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{{#Wiki_filter:184 pages follow ENCLOSURE 2 ATTACHMENT 26  
{{#Wiki_filter:184 pages follow ENCLOSURE 2 ATTACHMENT 26 SHINE MEDICAL TECHNOLOGIES, INC.
SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION PRELIMINARY GEOTECHNICAL ENGINEERING REPORT JANESVILLE, WISCONSIN REVISION 3, AUGUST 3, 2012


SHINE MEDICAL TECHNOLOGIES, INC.

SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION PRELIMINARY GEOTECHNICAL ENGINEERING REPORT JANESVILLE, WISCONSIN REVISION 3, AUGUST 3, 2012 Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation Aworldofcapabilitiesdeliveredlocally PRELIMINARYGEOTECHNICALENGINEERINGREPORTJANESVILLE,WISCONSIN SubmittedTo:RichardVannBynum,COOSHINEMedicalTechnologies8123ForsythiaSt.,Suite140Middleton,WI53562SubmittedBy:GolderAssociatesInc.4438HainesRoadDuluth,MN55811USA
Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation A world of capabilities delivered locally



PRELIMINARYGEOTECHNICAL
ENGINEERINGREPORT
JANESVILLE,WISCONSIN


SubmittedTo: RichardVannBynum,COO


SHINEMedicalTechnologies


8123ForsythiaSt.,Suite140


Middleton,WI53562



SubmittedBy: GolderAssociatesInc.


4438HainesRoad


Duluth,MN55811USA




Distribution:
KatrinaPitas,SHINEMedicalTechnologies


GolderAssociatesInc.


ProjectNo.
11381051

ReportNo.
GolderReport6,Rev3,August3,2012




PRELIMINARYGEOTECHNICAL ENGINEERING REPORT



Distribution:KatrinaPitas,SHINEMedicalTechnologiesGolderAssociatesInc.
August2012
ProjectNo.11381051ReportNo.GolderReport6,Rev3,August3,2012 PRELIMINARYGEOTECHNICAL ENGINEERING  REPORT August2012ES1ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx EXECUTIVESUMMARYThis report presents the geotechnical engineering review for the SHINE Medical Technologies (SHINE) proposed medical isotope production facility. The proposed site is located in Rock County, Wisconsin. Specifically, the building site is located in south Janesville about 0.75 miles south of East Avalon Road between North Riverside Drive and Prairie Street. This is directly east of the Southern Wisconsin Regional Airport. Golder Associates Inc (Golder) was contracted by SHINE to provide geotechnical engineering, seismic review and hydrology analyses services for the proposed facility. Golder's Quality Assurance Program Description (Golder, 2012e), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995, provides a description of the quality assurances program under which these services were provided. Our review of the proposed site included performing a site reconnaissance and geotechnical investigation. Field and laboratory efforts were performed in strict conformance with Golder's Duluth Office Field and Laboratory Quality Manual (Golder, 2011a). Golder was approved as a vendor for these services following a supplier assessment performed by SHINE in October/November, 2011. The supplier assessment of Golder was performed in accordance with SHINE's Quality Assurance Program Description (SHINE 2011), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995. The site reconnaissance was performed to review the site for potential geohazards. No geohazards were noted. The project site is presently an agricultural field with a center-pivot irrigation system. Based on our field observations, corn and soybeans were the crops raised during the 2011 growing season. The crops had been harvested at the time of our investigation. Surface topography of the area slopes gently to the southwest towards the Rock River, which is located 2 miles west and flows north to south. The ground surface across the proposed building area slopes gently to the northwest with grades dropping up to 7 feet across the site. The geotechnical investigation involved drilling 15 boreholes (including ten geotechnical boreholes) and a 100-foot-deep cased borehole for Vertical Seismic Profile (VSP) testing, and installing four groundwater monitoring wells.
ES1
August2012ES2ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx The SHINE site in Rock County, Wisconsin, has been influenced strongly by Pleistocene (1.8 million years to 10,000 years ago) glacial erosion and deposition, and subsequent post-glacial erosional and depositional processes. The site is covered by a mantle of well-drained loamy soils underlain by stratified sand and gravel (USDA SCS, 1974; Fullerton et al., 2003; RCGIS, 2012). These sands and gravels represent late Wisconsin to possibly Holocene age glaciofluvial outwash deposits, transported from the Wisconsin-age glacial moraines related to the Green Bay Ice lobe of the Laurentide Ice Sheet to the north (Attig et al., 2011). Depth to bedrock at the Janesville site may be as deep as 300 feet (Mudrey et al., 1982; WGNHS, 1983), supported by geotechnical boreholes for this investigation completed to 221-foot depths without encountering bedrock. Bedrock consists of Cambrian and Ordovician sedimentary bedrock (conglomerate, dolomite, limestone, sandstone, shale) with estimated shallow to horizontal dips, underlain by Proterozoic bedrock (Mudrey et al., 1982; Cannon et al., 1999). The geotechnical investigation revealed mostly clean sandy soils to a depth of 221 feet. Lab testing showed the soils to be primarily clean (SP) sandy soils with occasional gravel layers. Based on SPT N values, density of the sand increases with depth. Sandy soils observed down to approximately 60 to 80 feet below ground surface (bgs) were classified compact to dense except at or near water table in some boreholes which were classified loose. Below approximately 80 feet sandy soils were dense to very dense. A 10- to 18-foot stratum of clayey silt classified as hard was observed approximately 180 to 185 feet bgs in the three deeper borings. The deeper borings were terminated in very dense sandy soil. Groundwater was observed at a depth of 50 - 65 feet bgs. N values are displayed on the Record of Borehole Figures for both Monitoring Well and Geotechnical Boring Logs located in Appendix A and B, and density/consistency classifiers in Figure 5. VSP testing was performed to determine the Site Soil Classification. Based on the parameters measured, seismic shear wave velocities ranged from 459 feet per second at ground surface to 1,804 feet per second at depths from 94.5 of 103.5 feet bgs. Also, an average shear-wave velocity (Vavg) in the upper 100.5 feet was calculated as 1,081 feet per second. This Vavg value indicates a soil Site Class D, stiff soil, based on Table 20.3.1 of ASCE, 2006 (Publication 7-05, Minimum Design Loads for Buildings and Other Structures). Hydraulic conductivity (slug) tests were performed in three of the four monitoring wells. The field results of this testing are shown in Appendix E, and interpretation of the field results are provided inGolder's Preliminary Hydrological Analyses (Golder, 2012c).
ProjectNo.11381051

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx  

EXECUTIVE


August2012ES3ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx Our geotechnical review indicates the sandy subsoil is suitable for supporting the new structure, spread footing foundations, and slabs-on-grade. Foundations bearing on the native sandy soils or compacted fill for the building structure and the Mo99 generators can be designed for bearing pressures of between 4,000 and 8,000 pounds per square foot. The higher bearing capacity can be used for footings placed greater than 12 feet below the existing ground surface. These bearing capacities are designed for a six foot wide footing with factor of safety to 3.0 and a tolerance for settlement of less than 1 inch. If significantly larger foundations, such as mats are used to support the Mo-99 generators, lower net allowable bearing pressures may be warranted to limit settlement to 1 inch. Calculations were performed considering both shear and settlement using Terzahi's Theory, with soil density of 118 pounds per cubic foot from the max-min laboratory test results in Figures C12 - C14, a cohesion value of zero, and an assumed friction angle of 34 degrees for sandy soils. Building perimeter footings should be placed a minimum of 48 inches below the ground surface to protect them against impacts associated with seasonal frost penetration. Because groundwater is observed at a depth of 50 to 65 feet, it should not be encountered in excavations, provided the depth of the construction table is above this elevation. We therefore, conclude construction dewatering and permanent dewatering will not be needed. The sandy soils will also provide good support for the access roadways and parking lots associated with the facility. The ground surface after completion of construction should be graded to promote positive drainage away from the building and paved surfaces. Surface water should be directed toward stormwater catchment basins or other drainage courses.  
==SUMMARY==

This report presents the geotechnical engineering review for the SHINE Medical Technologies (SHINE) proposed medical isotope production facility. The proposed site is located in Rock County, Wisconsin.
Specifically, the building site is located in south Janesville about 0.75 miles south of East Avalon Road between North Riverside Drive and Prairie Street. This is directly east of the Southern Wisconsin Regional Airport. Golder Associates Inc (Golder) was contracted by SHINE to provide geotechnical engineering, seismic review and hydrology analyses services for the proposed facility. Golders Quality Assurance Program Description (Golder, 2012e), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995, provides a description of the quality assurances program under which these services were provided.
Our review of the proposed site included performing a site reconnaissance and geotechnical investigation. Field and laboratory efforts were performed in strict conformance with Golders Duluth Office Field and Laboratory Quality Manual (Golder, 2011a). Golder was approved as a vendor for these services following a supplier assessment performed by SHINE in October/November, 2011. The supplier assessment of Golder was performed in accordance with SHINEs Quality Assurance Program Description (SHINE 2011), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995.
The site reconnaissance was performed to review the site for potential geohazards. No geohazards were noted. The project site is presently an agricultural field with a center-pivot irrigation system. Based on our field observations, corn and soybeans were the crops raised during the 2011 growing season. The crops had been harvested at the time of our investigation. Surface topography of the area slopes gently to the southwest towards the Rock River, which is located 2 miles west and flows north to south. The ground surface across the proposed building area slopes gently to the northwest with grades dropping up to 7 feet across the site.
The geotechnical investigation involved drilling 15 boreholes (including ten geotechnical boreholes) and a 100-foot-deep cased borehole for Vertical Seismic Profile (VSP) testing, and installing four groundwater monitoring wells.  



August2012iProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx Table of Contents
August2012
ES2
ProjectNo.11381051

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx The SHINE site in Rock County, Wisconsin, has been influenced strongly by Pleistocene (1.8 million years to 10,000 years ago) glacial erosion and deposition, and subsequent post-glacial erosional and depositional processes. The site is covered by a mantle of well-drained loamy soils underlain by stratified sand and gravel (USDA SCS, 1974; Fullerton et al., 2003; RCGIS, 2012). These sands and gravels represent late Wisconsin to possibly Holocene age glaciofluvial outwash deposits, transported from the Wisconsin-age glacial moraines related to the Green Bay Ice lobe of the Laurentide Ice Sheet to the north (Attig et al., 2011). Depth to bedrock at the Janesville site may be as deep as 300 feet (Mudrey et al.,
1982; WGNHS, 1983), supported by geotechnical boreholes for this investigation completed to 221-foot depths without encountering bedrock. Bedrock consists of Cambrian and Ordovician sedimentary bedrock (conglomerate, dolomite, limestone, sandstone, shale) with estimated shallow to horizontal dips, underlain by Proterozoic bedrock (Mudrey et al., 1982; Cannon et al., 1999).
The geotechnical investigation revealed mostly clean sandy soils to a depth of 221 feet. Lab testing showed the soils to be primarily clean (SP) sandy soils with occasional gravel layers. Based on SPT N values, density of the sand increases with depth. Sandy soils observed down to approximately 60 to 80 feet below ground surface (bgs) were classified compact to dense except at or near water table in some boreholes which were classified loose. Below approximately 80 feet sandy soils were dense to very dense. A 10- to 18-foot stratum of clayey silt classified as hard was observed approximately 180 to 185 feet bgs in the three deeper borings. The deeper borings were terminated in very dense sandy soil.
Groundwater was observed at a depth of 50 - 65 feet bgs. N values are displayed on the Record of Borehole Figures for both Monitoring Well and Geotechnical Boring Logs located in Appendix A and B, and density/consistency classifiers in Figure 5.
VSP testing was performed to determine the Site Soil Classification. Based on the parameters measured, seismic shear wave velocities ranged from 459 feet per second at ground surface to 1,804 feet per second at depths from 94.5 of 103.5 feet bgs. Also, an average shear-wave velocity (Vavg) in the upper 100.5 feet was calculated as 1,081 feet per second. This Vavg value indicates a soil Site Class D, stiff soil, based on Table 20.3.1 of ASCE, 2006 (Publication 7-05, Minimum Design Loads for Buildings and Other Structures).
Hydraulic conductivity (slug) tests were performed in three of the four monitoring wells. The field results of this testing are shown in Appendix E, and interpretation of the field results are provided in Golders Preliminary Hydrological Analyses (Golder, 2012c).


==1.0INTRODUCTION==
August2012
..................................................................................................................
ES3
............. 11.1ProjectLocation...........................................................................................................................11.2ProposedDevelopment...............................................................................................................12.0SITE RECONNAISSANCE ...........................................................................................................
ProjectNo.11381051
.... 23.0FIELD INVESTIGATION ...........................................................................................................

........ 33.1SubsurfaceDrilling.......................................................................................................................33.2SampleCollection........................................................................................................................33.3MonitoringWells.........................................................................................................................43.4GeotechnicalBuildingBorings.....................................................................................................53.5SeismicProfilingTestBorehole....................................................................................................63.6SiteSurvey...............................................................................................................................
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Our geotechnical review indicates the sandy subsoil is suitable for supporting the new structure, spread footing foundations, and slabs-on-grade. Foundations bearing on the native sandy soils or compacted fill for the building structure and the Mo99 generators can be designed for bearing pressures of between 4,000 and 8,000 pounds per square foot. The higher bearing capacity can be used for footings placed greater than 12 feet below the existing ground surface. These bearing capacities are designed for a six foot wide footing with factor of safety to 3.0 and a tolerance for settlement of less than 1 inch. If significantly larger foundations, such as mats are used to support the Mo-99 generators, lower net allowable bearing pressures may be warranted to limit settlement to 1 inch. Calculations were performed considering both shear and settlement using Terzahis Theory, with soil density of 118 pounds per cubic foot from the max-min laboratory test results in Figures C12 - C14, a cohesion value of zero, and an assumed friction angle of 34 degrees for sandy soils.
.....64.0LABORATORY TESTING ............................................................................................................
Building perimeter footings should be placed a minimum of 48 inches below the ground surface to protect them against impacts associated with seasonal frost penetration. Because groundwater is observed at a depth of 50 to 65 feet, it should not be encountered in excavations, provided the depth of the construction table is above this elevation. We therefore, conclude construction dewatering and permanent dewatering will not be needed. The sandy soils will also provide good support for the access roadways and parking lots associated with the facility. The ground surface after completion of construction should be graded to promote positive drainage away from the building and paved surfaces. Surface water should be directed toward stormwater catchment basins or other drainage courses.  
..... 85.0SITE CONDITIONS ...............................................................................................................
............ 95.1SiteSurfaceGeology....................................................................................................................95.2SubsurfaceConditions.................................................................................................................95.2.1Soil...............................................................................................................................
.............95.2.2Groundwater..........................................................................................................................105.3GeologicHazards........................................................................................................................116.0FIELD TESTING .................................................................................................................
............ 136.1ShearWaveVelocityProfile......................................................................................................136.2HydraulicConductivityTesting..................................................................................................147.0GEOTECHNICAL REVIEW
............................................................................................................. 167.1ProjectInformation....................................................................................................................167.2Foundations...............................................................................................................................177.2.1BuildingFoundations.............................................................................................................177.2.2Mo99GeneratorFoundations..............................................................................................187.2.3BelowGradeWalls.................................................................................................................197.2.4ConcreteFloorSlabs..............................................................................................................197.3Excavations...............................................................................................................................
.197.4RoadwaysandParkingLot.........................................................................................................207.5SiteGrading...............................................................................................................................
.208.0Seismic hazards ...............................................................................................................
............... 218.1SeismicHazardAssessment.......................................................................................................218.2SoilSiteClassification.................................................................................................................21 August2012iiProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx 8.3InternationalBuildingCodeSeismicDesignParameters...........................................................218.4LiquefactionPotentialandOtherSeismicallyInducedGroundFailures...................................228.4.1QualitativeReviewofLiquefactionPotential........................................................................228.4.2QuantitativeReviewofLiquefactionPotential......................................................................239.0USE OF REPORT .................................................................................................................
.......... 2510.0CLOSING .......................................................................................................................
................. 26


==11.0REFERENCES==
August2012
....................................................................................................................
i
............ 27List of Tables (in text)
ProjectNo.11381051
Table3.61MonitoringWell,Borehole,andVSPTestHoleLocationsandElevationsTable4.2.21WaterLevelReadingsTable6.21SlugTestResultsforMonitoringWellsSMGW1A,SMGW2A,SMGW3ATable8.3.12009IBCASCE705SeismicParametersList of Figures Figure1VicinityMapFigure2SiteMapFigure3BoreholeLocationMapFigure4ProposedFloorPlanFigure5SoilClassificationLegendAppendix A - Monitoring Wells FigureA1RecordofBoreholeSMGW1AFigureA2RecordofBoreholeSMGW2AFigureA3RecordofBoreholeSMGW3AFigureA4RecordofBoreholeSMGW4AAppendix B - Logs of Geotechnical Borings FigureB1RecordofBoreholeG1101FigureB2RecordofBoreholeG1102FigureB3RecordofBoreholeG1103FigureB4RecordofBoreholeG1104FigureB5RecordofBoreholeG1105FigureB6RecordofBoreholeG1106FigureB7RecordofBoreholeG1107FigureB8RecordofBoreholeG1108FigureB9RecordofBoreholeG1109FigureB10RecordofBoreholeG1110FigureB11RecordofBoreholeVSP01 August2012iiiProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx Appendix C - Laboratory Testing Results TableC1SummaryofLaboratoryTestResultsFigureC1C10GrainSizeDistributionFigureC11AtterbergLimitTestResultsFigureC12C14RelativeDensity(Max/Min)Appendix D - Site Soil Classification for Seismic Design GolderReportGR1,Revision5,August3,2012AttachmentAVerticalSeismicProfilingTestResults(GolderReportGR3,Rev3,August3,2012)AttachmentB-Calculations of Soil Site ClassAppendix E - Field Hydrology Testing Results TROLL500DateLoggerInformationfromSlugTestsinWellSMGW1ATROLL500DateLoggerInformationfromSlugTestsinWellSMGW2ATROLL500DateLoggerInformationfromSlugTestsinWellSMGW3AAppendix F - Results of Liquefaction Analysis FigureF1PlotofCorrectedBlowCountsandLiquefactionPotentialFigureF2PlotofShearWaveandLiquefactionPotential-BoreholeVSP01TableF1CorrectedSPTDataandLiquefactionPotentialG1101TableF2CorrectedSPTDataandLiquefactionPotentialG1102TableF3CorrectedSPTDataandLiquefactionPotentialG1103TableF4CorrectedSPTDataandLiquefactionPotentialG1104TableF5CorrectedSPTDataandLiquefactionPotentialG1106TableF6aCorrectedSPTDataandLiquefactionPotentialG1106TableF6bCorrectedSPTDataandLiquefactionPotentialG1106(continued)TableF7CorrectedSPTDataandLiquefactionPotentialG1107TableF8CorrectedSPTDataandLiquefactionPotentialG1108TableF9CorrectedSPTDataandLiquefactionPotentialG1109TableF10CorrectedSPTDataandLiquefactionPotentialG1110 August20121ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table of Contents 1.0
INTRODUCTION............................................................................................................................... 1
1.1
ProjectLocation...........................................................................................................................1
1.2
ProposedDevelopment...............................................................................................................1
2.0
SITE RECONNAISSANCE............................................................................................................... 2
3.0
FIELD INVESTIGATION................................................................................................................... 3
3.1
SubsurfaceDrilling.......................................................................................................................3
3.2
SampleCollection........................................................................................................................3
3.3
MonitoringWells.........................................................................................................................4
3.4
GeotechnicalBuildingBorings.....................................................................................................5
3.5
SeismicProfilingTestBorehole....................................................................................................6
3.6
SiteSurvey....................................................................................................................................6
4.0
LABORATORY TESTING................................................................................................................. 8
5.0
SITE CONDITIONS........................................................................................................................... 9
5.1
SiteSurfaceGeology....................................................................................................................9
5.2
SubsurfaceConditions.................................................................................................................9
5.2.1
Soil............................................................................................................................................9
5.2.2
Groundwater..........................................................................................................................10
5.3
GeologicHazards........................................................................................................................11
6.0
FIELD TESTING............................................................................................................................. 13
6.1
ShearWaveVelocityProfile......................................................................................................13
6.2
HydraulicConductivityTesting..................................................................................................14
7.0
GEOTECHNICAL REVIEW............................................................................................................. 16
7.1
ProjectInformation....................................................................................................................16
7.2
Foundations...............................................................................................................................17
7.2.1
BuildingFoundations.............................................................................................................17
7.2.2
Mo99GeneratorFoundations..............................................................................................18
7.2.3
BelowGradeWalls.................................................................................................................19
7.2.4
ConcreteFloorSlabs..............................................................................................................19
7.3
Excavations................................................................................................................................19
7.4
RoadwaysandParkingLot.........................................................................................................20
7.5
SiteGrading................................................................................................................................20
8.0
Seismic hazards.............................................................................................................................. 21
8.1
SeismicHazardAssessment.......................................................................................................21
8.2
SoilSiteClassification.................................................................................................................21


==1.0 INTRODUCTION==
August2012
This report presents the geotechnical subsurface investigation and en gineering review for the proposed SHINE Medical Technologies (SHINE) isotope production facility in Rock County, Wisconsin. Golder Associates Inc (Golder) was contracted by SHINE (October 12, 2011) to provide geotechnical engineering, seismic review and hydrology analyses services. These services are to assess the suitability of the site for the proposed development and provide specific sections in the Safety Analysis Report (SAR) for the Nuclear Regulatory Commission (NRC) facility license permit application. 1.1 Project Location The proposed SHINE Medical Technologies facility project site is located in Rock County, Wisconsin, about 0.75 mile south of East Avalon Road between North Riverside Drive and Prairie Street. This is directly east of the Southern Wisconsin Regional Airport (see Figure 1 and Figure 2). 1.2 Proposed Development The proposed SHINE production facility will produce molybdenum-99 (Mo-99) for use in medical diagnostic testing. The production facility will be comprised of a single building having an irregular footprint of approximately 167 feet in the east-west direction by 415 feet in the north-south direction and an estimated floor to roof deck height of 86 feet for a portion of the facility with a 33 feet roof deck height for approximately two-thirds of the facility. The general footprint of the building, Seismic boundary and production cells are indicated in Figure 4. The majority of the building will be constructed with an at-grade finished floor elevation near the existing ground surface. The entire facility will be classified as a radiological facility. Additional details about the proposed development, including description of support facilities, are included in Section 7.1, Project Information.
ii
ProjectNo.11381051

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.3
InternationalBuildingCodeSeismicDesignParameters...........................................................21
8.4
LiquefactionPotentialandOtherSeismicallyInducedGroundFailures...................................22
8.4.1
QualitativeReviewofLiquefactionPotential........................................................................22
8.4.2
QuantitativeReviewofLiquefactionPotential......................................................................23
9.0
USE OF REPORT........................................................................................................................... 25
10.0
CLOSING........................................................................................................................................ 26
11.0
REFERENCES................................................................................................................................ 27
List of Tables (in text)
Table3.61
MonitoringWell,Borehole,andVSPTestHoleLocationsandElevations
Table4.2.21
WaterLevelReadings
Table6.21
SlugTestResultsforMonitoringWellsSMGW1A,SMGW2A,SMGW3A
Table8.3.1
2009IBCASCE705SeismicParameters

List of Figures Figure1
VicinityMap
Figure2
SiteMap
Figure3
BoreholeLocationMap
Figure4
ProposedFloorPlan
Figure5
SoilClassificationLegend


Appendix A - Monitoring Wells FigureA1
RecordofBoreholeSMGW1A
FigureA2
RecordofBoreholeSMGW2A
FigureA3
RecordofBoreholeSMGW3A
FigureA4
RecordofBoreholeSMGW4A

Appendix B - Logs of Geotechnical Borings FigureB1
RecordofBoreholeG1101
FigureB2
RecordofBoreholeG1102
FigureB3
RecordofBoreholeG1103
FigureB4
RecordofBoreholeG1104
FigureB5
RecordofBoreholeG1105
FigureB6
RecordofBoreholeG1106
FigureB7
RecordofBoreholeG1107


FigureB8
RecordofBoreholeG1108
FigureB9
RecordofBoreholeG1109
FigureB10
RecordofBoreholeG1110
FigureB11
RecordofBoreholeVSP01




August20122ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 2.0 SITE RECONNAISSANCE The location and topography of the site are depicted in Figure 1. On October 20, 2011, a site reconnaissance was performed to observe visible and potential geohazards at the site and surrounding area. A Phase I Environmental Site Assessment was performed in accordance with ASTM procedure 1527, the results of which are included in Golder, 2012b. The project site is presently an agricultural field with a center-pivot irrigation system. Based on our observations, corn and soybeans were the crops raised during the 2011 growing season. The crops had been harvested at the time of our investigation. No surficially dumped or uncontrolled fill, existing structures, or remnants of prior development (such as foundations) were observed. Generalized surface topography of the area slopes gently to the southwest towards the Rock River, which is located 2 miles west and flows north to south. The ground surface across the proposed 316-foot-square building area slopes gently to the northwest with grades dropping about 7 feet from the southeast to the northwest corners. The site was visually reviewed for geohazards as part of the site reconnaissance. We looked for faulting, landslides, erosion, sediment deposits from rivers or lakes, karst features or mining activity, ground subsidence, and soil shrinking or swelling. There was no evidence of geohazards as noted above in our field review. Further detail of the geologic hazard review is presented in Section 5.0, Site Conditions.
August2012
August20123ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx 3.0 FIELD INVESTIGATION 3.1 Subsurface Drilling Our subsurface exploration consisted of drilling and sampling 14 boreholes at locations shown in Figure 2. An additional borehole was drilled, but not sampled; this borehole has a 2-inch-diameter PVC casing installed for seismic profile testing to be performed at a later date. Four boreholes (SM-GW1A, SM-GW2A, SM-GW3A and SM-GW4A) were completed as groundwater monitoring wells. The remaining ten boreholes were drilled for the geotechnical investigation within the proposed building area. The boreholes were drilled by Twin Ports Testing, under the direction of a Golder geologist. Boreholes were advanced by Hollow Stem Auger (HSA) method or a combination of HSA followed by mud rotary method for the 3 deeper geotechnical borings. The deeper borings extended well beyond groundwater level and the drilling method was switched to mud rotary to counteract the soil-heaving potential of water-bearing sandy soils. Golder recorded the borehole locations with a Garmin global positioning system (GPS) hand held unit. After completion of the field drilling program, Ayres surveyed the borehole locations. The horizontal survey datum used was NAD/1983/91 Harn, US Survey Feet. The vertical  datum is NAVD88 (2007) Geoid 09. 3.2 Sample Collection Representative samples of the soils encountered in the borehole were obtained by driving a split-spoon sampler ahead of the augers in accordance with ASTM Designation D1586, generally known as the Standard Penetration Test (SPT). Drive samples were collected at 5- and 10-foot intervals to boring completion using a 2-inch outside diameter split-spoon sampler. The sampler was driven a depth of 24 inches for each test in the monitoring well boreholes and the continuously sampled portion of one of the deeper geotechnical boreholes. The sampler was driven 18 inches for the remainder of this and all other geotechnical boreholes. Length of sample recovery was measured and recorded along with driving length on boring logs located in Appendix A and B. Prior to driving the split-spoon, the exposed segment of the drill rod was measured to verify sampler depth and/or check for sand heave in the auger. Although no soil heaving was detected in borehole checks during drilling, loose sandy soils were observed close to the groundwater levels in 6 of 11 boreholes advanced by the HSA method. Such loose soils were not observed in boreholes advanced by the mud rotary method, which suggests water-bearing soils may have experienced disturbance prior to a SPT in some boreholes advanced exclusively by the HSA method. However, the SPT results were not discounted in the geotechnical review. The sampler was driven vertically in measured intervals for each test using a 140-pound automatic drop hammer free-falling for 30 inches. The number of blows required to drive the sampler each 6-inch interval of the sampling attempt is recorded on the borehole logs. In addition, the total number of blows required August20124ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx to advance the sampler through the 6- to 18-inch sampling interval is presented as "N" on the borehole logs; this total is commonly referred to as a blow count. The blow counts shown on the borehole logs are field values that have not been corrected for overburden, sampler size, or other factors. Bulk samples of auger cuttings for maximum/minimum density testing were obtained from the three deeper boreholes. Samples were collected from a depth of 9 to 11 feet below ground surface (bgs) and are noted on borehole logs located in Appendix B. 3.3 Monitoring Wells The hydrology analyses included hydrological and hydrogeological assessments of the project site. A hydrogeological investigation was advanced beginning with the installation of four groundwater monitoring wells at the site between October 18 and 21, 2011. Golder selected the well locations shown in Figure 2, which were proposed to SHINE and AMEC on October 13, 2011, and formally approved on October 31, 2011. The monitoring wells were installed by Twin Ports Testing, under the direction of a Golder geologist. Drive samples of soil were collected at 5-foot intervals in monitoring wells SM-GW1A and SM-GW2A, and at 10-foot intervals in monitoring wells SM-GW3A and SM-GW4A. Consistency of subsurface conditions in the 5-foot drive samples from the first two boreholes prompted the second two boreholes to be collected at 10-foot intervals. A similar consistency was observed in drive samples from geotechnical borings. The wells consisted of 2-inch-diameter PVC pipe with 15- to 20-foot-long slotted screens. Screen elevations were determined based on the elevation of groundwater encountered while drilling, and are summarized in Table 6.2.1 of this report. The monitoring wells extend approximately 3 feet above grade within protective casing having locking covers. Three protective pipe bumpers were installed around each well. The wells were developed by Golder following installation, on October 22 and 23, 2011. AMEC will be measuring monthly groundwater elevations and providing the data to Golder. Monitoring well logs were generated by a Golder engineer who reviewed the driller's field logs and recovered samples. Recovered soil samples were visually classified according to the Unified Soils Classification System (USCS) that is summarized in Figure 5. The USCS information in Figure 5 was adapted from ASTM 2487-11, "Classification of Soils for Engineering Purposes (Unified Soil Classification System)", which is listed in the Reference section. The monitoring well logs are presented in Appendix A as Figures A1 through A4.
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August20125ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 3.4 Geotechnical Building Borings The subsurface exploration consisted of drilling and sampling ten boreholes (G11-01 to G11-10) within the proposed building footprint, as shown in Figure 3. The borehole locations were selected by Golder on October 18, 2011 and approved by SHINE on October 20, 2011. The number of boreholes and their required depth were determined in accordance with Appendix D of NRC Regulatory Guide 1.132, Site Investigations for Foundations of Nuclear Power Plants, Revision 2, October 2003. Because the project is in the conceptual and licensing phase, preliminary design information-including estimated building loads -has not yet been determined. Using Appendix D of the guide, Golder determined the required depth or d max = 60 feet as follows:  Assume density of in-place soils (overburden) is 100 pcf (which is based on the occurrence of groundwater deeper than 50 feet and a conservative unit weight). Assume allowable foundation soil bearing pressure of 6,000 pounds per square foot (psf); this assumption is conservative. Calculate effective overburden stress at 60 feet below grade = 60 feet X 100 pcf = 60,000 psf. Calculate 10% of effective stress = 0.10 X 60,000 psf = 6,000 psf. Golder drilled 10 boreholes within the 100,000-square-foot proposed building area, to achieve one boring per 10,000 square feet. Three borings (30%) are considered principal borings, as defined in Appendix D of NRC 1.132, and seven are considered non-principal borings. A depth of 70 feet for non-principal borings was selected because this depth allows the following:  Extends 33 feet below the anticipated primary building foundation elevation and 13 feet below the anticipated lowest foundation elevation  Extends below anticipated water table  Meets dmax = 60, and allows for 10 feet of surface elevation irregularity Golder's original proposal was to extend the three principal borings 20 feet into bedrock. However, they were drilled to a depth of 220 feet below the existing ground surface without encountering bedrock. Extending the borings to depths of 220 feet is appropriate based on the following considerations of this depth:  150 feet deeper than dmax  Standard penetration tests yield blow counts greater than 50 per 6 inches, which is usually taken to be "Refusal" (UFC 3-220-03FA; see References)  Meets requirements for Golder's seismic analysis of the site August20126ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx The boreholes were drilled by Twin Ports Testing, under the direction of a Golder geotechnical engineer between October 21 and November 2, 2011. Drive samples of soil in geotechnical boreholes were collected at 2-foot intervals to a depth of 10 feet below grade then sampled at 5-foot intervals to a depth of 50 feet, and 10-foot intervals after a depth of 50 feet. Continuous sampling was planned for one principal boring, G11-06. Due to consistency of soil type and SPT values in the upper 50 feet, sampling was reduced to a 10-foot interval below 50 feet. Drive samples of soil in monitoring well boreholes were collected at either 5-foot or 10-foot intervals the entire depth. No drive samples were collected in the seismic borehole. Upon completion, boreholes were filled and sealed with quick grout. Borehole abandonment was performed in strict accordance with Chapter NR 141 of the Wisconsin Administrative Code (WIS DNR, 2011). Borehole logs were generated by a Golder engineer who reviewed the driller's field logs and recovered soil samples. Recovered soil samples were visually classified according to the USCS that is summarized in Figure 4. The borehole logs are presented in Appendix B, Figures B1 through B10. 3.5 Seismic Profiling Test Borehole Preparation for seismic profile testing at the site required drilling and casing a borehole (VSP-01). This borehole was not sampled and was drilled by HSA method near the center of the proposed building area by Twin Ports Testing on November 3, 2011. The borehole was cased with 2-inch-diameter PVC to a depth of 103.5 feet and grouted in place with a Portland cement and water mixture to produce a similar density as the insitu soil, which is suggested in ASTM D7400. The grout was tremied through a tube inserted to the bottom of the hole within the casing sidewalls as the HSA was carefully and slowly backed out to minimize disturbance. The grout tube was inserted in the borehole similar to Figure 3B in ASTM D7400. 3.6 Site Survey Using a Garmin GPS unit, Golder personnel located the four groundwater monitoring wells and ten building boreholes relative to the proposed building area. Upon completion, the monitoring well and building borehole locations were surveyed by Ayres Associates (Ayres), a professional surveyor licensed in the state of Wisconsin, on November 11, 2011. The horizontal survey datum used was NAD/1983/91 Harn, US Survey Feet. The vertical datum was NAVD88 (2007) Geoid 09. Table 3.6-1 lists the location (northing and easting) and ground surface elevation of the monitoring wells, boreholes and VSP test hole.
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August20127ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx Table3.61MonitoringWell,BoreholeandVSPTestHoleLocationsandElevationsBoring Number Depth(ft)Surface Elevation (ft)Northing (ft)Easting(ft)G11-01 71.0 819.10 N 247840.73 W 492616.87 G11-02 71.0 822.32 N 247841.97 W 492747.78 G11-03 71.0 824.92 N 247840.42 W 492878.48 G11-04 71.0 821.87 N 247715.32 W 492617.65 G11-05 221.0 824.55 N 247713.41 W 492705.26 G11-06 221.0 825.87 N 247715.17 W 492787.45 G11-07 71.0 826.35 N 247713.00 W 492874.76 G11-08 71.0 824.74 N 247584.69 W 496919.89 G11-09 221.0 824.99 N 247586.51 W 49274832 G11-10 71.0 826.18 N 247584.88 W 492874.74 SM-GW1A 71.5 825.78 N 248568.86 W 492655.35 SM-GW2A 67.0 819.23 N 246973.23 W 492635.32 SM-GW3A 71.5 827.31 N 247753.86 W 493372.93 SM-GW4A 60.0 811.72 N 247756.93 W 931904.43 VSP-01 103.5 825.14 N 247712.04 W 492747.73 Notes: ThehorizontalsurveydatumusedwasNAD/1983/91Harn,USSurveyFeet.TheverticaldatumwasNAVD88(2007)Geoid09.

August20128ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 4.0 LABORATORY TESTING Upon completion of the field investigation, soil samples were transported to Golder's Duluth office. SPT samples were transported in tightly sealed glass jars, and bulk samples in tightly sealed 5-gallon plastic buckets. A complete list of samples was generated, and a proposed testing program to measure index properties and engineering properties of the subsurface soils within the proposed development area was submitted to SHINE Medical Technologies on November 5, 2011. Moisture content and grain size tests were completed between November 5 and 27, 2011. Moisture content tests were conducted on all the SPT samples according to procedures described in ASTM procedure D2216. Grain size distribution tests were performed on 40 SPT samples in accordance with ASTM procedures C136 and C117. Specific gravity tests were performed on 10 SPT samples in accordance with ASTM procedure D854. Maximum and minimum density tests were performed on three bulk samples in accordance with ASTM procedures D4253 and D4254. Water-Soluble sulfate tests were performed on ten SPT samples in accordance with ASTM Procedure C1580. Results are discussed in Section 5.2.1. The results of all laboratory testing are summarized in Appendix C.
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Appendix C - Laboratory Testing Results TableC1
SummaryofLaboratoryTestResults
FigureC1C10GrainSizeDistribution
FigureC11
AtterbergLimitTestResults
FigureC12C14RelativeDensity(Max/Min)

Appendix D - Site Soil Classification for Seismic Design GolderReportGR1,Revision5,August3,2012
AttachmentAVerticalSeismicProfilingTestResults(GolderReportGR3,Rev3,August3,2012)
AttachmentB-Calculations of Soil Site Class

Appendix E - Field Hydrology Testing Results TROLL500DateLoggerInformationfromSlugTestsinWellSMGW1A
TROLL500DateLoggerInformationfromSlugTestsinWellSMGW2A
TROLL500DateLoggerInformationfromSlugTestsinWellSMGW3A
Appendix F - Results of Liquefaction Analysis FigureF1
PlotofCorrectedBlowCountsandLiquefactionPotential
FigureF2
PlotofShearWaveandLiquefactionPotential-BoreholeVSP01
TableF1
CorrectedSPTDataandLiquefactionPotentialG1101
TableF2
CorrectedSPTDataandLiquefactionPotentialG1102
TableF3
CorrectedSPTDataandLiquefactionPotentialG1103
TableF4
CorrectedSPTDataandLiquefactionPotentialG1104
TableF5
CorrectedSPTDataandLiquefactionPotentialG1106
TableF6a
CorrectedSPTDataandLiquefactionPotentialG1106
TableF6b
CorrectedSPTDataandLiquefactionPotentialG1106(continued)
TableF7
CorrectedSPTDataandLiquefactionPotentialG1107
TableF8
CorrectedSPTDataandLiquefactionPotentialG1108
TableF9
CorrectedSPTDataandLiquefactionPotentialG1109
TableF10
CorrectedSPTDataandLiquefactionPotentialG1110


August20129ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 5.0 SITE CONDITIONS 5.1 Site Surface Geology The SHINE site in Rock County, Wisconsin, has been influenced strongly by Pleistocene (1.8 million years to 10,000 years ago) glacial erosion and deposition, and subsequent post-glacial erosional and depositional processes. The site is covered by a mantle of well-drained loamy soils underlain by stratified sand and gravel (USDA SCS, 1974; Fullerton et al., 2003; RCGIS, 2012). These sands and gravels represent late Wisconsin to possibly Holocene-age glaciofluvial outwash deposits, transported from the Wisconsin-age glacial moraines related to the Green Bay Ice lobe of the Laurentide Ice Sheet to the north (Attig et al., 2011). Depth to bedrock at the Janesville site may be as deep as 300 feet (Mudrey et al., 1982; WGNHS, 1983), supported by geotechnical boreholes for this investigation completed to 221 feet deep without encountering bedrock (see Record of Boreholes G11-05, G11-06 and G-11-09 in Appendix B). Bedrock consists of Cambrian and Ordovician sedimentary bedrock (conglomerate, dolomite, limestone, sandstone, shale) with estimated shallow to horizontal dips, underlain by Proterozoic bedrock (Mudrey et al., 1982; Cannon et al., 1999). Within Rock County, two east-striking faults are identified within Cambrian to Ordovician sedimentary bedrock (Mudrey et al., 1982). The Janesville fault (also named the Evansville fault) consists of an approximately 19-mile-long (31 km), east-striking fault with north side down (DPC, 2010) located approximately 6 miles (10 km) north of Janesville. This fault is identified as the predominant fault segment, with a second segment striking to the north (DPC, 2010). The project site is located on the Wisconsin Arch, which trends south from Wisconsin into Illinois and is at least 124 miles (200 km) long. The Wisconsin Arch describes a zone of gently uplifted and warped basement rocks. Within Rock County, two east-striking faults have been mapped within the Cambrian to Ordovician sedimentary bedrock units. An approximately 1.6-mile-long fault is located about 1.9 miles north of Janesville, and an approximately 19-mile-long normal fault (north block down) is located about 6 miles north of Janesville. 5.2 Subsurface Conditions 5.2.1 Soil The subsurface conditions encountered at the site are depicted in detail on the Record of Boreholes displayed in Appendix A and B. The soil conditions comprise about one foot of topsoil and crop residue overlying a relatively clean, fine to coarse grained, sand occasionally with gravel that extends to 180 to 185 feet bgs. Laboratory gradation tests classified the layer primarily as poorly graded sand, with gravel and silt in some of the layers. Moisture contents in the upper 50 feet ranged from 2.0 to 11.3 percent, and moisture contents below this depth ranged from 9.5 to 25.4 percent. Soluble-sulfate in soil at sample August201210ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx depths between 10 and 40 feet bgs exhibited "negligible sulfate exposure" levels for concrete (less than 0.10% by mass) as defined in ACI 350-06, "Code Requirements for Environmental Engineering Concrete Structures and Commentary". Below the sand is a 10- to 18-foot-thick stratum of clayey silt that is underlain by sand or silty sand to the borehole termination depth of 221 feet bgs. Laboratory testing indicated the clayey silt had liquid limits of 18 to 19, and plastic limits of 13 to 14. Boreholes G11-05, G11-06 and G11-09 were the only boreholes extended to this greater depth. Based on SPT N values, density of the sand increases with depth. In general, sandy soils observed down to a depth of approximately 60 to 80 feet were classified compact to dense except near the apparent water table. Although no soil heaving was observed during drilling, 6 of the 14 borings included one SPT classified loose at or just below the observed water level. While a review of the data suggests a possibility of heave-related soil disturbance, the blow counts were not discounted in the geotechnical or liquefaction analysis. Below approximately 80 feet, sandy soils were classified as dense to very dense. The 10- to 18-foot-thick stratum of clayey silt located approximately 180 to 185 feet bgs in the three deeper borings was classified as hard. Results of hand penetrometer tests corroborate the SPT results and are included on borehole logs G11-05 and G11-06 in Appendix B. The groundwater monitoring well and remaining geotechnical boreholes terminated at depths between 60 and 71.5 feet bgs. Bedrock was not encountered during drilling, although sampler refusal (known as practical refusal) was experienced with increasing frequency in all three of the deep boreholes at depths below 80 feet. Based on drive sample recovery and visual soil classification, the high blow counts do not appear to be related to gravel blockage.
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5.2.2 Groundwater Groundwater was encountered in all of the boreholes during drilling at elevations ranging from about 754 to 766 (about 50 to 65 feet below grade) as indicated in Table 5.2.2-1. Groundwater levels can be expected to fluctuate seasonally and annually with changes in local and regional precipitation patterns. Groundwater flow direction and gradient are provided in Golder's Preliminary Hydrological Analysis (Golder, 2012c).
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August201211ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx Table5.2.21WaterLevelReadingsBoreholeNumberSurfaceElevation(ft)WaterElevation(ft)G1101819.10754.1G1102822.32763.8G1103824.92765.9G1104821.87763.4G1105824.55ODFG1106825.87ODFG1107826.35761.4G1108824.74765.7G1109824.99ODFG1110826.18761.2SMGW1A825.78763.8SMGW2A819.23762.2SMGW3A827.31764.8SMGW4A811.72761.7Notes:Allmeasurementswereobtainedwhiledrilling.
==1.0 INTRODUCTION==
ODFObscuredbydrillingfluidinboreholesG1105,G1106,andG1109.5.3 Geologic Hazards We reviewed available reports and maps describing the following geologic hazards for the SHINE Janesville site in Rock County:  landslides, land subsidence, karst features, and swelling clays. The findings are summarized below. Based on the landslide overview map of the conterminous United States (Radbruch-Hall, 1982; Godt and Radbruch-Hall, 1997), the project site is located in a zone of low landslide incidence, defined as less than 1.5 percent of area involved in landsliding. The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that "-no significant landslides-have been reported in Rock County in recent years."  The Hazard Mitigation Plan indicates that while the potential for landslide formation is low in Rock County, this does not rule out the potential occurrence of small-scale, localized landslides.  
This report presents the geotechnical subsurface investigation and engineering review for the proposed SHINE Medical Technologies (SHINE) isotope production facility in Rock County, Wisconsin. Golder Associates Inc (Golder) was contracted by SHINE (October 12, 2011) to provide geotechnical engineering, seismic review and hydrology analyses services. These services are to assess the suitability of the site for the proposed development and provide specific sections in the Safety Analysis Report (SAR) for the Nuclear Regulatory Commission (NRC) facility license permit application.
1.1 Project Location The proposed SHINE Medical Technologies facility project site is located in Rock County, Wisconsin, about 0.75 mile south of East Avalon Road between North Riverside Drive and Prairie Street. This is directly east of the Southern Wisconsin Regional Airport (see Figure 1 and Figure 2).
1.2 Proposed Development The proposed SHINE production facility will produce molybdenum-99 (Mo-99) for use in medical diagnostic testing. The production facility will be comprised of a single building having an irregular footprint of approximately 167 feet in the east-west direction by 415 feet in the north-south direction and an estimated floor to roof deck height of 86 feet for a portion of the facility with a 33 feet roof deck height for approximately two-thirds of the facility. The general footprint of the building, Seismic boundary and production cells are indicated in Figure 4. The majority of the building will be constructed with an at-grade finished floor elevation near the existing ground surface. The entire facility will be classified as a radiological facility. Additional details about the proposed development, including description of support facilities, are included in Section 7.1, Project Information.  


August201212ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that "subsidence has not been an issue in Rock County" and that the risk is not considered high. The Rock County Hazard Mitigation Plan notes that tilling for agriculture and pumping of groundwater could result in localized settlement and subsidence. Rock County contains carbonate bedrock susceptible to dissolution or karst formation (WGNHS, 2009). The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that the county has a potential to form karst features, particularly in the eastern third of the county. The project site is located approximately in the central third of Rock County. According to the Hazard Mitigation Plan, no significant sinkholes have been reported in Rock County in recent years. Based on the swelling clays map of the conterminous United States (Olive et al. 1989), the project site is located in a unit identified as containing little or no swelling clay. The Rock County Hazard Mitigation Plan (Vierbicher, 2010) does not comment on soils with high shrink-swell potential, expansive soils, or swelling clays. From our geotechnical investigations (Appendices A and B), highly plastic clays were not observed in any of the samples obtained during the subsurface investigation. These general hazard overviews and Rock County Mitigation Plan concur with the site-specific information obtained from subsurface investigations of the Janesville site. Because the site is essentially flat and underlain by more than 200 feet of dense to very dense sand, sandy silt and silty sand, we consider that geological hazards related to landslide occurrence, subsidence, karst formations and swelling clays are insignificant at the site. Seismic geo-hazards are summarized in Section 8 of this report and discussed in more detail in Golder's Seismic Hazard Assessment Report (Golder, 2012d).
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August201213ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 6.0 FIELD TESTING 6.1 Shear-Wave Velocity Profile Casing for the Vertical Seismic Profiling (VSP) test was installed by Twin Ports Testing under the direction of a Golder geotechnical engineer on November 3, 2011. VSP testing was performed by a Golder geophysicist and senior engineering technician on November 29, 2011. Measured seismic shear wave velocities ranged from 459 feet per second at the surface to 1,804 feet per second at depths ranging from 94.5 to 100.5 feet. The test methods and results of the VSP test are detailed in a Technical Memorandum of Vertical Seismic Profiling Test Results (Golder Report No. 113-81051 GR3, Revision 3, August 3, 2012). This Technical Memorandum is presented as Attachment A to Golder's Site Soil Classification Memo (Golder Report No. 113-81051 GR1, Revision 5, August 3, 2012), included as Appendix D of this report. The estimated bulk density presented in Table A-1 (see Attachment A of Appendix D) was estimated over the entire depth of the borehole based on Golder's analysis and interpretation of soil conditions as observed in the field. Estimates of dynamic engineering properties (Poisson's ratio, Shear modulus, Deformation modulus, Bulk modulus) are also presented in Table A-1, and are based on the shear and compression wave velocities and the estimated bulk densities. These initial dynamic engineering properties were developed to support any preliminary engineering analyses that required these parameters, and if used, have been superseded by subsequent analyses.
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August201214ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 6.2 Hydraulic Conductivity Testing Slug test hydraulic conductivity testing was performed at three monitoring wells (SM-GW1A, SM-GW2A and SM-GW3A) by a Golder geologist on December 22, 2011. Slug tests were carried out according to ASTM Standard D4044 - 96(2008) Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers. At each well, static water levels were measured, and then an In-Situ, Inc. LevelTROLL 500 data logger was placed in the well. After ensuring that the water level has recovered to the static water level, Golder performed hydraulic conductivity (slug) tests, which involved near-instantaneous introduction (or removal) of a solid object of known volume into the water column. Both falling and rising head tests were conducted. For the falling-head (slug-in) test, the slug was inserted into the well displacing a volume of water equal to the volume of the slug, causing the water level in the well to rise. Once the well returned to static conditions, a rising-head (slug-out) test was performed by rapidly removing the slug. LevelTROLL 500 data logger data for each of the slug tests carried out in the three wells are provided in Appendix E. Tests conducted are summarized in Table 6.2-1. Hydrogeologic interpretation is provided in Golder's Preliminary Hydrological Analyses (Golder, 2012c). A permeability of 0.004 feet per second (1.2 millimeters per second is estimated for the sand deposit over the sandy silt and silty sand.
ProjectNo.11381051
August201215ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx Table6.21ConstructionDetailsandSlugTestResultsMonitoringWellsSMGW1A,SMGW2A,andSMGW3AWellTestTestHead1Ho(ft)InitialHead2H(ft)WellCoordinates 3Easting(ft)WellCoordinates 3Northing(ft)Aquiferthickness 3,4b(ft)Depthtotopofwellscreen3d(ft)Lengthofwellscreen5L(ft)TransducerDepth(ft)GW1ASlugIn#17.5407.110W492655.35N248568.86100+5020(6.94)69GW1ASlugOut#16.8667.110W492655.35N248568.86100+5020(6.94)69GW1ASlugIn#27.6107.110W492655.35N248568.86100+5020(6.94)69GW1ASlugOut#26.8577.110W492655.35N248568.86100+5020(6.94)69GW2ASlugIn#16.5395.695W492635.32N246973.23100+5015(8.51)66GW2ASlugOut#15.2845.695W492635.32N246973.23100+5015(8.51)66GW2ASlugIn#26.4675.695W492635.32N246973.23100+5015(8.51)66GW2ASlugOut#25.1515.695W492635.32N246973.23100+5015(8.51)66GW2ASlugIn#36.6625.695W492635.32N246973.23100+5015(8.51)66GW2ASlugOut#35.3355.695W492635.32N246973.23100+5015(8.51)66GW3ASlugIn#15.8435.346W493372.93N247753.86100+5515(5.50)70GW3ASlugOut#15.1085.346W493372.93N247753.86100+5515(5.50)70GW3ASlugIn#26.1885.346W493372.93N247753.86100+5515(5.50)70GW3ASlugOut#25.0925.346W493372.93N247753.86100+5515(5.50)701HeadmeasuredinTrolldataloggerduringtestconductedon12/22/11."TestheadHo"isthedisturbedheadduetosluginsertionorremoval.2HeadmeasuredinTrolldataloggerduringslugtestconductedon12/22/11."InitialHeadH"istheheadbeforetesting,andalsodepthfromthephreaticsurfacetopiezometer.3Wellcoordinates,aquiferthickness,depthtotopofwellscreenandlengthofwellscreenweredeterminedfromwellcompletionrecords.4Totalthicknessofaquiferisexpectedtobeover100feet,includingaquiferbelowbottomofwell.5Lengthofwellscreen:TotalLength(SaturatedLength).

August201216ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 7.0 GEOTECHNICAL REVIEW 7.1 Project Information SHINE Medical Technologies is in the very preliminary design phase of this project. Preliminary site investigation has been performed to evaluate the site for suitability for the proposed development and to assist in the licensing application of the facility. Because of the preliminary nature of the project, little is known about the actual building layout and design. Therefore, we are making assumptions in conjunction with what is known in regard to the building design (Figure 4) and site layout as follows:  The production facility will be a single building having a footprint of approximately 167 feet by 415 feet and an estimated building height of 86 feet with a stack height of 96 feet. The production facility building envelope will be predominantly poured in place concrete clad with decorative insulated composite metal wall panels to meet or exceed the applicable energy codes. The building will be constructed with an at grade finish floor elevation near the existing ground surface. This is currently estimated to be near elevation 825 feet. To reduce the overall height of the structure above the existing ground surface, a portion of the building housing the vessel farm and process shells may extend as much as 32 feet below grade. Accounting for a structural slab and mud slab would extend the excavation to as much as 38 feet below grade. The floor elevation of the vessel farm is estimated to be near elevation 787 feet. A secure depressed loading dock will be provided at the north end of the production facility for receiving and at the south end of the facility for shipping. The vessel farm within the production facility will consist of up to eight Mo-99 generators (TSV cells). Each generator is approximately 10 feet in diameter by 20 feet high. The vessels are surrounded by 5 foot to 6 foot thick concrete shielding walls. The height of these walls is approximately 32 feet. The high bay area above the vessel farm is proposed to be spanned by a bridge crane anticipated to be set at a height of 70 feet above the at grade finished floor elevation. The design will include eight shielded process cells. The building is proposed to be constructed in two phases:
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 2.0 SITE RECONNAISSANCE The location and topography of the site are depicted in Figure 1. On October 20, 2011, a site reconnaissance was performed to observe visible and potential geohazards at the site and surrounding area. A Phase I Environmental Site Assessment was performed in accordance with ASTM procedure 1527, the results of which are included in Golder, 2012b.
o Phase 1 will construct the entire production facility shell, walls, shielding with space for eight Mo-99 generators, but only two generators may be installed and operated in Phase 1.
The project site is presently an agricultural field with a center-pivot irrigation system. Based on our observations, corn and soybeans were the crops raised during the 2011 growing season. The crops had been harvested at the time of our investigation. No surficially dumped or uncontrolled fill, existing structures, or remnants of prior development (such as foundations) were observed. Generalized surface topography of the area slopes gently to the southwest towards the Rock River, which is located 2 miles west and flows north to south. The ground surface across the proposed 316-foot-square building area slopes gently to the northwest with grades dropping about 7 feet from the southeast to the northwest corners.
o Phase 2 will install the remaining generators and construct the Administration Building indicated below. Foundation loads are unknown at this time. However, it is anticipated that column pad, strip footing and large thickened concrete slab type foundations will be utilized in construction of the facility. Site development will include the following elements in addition to the building:
The site was visually reviewed for geohazards as part of the site reconnaissance. We looked for faulting, landslides, erosion, sediment deposits from rivers or lakes, karst features or mining activity, ground subsidence, and soil shrinking or swelling. There was no evidence of geohazards as noted above in our field review. Further detail of the geologic hazard review is presented in Section 5.0, Site Conditions.  
o Paved access roadways for both heavy trucks and light vehicle traffic.
o Paved parking lot(s).
o Light poles o Storm water management basins August201217ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx o A Support Facility Building approximately 150 feet by 100 feet o A future Administration Building approximately 120 ft. by 80 ft.
o A Waste Staging and Shipping Building approximately 100 ft. by 50 ft.
o A Diesel Generator Building approximately 50 ft. by 30 ft.
o A small security guard shack to control access to the building.
o The support facilities will also be clad in insulated composite metal wall panels to be compatible with and complimentary to the aesthetics of the production facility.
The above assumptions are based on the Preliminary Design (Merrick Layout 3, 2012). As the building design progresses we expect the foundation types and their associated loadings will become available. At that time we request the opportunity to review our recommendations relative to the proposed foundation design.
7.2 Foundations 7.2.1 Building Foundations Our geotechnical investigation of the site indicates shallow spread footings can be used to support the proposed building on the native sandy soils observed. Although foundation dimensions and loadings aren't known at this time, we anticipate square or rectangular column pad and strip footings will be used to support the building. The proposed facility is located near the Southern Wisconsin Regional Airport and adjacent to the zoned runway approach area. Therefore, consideration is being given to designing a portion of the building up to 32 feet below grade to reduce its overall height. Accounting for a structural slab and mud slab would extend the excavation to as much as 38 feet below grade. To prepare the site for foundation construction, all crop residue and topsoil should be removed from beneath footing areas. Excavations should expose native sand soils which are recommended to be surface compacted to a minimum of 95 percent of the maximum Modified Proctor Dry Density (ASTM D1577) prior to placing the foundations. If fill is required beneath footings, a clean non-frost susceptible (NFS) clean sand or gravel soil should be placed in maximum loose lifts of 8 inches and also compacted to a minimum of 95 percent of the Maximum Modified Proctor value. The excavation width and length should be oversized a minimum of 2 feet greater than the slab dimensions to provide sufficient fill placement and soil compaction beneath the entire slab. We recommend footings placed near the ground surface be designed  for a net allowable bearing pressure of up to 4,000 psf for two foot wide strip footings and 6,000 psf for six foot wide spread footing pads. Footings placed 22 feet (elevations 798 to 803) or more below grade may be designed with a net bearing pressure of up to 8,000 psf. These bearing capacities are designed with factor of safety to 3.0 and a tolerance for settlement of less than 1 inch. Calculations were performed considering both shear and settlement using Terzahi's Theory, with soil density of 118 pounds per cubic foot from the max-min August201218ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx laboratory test results in Figures C12 - C14, a cohesion value of zero, and an assumed friction angle of 34 degrees for sandy soils (Golder 2012a). Building perimeter and exterior foundations should be protected against frost. To accomplish this, footings should be placed at a depth equal to or greater than the local seasonal frost penetration depth. For southeastern Wisconsin maximum frost penetration is 48 inches according to the Wisconsin DOT Bridge Manual (WisDot, 2010). Interior footings of heated buildings may be placed at shallower depths. Groundwater was observed at depths of 50 - 65 feet below the existing ground surface. For this reason, groundwater is not expected to be encountered in foundation excavations at this site. Stormwater that may enter excavations should readily drain into the sandy subsoils. Water that does collect in excavations should be promptly removed and upon drying the sandy subsoils should be recompacted prior to placing footings. 7.2.2 Mo-99 Generator Foundations The Mo-99 generators and other equipment within the facility can also be supported on spread footing foundations. It is expected the Mo-99 generators will be supported on larger thickened concrete reinforced slab type foundations. It is possible several Mo-99 generators may be supported on a single foundation. Because of the size of the Mo-99 generators and the surrounding 6-foot-thick concrete shielding walls, foundation loads could be relatively high. The area beneath the Mo-99 generator foundations needs to be cleared of all crop residue and topsoil. The exposed sandy subsoils should be compacted to a minimum of 95 percent of the Maximum Modified Proctor Dry Density value. We estimate the sandy soils prepared in this manner can support foundations designed for a net bearing pressure of up to 4,000 psf for two foot wide strip footings and 6,000 psf for six foot wide spread footing pads. Increased bearing capacity can be obtained by lowering the bearing elevation of the foundation beneath the existing ground surface. Spread footing pads placed 22 feet (elevation 798 to 803) or more below grade may be designed with a bearing pressure of up to 8,000 psf. As the facility design is developed, it is recommended the actual foundation design and bearing pressure it exerts on the soils be reviewed. Foundations with larger dimensions influence soils to a greater depth. Therefore, this review is necessary to assure that potential settlement associated with these heavily loaded thickened slab foundations is tolerable. Again, groundwater was observed at depths of 50 to 65 feet below the existing ground surface. Therefore, groundwater is not expected to be encountered in foundation excavations at this site. Because of the sandy soils at this site, any stormwater entering the excavations should readily drain into August201219ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx the subsoils. Water that does collect in excavations should be removed promptly, and upon drying the sandy subsoils should be recompacted prior to placing the foundations. 7.2.3 Below Grade Walls It is possible a portion of the building may be constructed nearly 32 feet below the sites present ground surface. In this case, below grade walls will need to be designed to withstand lateral earth pressures exerted on them by the surrounding soils. We recommend that a free draining granular fill be used to backfill foundation walls, and the following estimated soil parameters be used in design of the walls: Soil Dry Density  118 pcf (pounds per cubic foot) Friction Angle ()  34 degrees Lateral Earth Pressure RatioAt-Rest Ko = 0.44 Active    Ka = 0.28 Passive Kp = 3.54 Cohesion  0 The at-rest value, Ko, would be appropriate for 6 feet thick walls, as as noted in the SHINE preconceptual design report.
Because the observed groundwater level is 50 - 65 feet below the existing ground surface, wall design will not need to account for this. We do recommend that all below grade walls be moisture proofed to minimize the potential for moisture migration through the wall over time. 7.2.4 Concrete Floor Slabs To prepare the site for construction of concrete floor slabs cast on grade, all crop residue and topsoil should be removed. Excavations should expose native sandy soils which are recommended to be surface compacted to a minimum of 95 percent of the Maximum Modified Proctor Dry Density. The site should be filled and leveled. On site sandy soils free of crop residue and other organic matter are suitable for use as fill. The final layer of fill beneath floor slabs should consist of a minimum 3-inch-deep layer of clean coarse sand or gravel material to create a capillary break between the underlying subsoils and the concrete slab.
7.3 Excavations The sandy soils at this site are classified as "Type C" as defined by the Occupational Health and Safety Administration (OSHA) excavation standard 29 CFR Part 1926. To provide unsupported safe and stable excavations according to the standard in this type of soil, excavation slopes should not exceed 1.5V:1H for a maximum depth of 20 feet. Any excavations deeper than 20 feet need to be designed by a licensed engineer.
August201220ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx Excavated on-site soils free of crop residue and other organic matter should be suitable for use as fill and backfill. When placed as fill or backfill, on-site soil should be placed in maximum 8-inch-thick loose lifts and compacted to a minimum of 95 percent of the maximum modified Proctor Dry Density value. 7.4 Roadways and Parking Lot The proposed facility will require access roadways and a parking lot. At this time it is not known the number or type of trucks that will service the facility. Therefore, we limit our discussion to subgrade preparation. Roadway areas for the facility should be cleared of all crop residue and organic soil. The exposed subsoils should be compacted to a minimum 95 percent of the Maximum Modified Proctor Dry Density value prior to placing fill and bringing the roadway to grade. Final road grade should be raised a minimum of 1 foot above the surrounding ground surface. Shallow ditches should be excavated on each side of the road to intercept site surface water run-off and collect roadway water run-off, routing it away from the roadway. As a minimum we recommend the roadway centerline be 2 feet above the ditch bottom. The road embankment edge slopes should be sloped at 1V:4H between the road edge and ditch bottom to facilitate maintenance. The parking lot area should also be cleared of all crop residue and organic soil. Surface grades should be set to promote good surface drainage toward storm water catch basins or a catchment area. The sandy soil subsoils should provide good support for the pavement structural section. The relatively clean sandy soils in addition to a deep groundwater table result in a very low potential for frost heave of the subgrade soils. Foundations for light poles should be extended a minimum of 48 inches below the ground surface. The site soils have low potential for frost heave. However, consideration should be given to the potential for frost jacking of the foundations, causing them to rise out of the ground and possibly tip. We recommend placing low friction sleeves around foundations to minimize this potential issue. 7.5 Site Grading Site grading should promote good surface drainage away from the building and paved areas. This should include the ability to handle flows from large impermeable areas such as the building roof and pavements. Poor drainage adjacent to the building and pavements can cause serious damage and greatly reduce the design life of these facilities.
August201221ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 8.0 SEISMIC HAZARDS 8.1 Seismic Hazard Assessment Golder completed a detailed Seismic Hazard Assessment (Golder, 2012d). 8.2 Soil Site Classification Golder completed a technical memorandum outlining the determination of Site Soil Classification for this site, which is included as Appendix D of this report. As described in the memorandum, the site was reviewed for seismic hazard potential and site soil classification using the provisions of Chapter 20 of ASCE 7-05 and VSP testing measured by Golder. Soil Site Class is determined in accordance with ASCE 7-05 Section 20.3 and Table 20.3-1 based on the average shear-wave velocity of the upper 100 feet (30 meters) of the soil profile. The six soil site classes range from Site Class A to Site Class F. Average shear-wave velocity in the upper 100 feet, Vsavg, was calculated for the SHINE Janesville site in accordance ASCE 7-05 Section 20.4.1, equation 20.4-1 using a total of 35 layers over 103.5 feet. The Vs for the soil profile measured in VSP-01 is 1,081 ft/s. This Vs value indicates a soil Site Class D "stiff soil," based on ASCE 7-05 Table 20.3-1. 8.3 International Building Code Seismic Design Parameters Seismic parameters suitable as a basis for design using 2009 IBC-ASCE 7-05 procedures, as provided in Golder's Site Soil Classification Memo in Appendix D, are summarized in Table 8.3-1. Seismic provisions within the 2009 IBC Chapter 16 and ASCE 7-05 Chapter 11 are based on spectral accelerations for a maximum considered earthquake (MConE) with a return period of 2,475 years (2% probability of exceedance in 50 years).
August201222ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx Table8.312009IBCASCE705SeismicParametersParameter Value SS 0.129 g S1 0.050 g Site Class D SMS 0.206 g SM1 0.119 g Fa 1.6 Fv 2.4 Notes: 1. Parameters based on SHINE Janesville project location of 42.624136°N, 89.024875°W.
: 2. SS and S1 are for Site Class B, for S MS and SM1 for Site Class D. 8.4 Liquefaction Potential and Other Seismically Induced Ground Failures The potential for soil liquefaction at the site was reviewed in accordance with NRC Regulatory Guide 1.198 "Procedures and Criteria for Assessing Seismic Soil Liquefaction at Nuclear Power Plant Sites".
The subsurface investigation revealed no soils considered to be potentially liquefiable. Further, there is no potential for other seismically-induced ground failures (such as settlement, lateral spreading, slope instability/landsliding, or surface-fault rupture) to occur at this site. 8.4.1 Qualitative Review of Liquefaction Potential Our review has deemed the soils at this site pose no potential liquefaction hazard to the project for the following reasons:  Liquefaction occurs only in saturated or near saturated soils. The soils at the site are unsaturated to a depth of about 58 to 65 feet below the ground surface and thus not liquefiable. Soils below these depths are generally considered non-liquefiable (even under higher seismic loads) due to the high effective stress confining the soil. Liquefaction occurs generally in loose soils. The relative density of the sandy soils in the upper 100 feet are generally compact to dense, and therefore considered non-liquefiable under the design seismic ground motions. To our knowledge, there have been no historically recorded cases of liquefaction in the state of Wisconsin, and the site is located in one of the lowest seismic hazard regions in the conterminous United States. The seismic design ground motions associated with this low seismic hazard are of insufficient scale and duration; the resulting seismic cyclic stresses are incapable of producing excess pore water pressure and thus insufficient to trigger liquefaction.
August201223ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 8.4.2 Quantitative Review of Liquefaction Potential 8.4.2.1 Methodology of Liquefaction Analysis Golder conducted a deterministic liquefaction analysis to assess the liquefaction hazard potential and compute potential settlement due to liquefaction based on the Standard Penetration Test (SPT). The state-of-practice "simplified method," based on the original work by R.B. Seed and later updated by Idriss and Boulanger et al. (2008) was utilized. In general, this method employs the effective stress, relative density, and fines content (passing the No. 200 sieve) of the soils to determine resistance or susceptibility of soil to liquefaction. Relative density was estimated based on correlations to corrected SPT (N 1)60 values. Specifically, these inputs are used to calculate the Cyclic Resistance Ratio (CRR) that indicates the capacity of the soil to resist liquefaction. The CRR is compared to the seismic "demand" on the soil, which is expressed in terms of the Cyclic Stress Ratio (CSR) and is a function of the design seismic event. The factor of safety (FS) against liquefaction is the ratio of these two values (CRR/CSR). Correlations are also computed using shear wave velocities measured at the site. Liquefaction-induced volumetric strain of each potentially liquefiable soil layer was estimated using three empirical based procedures: Ishihara (1996), Idriss and Boulanger (2008), and Tokimatsu and Seed (1987) as modified by Lee (2007). These formulations also include possible volumetric strain due to seismic cyclic loading where full liquefaction is not triggered. In both cases, no settlement is predicted. In this study, the liquefaction triggering analysis was performed for the 4,975-year return period design seismic event with the following parameters:    Peak Ground Acceleration  PGA = 0.13g  This includes a ground amplification factor of 1.6 applied to the 0.08g PGA predicted for Site Class B "soft rock"  Moment Magnitude  Mw=5.8 Please refer to Golder's Seismic Hazard Assessment Report (Golder, 2012d) for further detail and explanation of these seismic design motions. Also note that this return period exceeds the return period considered in the Safe Shutdown design earthquake event. For seismic design purposes, a high groundwater design case was considered in the liquefaction analysis. The depth to high groundwater was estimated at 30 feet below the ground surface to conservatively represent water levels higher than estimated during the 500-year flooding event in Golder's Preliminary Hydrological Analysis (Golder, 2012c).
August201224ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 8.4.2.2 SPT Corrections The field blow counts were adjusted for various factors that might differ from standard SPT sampling procedures, including the following: hammer weight and drop height, split spoon sampler size, borehole diameter, rod length, sample set-up and liner, and energy ratio (ER) efficiency relative to 60 percent theoretical energy efficiency. To account for the increased efficiency of the automatic hammer, an ER factor of 72% was utilized (i.e., 20% more energy efficient). Twin Ports Testing performed hammer energy measurements on a separate project in March 2009 with energy transfer ratios ranging between 81% and 91%; thus our chosen 72% ER is considered conservative. Blow counts were also normalized to a common reference effective overburden stress (100 kiloPascals, or approximately 1 ton/sq. ft). The product of these factors determines corrected SPT (N 1)60 values. 8.4.2.3 Results of Liquefaction Analysis Results of the liquefaction analysis demonstrate that there is no potential for liquefaction to occur at this site. The factor-of-safety against liquefaction ranges from 2 to 30, and in most cases exceeds 3. The median factor of safety against liquefaction is 5.3. Factors of Safety greater than 1.4 are considered "high", and in those cases "soil elements would suffer relatively minor cyclic pore pressure generation" (NUREG/CR-5741, U.S. ACOE, 2000, ADD PROPER REF). Factors of Safety less than or equal to 1.1 are considered "low" and liquefaction would expect to be triggered, whereas "intermediate" ranges are between 1.1 and 1.4.
PlotsofcorrectedSPT(N1)60blowcountsandFactorsofSafetyagainstliquefactionareprovidedinAppendixFinbothgraphicalandtabularform.AplotofshearwavevelocitymeasuredinVSP01andcorrespondingFactorsofSafetyagainstliquefactionbasedonthisdataisalsoincludedAppendixF,FigureF2.
August201225ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx 9.0 USE OF REPORT This data report was prepared for the exclusive use of SHINE Medical Technologies for design of the proposed Mo-99 production facility. We understand that SHINE will provide Golder with additional information about the proposed facility to assist us in preparing geotechnical recommendations for the project. We may be contacted after the design progresses, to review our conclusions and recommendations in light of any proposed changes and provide written correspondence addressing modification or verification of the changes. The subsurface conditions at this site appear relatively consistent between the boreholes. However, there is always the possibility of variations in subsurface conditions between the boreholes and also with time. We highly recommend inspection and testing be performed by a qualified geotechnical engineer during construction to verify that conditions encountered are similar to those upon which our recommendations are based, and to provide corrective recommendations if conditions are different than expected or have changed. Unanticipated soil conditions are commonly encountered that cannot fully be determined by a limited number of explorations or soil samples. Such unexpected conditions frequently result in additional project costs in order to build the project as designed. Therefore, a contingency for unanticipated conditions should be included in the construction budget and schedule. The work program for this project followed the standard of care expected of professionals undertaking similar work in the State of Wisconsin under similar conditions, and adhering to the requirements in Golder's Quality Assurance Program Description (Golder, 2012e). No warranty expressed or implied is made.
August 2012 26 Project No.113-81051 10.0 CLOSING This report is respectfully submitted to SHINE Medical Technologies
. If you have questions or require additional information
, please contact Golder at (218) 724-0088. Sincerely
, GOLDER ASSOCIATES INC. p:lprojects\20111113
-81051 shine\geotechnica l\113-81051 shine geotechnical report rev 3 august 3 docx r!/JGold,er Assoaates August201227ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx


==11.0 REFERENCES==
August2012
: 1. ANSI/ANS, 1995.American National Standards Institute Inc., American Nation Standard ANSI/ANS 15.8-1995, Quality Assurance Program Requirements for Research Reactors, Reaffirmed September 14, 2005. 
3
: 2. ASCE 7-05, 2006. Minimum Design Loads for Buildings and Other Structures, Reston, VA: American Society of Civil Engineers/Structural Engineering Institute, 2006.
ProjectNo.11381051
: 3. ASTM C117 - 04. Standard Test Method for Materials Finer than 75-m (No. 200) Sieve in Mineral Aggregates by Washing.

: 4. ASTM C136 - 06. Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 3.0 FIELD INVESTIGATION 3.1 Subsurface Drilling Our subsurface exploration consisted of drilling and sampling 14 boreholes at locations shown in Figure 2. An additional borehole was drilled, but not sampled; this borehole has a 2-inch-diameter PVC casing installed for seismic profile testing to be performed at a later date. Four boreholes (SM-GW1A, SM-GW2A, SM-GW3A and SM-GW4A) were completed as groundwater monitoring wells. The remaining ten boreholes were drilled for the geotechnical investigation within the proposed building area. The boreholes were drilled by Twin Ports Testing, under the direction of a Golder geologist. Boreholes were advanced by Hollow Stem Auger (HSA) method or a combination of HSA followed by mud rotary method for the 3 deeper geotechnical borings. The deeper borings extended well beyond groundwater level and the drilling method was switched to mud rotary to counteract the soil-heaving potential of water-bearing sandy soils. Golder recorded the borehole locations with a Garmin global positioning system (GPS) hand held unit. After completion of the field drilling program, Ayres surveyed the borehole locations. The horizontal survey datum used was NAD/1983/91 Harn, US Survey Feet. The vertical datum is NAVD88 (2007) Geoid 09.
: 5. ASTM D854 - 10. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer.
3.2 Sample Collection Representative samples of the soils encountered in the borehole were obtained by driving a split-spoon sampler ahead of the augers in accordance with ASTM Designation D1586, generally known as the Standard Penetration Test (SPT). Drive samples were collected at 5-and 10-foot intervals to boring completion using a 2-inch outside diameter split-spoon sampler. The sampler was driven a depth of 24 inches for each test in the monitoring well boreholes and the continuously sampled portion of one of the deeper geotechnical boreholes. The sampler was driven 18 inches for the remainder of this and all other geotechnical boreholes. Length of sample recovery was measured and recorded along with driving length on boring logs located in Appendix A and B.
: 6. ASTM D1527 - 99(2005). Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe, Schedules 40 and 80.
Prior to driving the split-spoon, the exposed segment of the drill rod was measured to verify sampler depth and/or check for sand heave in the auger. Although no soil heaving was detected in borehole checks during drilling, loose sandy soils were observed close to the groundwater levels in 6 of 11 boreholes advanced by the HSA method. Such loose soils were not observed in boreholes advanced by the mud rotary method, which suggests water-bearing soils may have experienced disturbance prior to a SPT in some boreholes advanced exclusively by the HSA method. However, the SPT results were not discounted in the geotechnical review.
: 7. ASTM D1557 - 09. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lb/ft 3 (2,700 kN-m/m 3)).8. ASTM D1586 - 11. Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils.
The sampler was driven vertically in measured intervals for each test using a 140-pound automatic drop hammer free-falling for 30 inches. The number of blows required to drive the sampler each 6-inch interval of the sampling attempt is recorded on the borehole logs. In addition, the total number of blows required
: 9. ASTM D2487-11. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), by ASTM International. 10. ASTM D2488-09a. Standard Practice for Description and Identification of Soils (Visual-Manual Procedure), by ASTM International. 11. ASTM D2216 - 10. Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass.12. ASTM D4044 - 96(2008). Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers.13. ASTM D4253 - 00(2006). Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
August201228ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3 august 3.docx
: 14. ASTM D4254 - 00(2006) e1. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.15. ASTM D4972 - 01(2007).
Standard Test Method for pH of Soils.16. ASTM D7400 - 08. Standard Test Methods for Downhole Seismic Testing.17. Attig, J.W., Bricknell, M., Carson, E.C., Clayton, L., Johnson, M.D., Mickelson, D.M., and Syverson, K.M., 2011. Glaciation of Wisconsin, Wisconsin Geological and Natural History Survey, Educational Series 36 [fourth edition], 4 p. 18. Cannon, W.F., Kress, T.H., and Sutphin, D.M., 1999. Digital Geologic Map and Mineral Deposits of the Lake Superior Region, Minnesota, Wisconsin, Michigan. U.S. Geological Survey Open File Report 97-455 (Version 3, Nov. 1999) [http://pubs.usgs.gov/of/1997/of97-455/index.html], accessed 12/18/2011. 19. CEUS SSC, 2012. Central Eastern United States - Seismic Source Characterization for Nuclear Facilities, United States Nuclear Regulatory Commission, United States Department of Energy, Electric Power Research Institute, Website: http://www.ceus- ssc.com/index.htm, Date accessed: March 27, 2012.20. Charpentier, R.R., 1987. A summary of petroleum plays and characteristics of the Michigan basin, United States Geological Survey, Open File Report 87-450R, 33 p. 21. Clayton, L., and Attig, J.W., 1997. Pleistocene Geology of Dane County, Wisconsin. Wisconsin Geological and Natural History Survey, Bulletin 95, 64 p., 2 sheets. 22. DPC, 2010. La Crosse Boiling Water Reactor - Decommissioning Plan Revision, November 2010, Document Date 12/28/2010, Dairyland Power Cooperative, U.S. Nuclear Regulatory Commission Accession Number ML110190592, Website: http:// adams.nrc.gov/wba, Date accessed: April 24, 2012. 23. Fullerton, D.S., Bush, C.A., and Pennell, J.N., 2003. Map of surficial deposits and materials in the eastern and central United States (east of 102 degrees West longitude). U.S. Geological Survey Geologic Investigation Series I-2789, Version 1.0 [http://pubs.usgs.gov/imap/i-2789/], accessed 1/17/2012.


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: 24. Godt, J.W., and Radbruch-Hall, D.H., 1997. Landslide Overview Map of the Conterminous United States, Digital Compliation of Landslide Overview Map of the Conterminous United States, Dorothy H. Radbruch-Hall, Roger B. Colton, William E. Davies, Ivo Lucchitta, Betty A. Skipp, and David J. Varnes, 1982. U.S. Geological Survey Open-File Report 97-289 [http://landslides.usgs.gov/learning/nationalmap/], accessed 1/19/2012. 25. Golder, 2011a. Duluth Office Field and Laboratory Quality Manual (FLQM), RL 0, October 17, 2011. 26. Golder, 2011b. Work Plan, October 18, 2011.27. Golder 2012a, Geotechnical Calculations, Golder Report 8, Project No.11381051,Rev1,GolderAssociatesInc.August3,2012.28. Golder, 2012b. Phase I Environmental Site Assessment, Golder Report 4, Project 113-81051, Revision 1, April 27, 2012. 29. Golder, 2012c. Preliminary Hydrological Analyses, Janesville, Wisconsin, Golder Report 7, Project No. 113-81051, Rev 3, Golder Associates Inc., August 3, 2012. 30. Golder, 2012d. Seismic Hazard Assessment Report, Janesville, Wisconsin, Golder Report 5, Project No. 113-81051, Rev 4, Golder Associates Inc., August 3, 2012
4
: 31. Golder, 2012e. Quality Assurance Program Description (QAPD), GAI DUL D02 01/2012 RL1, Project No. 113-81051, Golder Associates Inc., January 12, 2012.32. Merrick & Company, 2013. Preliminary Design Report Molybdenum-99 Production Facility, Prepared for SHINE Medical Technologies. Layout 3, 2012. 33. Merlin G. Spangler and Richard L. Handy, 1982. Soil Engineering, Fourth Edition, 1982.34. Mudrey, Jr., M.G., Brown, B.A., and Greenberg, J.K., 1982. Bedrock Geologic Map of Wisconsin. University of Wisconsin-Extension Geological and Natural History Survey, scale 1:1,000,000.35. NEID, 2012. Earthquake Intensity Database Search 1638-1985, National Geophysical Data Center, National Oceanic and Atmospheric Administration, Website: http://
ProjectNo.11381051
www.ngdc.noaa.gov/hazard/int_srch.shtml#eqcoord, Date accessed: January 10, 2012. 36. Olive, W.W., Chleborad, A.F., Frahme, C.W., Schlocker, J., Schneider, R.R., and Schuster, R.L., 1989. Swelling Clays Map of the Conterminous United States. U.S. Geological Survey Miscellaneous Investigations Series Map I-1940, 1 sheet, scale 1:7,500,000 [http://ngmdb.usgs.gov/Prodesc/proddesc_10014.htm], accessed 1/20/2012.

August201230ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx to advance the sampler through the 6-to 18-inch sampling interval is presented as N on the borehole logs; this total is commonly referred to as a blow count. The blow counts shown on the borehole logs are field values that have not been corrected for overburden, sampler size, or other factors.
: 37. Radbruch-Hall, D.H., Colton, R.B., Davies, W.E., Lucchitta, I., Skipp, B.A.. and Varnes, D.J.,
Bulk samples of auger cuttings for maximum/minimum density testing were obtained from the three deeper boreholes. Samples were collected from a depth of 9 to 11 feet below ground surface (bgs) and are noted on borehole logs located in Appendix B.
1982. Landslide Overview Map of the Conterminous United States. U.S. Geological Survey Professional Paper 1183 [http://pubs.usgs.gov/pp/p1183/pp1183.html], accessed 1/19/2012. 38. RCGIS, 2012. Rock County Geographic Information System. Rock County, State of Wisconsin [http://68.249.68.135/Rock/viewer.htm?Title=Rock%20County%20GIS%20Map%20Viewer], accessed 1-16-2012. 39. SHINE, 2011. Quality Assurance Program Description (QAPD), Revision - 0 (RL 0), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995, July 14, 2011. 40. Stover, C.W. and Coffman, J.L., 1993. Seismicity of the United States, 1568-1989 (Revised), United States Geological Survey, Professional Paper 1527, 418 p. 41. UFC, 2004. Unified Facilities Criteria 3-220-03FA, Soils and Geology Procedures for Foundation Design of Building and other Structures, January 16, 2004. 42. USDA SCS, 1974. Soil Survey of Rock County, Wisconsin. United States Department of Agriculture Soil Conservation Service, in cooperation with University of Wisconsin Department of Soil Science, Wisconsin Geological and Natural History Survey, and the Wisconsin Agricultural Experiment Station, July 1974, 160 p.
3.3 Monitoring Wells The hydrology analyses included hydrological and hydrogeological assessments of the project site. A hydrogeological investigation was advanced beginning with the installation of four groundwater monitoring wells at the site between October 18 and 21, 2011. Golder selected the well locations shown in Figure 2, which were proposed to SHINE and AMEC on October 13, 2011, and formally approved on October 31, 2011. The monitoring wells were installed by Twin Ports Testing, under the direction of a Golder geologist.
http://soils.usda.gov/survey/print ed_surveys/state.asp?state=W isconsin&abbr=WI], accessed 1/16/2012. 43. U.S. Department of Defense, 2004. UFC 3-220-03FA, Soils and Geology Procedures for Foundation Design of Building and Other Structures (Except Hydraulic Structures) January 16, 2004. 44. U.S. Nuclear Regulatory Commission, Washington, DC. U.S. Code of Federal Regulations, Title 10, Part 50, Domestic Licensing of Production and Utilization Facilities.¹ 45. U.S. Nuclear Regulatory Commission, Washington, DC. U.S. Code of Federal Regulations, Title 10, Part 100, Reactor Site Criteria.¹ 46. U.S. Nuclear Regulatory Commission, Washington, DC, 1996a. NUREG-1537, Part 1, Guidelines for Preparing and Reviewing Applications for the Licensing of Non-Power Reactors.¹ 47. U.S. Nuclear Regulatory Commission, Washington, DC, 1996b. NUREG-1537, Part 2, Guidelines for Preparing and Reviewing Applications for the Licensing of Non-Power Reactors.¹ August201231ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx
Drive samples of soil were collected at 5-foot intervals in monitoring wells SM-GW1A and SM-GW2A, and at 10-foot intervals in monitoring wells SM-GW3A and SM-GW4A. Consistency of subsurface conditions in the 5-foot drive samples from the first two boreholes prompted the second two boreholes to be collected at 10-foot intervals. A similar consistency was observed in drive samples from geotechnical borings.
: 48. U.S. Nuclear Regulatory Commission, Washington, DC, 1999. NUREG/CR-5741, Technical Bases for Regulatory Guide for Soil Liquefaction,¹  49. U.S. Nuclear Regulatory Commission, Washington, DC, 1998. Regulatory Guide 4.7, General Site Suitability Criteria for Nuclear Power Stations, Revision 2, April 1998.¹  50. U.S. Nuclear Regulatory Commission, Washington, DC, 2003a. Regulatory Guide 1.132, Site Investigation for Foundations of Nuclear Power Plants, Revision 2, October 2003.¹ 51. U.S. Nuclear Regulatory Commission, Washington, DC, 2003b. Regulatory Guide 1.198, Procedures and Criteria for Assessing Seismic Soil Liquefaction at Nuclear Power Plant Sites, November 2003. 52. U.S. Nuclear Regulatory Commission, Washington, DC, 2007.
The wells consisted of 2-inch-diameter PVC pipe with 15-to 20-foot-long slotted screens. Screen elevations were determined based on the elevation of groundwater encountered while drilling, and are summarized in Table 6.2.1 of this report. The monitoring wells extend approximately 3 feet above grade within protective casing having locking covers. Three protective pipe bumpers were installed around each well. The wells were developed by Golder following installation, on October 22 and 23, 2011. AMEC will be measuring monthly groundwater elevations and providing the data to Golder.
Regulatory Guide 1.208, A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion, March 2007.¹ 53. U.S. Nuclear Regulatory Commission, Washington, DC, 2003c. Regulatory Guide 1.138, Revision 2, Laboratory Investigations of Soils and Rocks for Engineering Analysis and Design of Nuclear Power Plants, December 2003. ¹ 54. U.S. Nuclear Regulatory Commission, Washington, DC, 2010.
Monitoring well logs were generated by a Golder engineer who reviewed the drillers field logs and recovered samples. Recovered soil samples were visually classified according to the Unified Soils Classification System (USCS) that is summarized in Figure 5. The USCS information in Figure 5 was adapted from ASTM 2487-11, Classification of Soils for Engineering Purposes (Unified Soil Classification System), which is listed in the Reference section. The monitoring well logs are presented in Appendix A as Figures A1 through A4.  
Regulatory Guide2.5, Revision 1, Quality Assurance Program Requirements for Research and Test Reactors, June 2010. ¹ 55. Vierbicher, 2010. Rock County Hazard Mitigation Plan Update. Prepared by Vierbicher in cooperation with the Rock County Emergency Management and Rock County Planning Economic and Community Development Agency, 145
: p. [http://clintonpd.us/Documents/hazard_mitigation_plan.pdf], accessed 1/20/2012. 56. WGNHS, 1983. Thickness of Unconsolidated Material in Wisconsin. University of Wisconsin-Extension Geological and Natural History Survey [http://wisconsingeologicalsurvey.org/pdfs/pgszp df/thickness_uncons olidated.pdf], accessed 12/16/2011. 57. WGNHS, 2009. Karst and Shallow Carbonate Bedrock in Wisconsin. Wisconsin Geological and Natural History Survey, 2 p. [http://wisconsingeologicalsurvey.org/karstbedrock.htm], accessed 1/20/2012. 58. WISDNR, 2011, Wisconsin Department of Natural Resources, Administrative Code, Chapter NR141, March 2011.
August201232ProjectNo.11381051p:\projects\2011\113-81051 shine\geotechnical\113-81051 shine geotechnical report rev 3  august 3.docx
: 59. WISDOT, 2010, Wisconsin Department of Transportat ion Manual, Bridge Manual, Chapter 12, Abutments, July 2010.
Note 1: Documents are available at: http://www.nrc.gov/reading-rm/doc-collections/ 


Figures l z i3 J t g 0 " ii 1'i '6 SCALE MILES LEGEND 0 SHINE PROJECT LOCATION REFERENCE 1.) 1:24,000 SCALE TOPOGRAPHIC MAPS PRODUCED BY USGS AND DISTRIBUTED BY WISCONSIN DNR. QUADRANGLES SHOWN INCLUDE JANESVILLE WEST (1997), JANESVILLE EAST (1997), BELOIT (1997), SHOPIERE (1997).
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TITLE LU .Golder ; Associates CHECK AT 6/18/12 SCALE AS SHOWN DESIGN CADD APG 6/18/12 VICINITY MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN .., FILE No. VICINITY
5
_MAP_ Wl.dwg REVIEW TGK 6/18/12 ......
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0 PROJECT No. 113-81051 REV. JANESVILLE I SHN I WI 1 G11-08G11-09G11-10G11-07G11-06G11-05G11-04G11-01G11-02G11-03SM-GW2ASM-GW3ASM-GW1ASM-GW4AVSP-012J:\2011 Jobs\113-81051 SHINE Medical Technologies, Wisconsin\CAD\Janseville_Site_GT_HARN-W-WI-SF.dwg l 7/20/2012 4:22 PM l AGarrigus l JANESVILLE--------APG7/20/12TR7/20/12TK7/20/1227/20/12FIG.113-81051 SITE_MAP_HARN-W-WI-SG.DWG JANESVILLE / SHN / WI SITE MAPSHINE MEDICAL TECHNOLOGIESJANESVILLE,WISCONSIN 1.) AERIAL IMAGERY DISTRIBUTED BY CITY OF JANESVILLE AND PROVIDED BY CLIENT.

2.) ADDITIONAL AERIAL IMAGERY PROVIDED BY NAIP AND DISTRIBUTED BY U.S.G.S.
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 3.4 Geotechnical Building Borings The subsurface exploration consisted of drilling and sampling ten boreholes (G11-01 to G11-10) within the proposed building footprint, as shown in Figure 3. The borehole locations were selected by Golder on October 18, 2011 and approved by SHINE on October 20, 2011.
3.) FAA ZONE C BOUNDARY OF THE SOUTHERN WISCONSIN REGIONAL REPORT LAND USE PLAN AND AIRPORT OVERLAY ZONING DISTRICT ORDINANCE WAS PROVIDED BY CITY OF JANESVILLE ON 10/4/11.
The number of boreholes and their required depth were determined in accordance with Appendix D of NRC Regulatory Guide 1.132, Site Investigations for Foundations of Nuclear Power Plants, Revision 2, October 2003. Because the project is in the conceptual and licensing phase, preliminary design informationincluding estimated building loads has not yet been determined. Using Appendix D of the guide, Golder determined the required depth or dmax = 60 feet as follows:
4.) PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY ON 7/20/12.
z Assume density of in-place soils (overburden) is 100 pcf (which is based on the occurrence of groundwater deeper than 50 feet and a conservative unit weight).
REFERENCE 1.) BOREHOLE AND WELL LOCATION COORDINATES AS SURVEYED BY AYERS ASSOCIATES ON NOVEMBER 11, 2011.
z Assume allowable foundation soil bearing pressure of 6,000 pounds per square foot (psf);
2.) PROPOSED DEVELOPMENT AREA IS A SQUARE, MEASURING 316 FEET ON EACH SIDE.
this assumption is conservative.
3.) CENTER OF BUILDING OUTLINE PLACED WITHIN PROPOSED SITE POLYGON AS DIRECTED BY CLIENT.
z Calculate effective overburden stress at 60 feet below grade = 60 feet X 100 pcf = 60,000 psf.
4.) NORTHING AND EASTINGS PROVIDED IN WISCONSIN STATE PLANE, SOUTH ZONE, NAD1983/91 HARN, US SURVEY FEET. THE VERTICAL DATUM IS NAVD88 (2007) GEOID09.
z Calculate 10% of effective stress = 0.10 X 60,000 psf = 6,000 psf.
NOTESORIGINALPROPOSEDDEVELOPMENT AREALEGENDSM-GW2AG11-08WELL LOCATION AND DESIGNATOR FAA ZONE C BOUNDARYPROPOSEDPROPERTYBOUNDARYBOREHOLE LOCATION AND DESIGNATOR CHECKREVIEWDESIGNCADDSCALEFILE No.PROJECT No.
Golder drilled 10 boreholes within the 100,000-square-foot proposed building area, to achieve one boring per 10,000 square feet. Three borings (30%) are considered principal borings, as defined in Appendix D of NRC 1.132, and seven are considered non-principal borings.
TITLEAS SHOWNREV.VSP-01BOREHOLE LOCATION WITH 2 INCH PVC INSTALLED FOR SEISMIC TESTING AND DESIGNATOR SCALE0400400FEETPROPOSEDBUILDINGBOUNDARY PLAN G11-08G11-09G11-10G11-07G11-06G11-05G11-04G11-01G11-02G11-03VSP-01J:\2011 Jobs\113-81051 SHINE Medical Technologies, Wisconsin\CAD\Proposed_building_layout_FINAL_Boreholes.dwg l 7/20/2012 4:33 PM l AGarrigus l JANESVILLE SCALE0FEET1001003--------AG7/20/12TR7/20/12TK7/20/1227/20/12FIG.113-81051 Proposed_layout.dwg JANESVILLE / SHN / WI BOREHOLE LOCATION MAP SHINE MEDICAL TECHNOLOGIESJANESVILLE,WISCONSIN CHECKREVIEWDESIGNCADDSCALEFILE No.PROJECT No.
A depth of 70 feet for non-principal borings was selected because this depth allows the following:
TITLEAS SHOWNREV.ORIGINALPROPOSED DEVELOPMENT AREABOREHOLE LOCATION AND
z Extends 33 feet below the anticipated primary building foundation elevation and 13 feet below the anticipated lowest foundation elevation z Extends below anticipated water table z Meets dmax = 60, and allows for 10 feet of surface elevation irregularity Golders original proposal was to extend the three principal borings 20 feet into bedrock. However, they were drilled to a depth of 220 feet below the existing ground surface without encountering bedrock.
Extending the borings to depths of 220 feet is appropriate based on the following considerations of this depth:
z 150 feet deeper than dmax z Standard penetration tests yield blow counts greater than 50 per 6 inches, which is usually taken to be Refusal (UFC 3-220-03FA; see References) z Meets requirements for Golders seismic analysis of the site


DESIGNATOR LEGENDG11-081.) AERIAL IMAGERY DISTRIBUTED BY CITY OF JANESVILLE AND PROVIDED BY SHN.
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2.) PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY ON 7/20/12.
6
REFERENCE VSP-01BOREHOLE LOCATION WITH 2 INCH PVC INSTALLED FOR SEISMIC TESTING AND DESIGNATOR PROPOSED BUILDING BOUNDARY PLAN SHINE MEDICAL TECHNOLOGIES - BUILDING BOUNDARY PLAN AREA OF CORE DRILLING - 316 FEET BY 316 FEET 415'-9"167'-0"J:\2011 Jobs\113-81051 SHINE Medical Technologies, Wisconsin\CAD\Proposed Floor Plan2.dwg l 7/20/2012 4:40 PM l AGarrigus l JAN ESVILLE4--------APG7/20/12TR7/20/12TK7/20/1227/20/12FIG.113-81051 Proposed Floor Plan2.dwg JANESVILLE / SHN / WI PROPOSED FLOOR PLAN SHINE MEDICAL TECHNOLOGIESJANESVILLE,WISCONSIN CHECKREVIEWDESIGNCADDSCALEFILE No.PROJECT No.
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TITLEREV.NOT TO SCALE REFERENCE PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY LLC ON 7/20/12.

f <: "' a: 8 u: i i "&sect; .;; " '8' 0 c "li {!!. "iii " UNIFIED SOIL CLASSIFICATION (adapted from ASTM 02487)
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx The boreholes were drilled by Twin Ports Testing, under the direction of a Golder geotechnical engineer between October 21 and November 2, 2011. Drive samples of soil in geotechnical boreholes were collected at 2-foot intervals to a depth of 10 feet below grade then sampled at 5-foot intervals to a depth of 50 feet, and 10-foot intervals after a depth of 50 feet. Continuous sampling was planned for one principal boring, G11-06. Due to consistency of soil type and SPT values in the upper 50 feet, sampling was reduced to a 10-foot interval below 50 feet. Drive samples of soil in monitoring well boreholes were collected at either 5-foot or 10-foot intervals the entire depth. No drive samples were collected in the seismic borehole.
CRITERIA FOR ASSIGNING SOIL GROUP NAMES GROUP SOIL GROUP NAMES & LEGEND AND GROUP SYMBOLS USING LABORATORY TESTS SYMBOL GRAVELS CLEAN GRAVELS Cu2<4AND1 SCcS3 GW WELL-GRADED GRAVEL ., <5%FINES W"t> Cu < 4 AND/OR [Cc < 1 OR Cc > 3) GP POORLY GRADED GRAVEL
Upon completion, boreholes were filled and sealed with quick grout. Borehole abandonment was performed in strict accordance with Chapter NR 141 of the Wisconsin Administrative Code (WIS DNR, 2011). Borehole logs were generated by a Golder engineer who reviewed the drillers field logs and recovered soil samples. Recovered soil samples were visually classified according to the USCS that is summarized in Figure 4. The borehole logs are presented in Appendix B, Figures B1 through B10.
(/) >50% OF COARSE c c "' --' FRACTION RETAINED 0 "' w oz ON NO 4. SIEVE GRAVELS WITH FINES CLASSIFY AS ML OR MH GM SILTY GRAVEL -rJ (J)0w g lt) 00> FINES w ::N www zz->12%FINES FINES CLASSIFY AS CL OR CH GC CLAYEY GRAVEL --(/) (.')WN SANDS Cu2<6AND1 SCcS3 SW WELL-GRADED SAND
3.5 Seismic Profiling Test Borehole Preparation for seismic profile testing at the site required drilling and casing a borehole (VSP-01). This borehole was not sampled and was drilled by HSA method near the center of the proposed building area by Twin Ports Testing on November 3, 2011. The borehole was cased with 2-inch-diameter PVC to a depth of 103.5 feet and grouted in place with a Portland cement and water mixture to produce a similar density as the insitu soil, which is suggested in ASTM D7400. The grout was tremied through a tube inserted to the bottom of the hole within the casing sidewalls as the HSA was carefully and slowly backed out to minimize disturbance. The grout tube was inserted in the borehole similar to Figure 3B in ASTM D7400.
* 0:: . CLEAN SANDS .., w .., <5%FINES c ro!... o::g Cu < 6 AND/OR [Cc < 1 OR Cc > 3) SP POORLY GRADED SAND j OF COARSE 8 e (.) FRACTION PASSES FINES CLASSIFY AS ML OR MH SM SILTY SAND -CD<: ON NO 4. SIEVE SANDS AND FINES >12% FINES "=-"' FINES CLASSIFY AS CL OR CH sc CLAYEY SAND 60 CL LEAN CLAY i<"! SILTS AND CLAYS !i;: ORGANICCLAYORSILT/
3.6 Site Survey Using a Garmin GPS unit, Golder personnel located the four groundwater monitoring wells and ten building boreholes relative to the proposed building area. Upon completion, the monitoring well and building borehole locations were surveyed by Ayres Associates (Ayres), a professional surveyor licensed in the state of Wisconsin, on November 11, 2011. The horizontal survey datum used was NAD/1983/91 Harn, US Survey Feet. The vertical datum was NAVD88 (2007) Geoid 09. Table 3.6-1 lists the location (northing and easting) and ground surface elevation of the monitoring wells, boreholes and VSP test hole.  
1 I I v (/) .,_50 (OH, OL)tt .o --' 0(J)W LIQUID LIMIT <50 <( LLrown _ 1 CH ML SILT J: LL (not dned) s * * "t> 'g a. (J)W> (.) . i [.,: .. , *r 1-_ ! m O(J)W 0 OL ORGANIC CLAY OR SILT I'! w 8. W(J)(ii >-z 1 i 1-(3 0 CL' CH FAT CLAY 8 i SILTS AND CLAYS i= MH It iii <.?:5o 5 WAZ C/) CL.10-ML "l z LIQUID LIMIT ::5 7 MH ELASTIC SILT l; g u:: CL*"-0-"

* I!* 'a; 0 0.. 00 ! r% 10 20 30 70 eo 90 100 OH ORGANIC CLAY OR SILT HIGHL'' ORGANIC SOILS I PRIMARILy' with 5% to 12% fines require dual GN<<. GP<<. u 010 I
-sc. SP-sM. SP.SC) and add "with silr to group name. W fines classify as SCSM. or SM, use dual or c 010 x 060 CRITERIA FOR DESCRIBING MOISTURE CONDITION (adapted from ASTM 02488) DRY ABSENCE OF MOISTURE. DUSTY. DRY TO THE TOUCH MOIST DAMP BUT NO VISIBLE WATER WET VISIBLE FREE WATER. USUALLY SOIL IS BELOW WATER TABLE COMPONENT DEFINmONS BY GRADATION COMPONENT SIZE RANGE BOULDERS ABOVE 12in. COBBLES 3 in. to 12 in. GRAVEL 3 in. to #4 (4.76 mm) COARSE GRAVEl 3 in. to 3/4 in. FINE GRAVEL 3/4 in. to No.4 (4.76 mm) SAND #4 (4.76 mm) to #200 (0.074 mm) COARSE SAND #4 (4.76 mm) to #10 (2.0 mm) MEDIUM SAND #10 (2.0 mm) to #40 (0.42 mm) FINE SAND #40 (0.42 mm) to #200 (0.074 mm) SILT AND CLAY SMALLER THAN #200 (0.074 mm) SILT 0.074 mm to 0.005 mm CLAY LESS THAN 0.005 mm DESCRIPTIVE TERMINOLOGY FOR PERCENTAGES (adapted from ASTM 02488) :ODOR PT PEAT RELATIVE DENSITY I CONSISTENCY ESTIMATE USING STANDARD PENETRATION TEST (SPl) VALUES (adapted from Terzaghi and Peck 1967) COHESIONLESS SOILS 1*> COHESIVE SOILst*> N ONFINED u c COMPRESSIVE STRENGTH (TSFj<'> RELATIVE DENSITY (N,)so (blows/1!)
1'> VERY LOOSE 0-4 LOOSE 4-10 COMPACT 10-30 DENSE 30-50 VERY DENSE OVER 50 CONSISTENCY VERY SOFT SOFT FIRM STIFF VERY STIFF HARD (N,).. (blowslft r 0-2 2-4 4-8 8-15 15-30 OVER30 0-0.25 0.25-0.50 0.50-1.0 1.0-2.0 2.0-4.0 OVER4.0 (a) Soils consisling of grawl, sand. and silt, either separately or in combination possessing no characteristics of plasticity.
and exhlblling drained behallior
. (b) Solis possessing the charac1erlslics of plasticity
, and exhlbning undrained behavior. (c) Refer to AS1M D1586 for a definition of N value. (N,J.o is theN value corrected for hammer energy and overburden pressure.
and Is detailed In AS1M 06066. N values may be affected by a number of factors including:
material size. sampler size. hammer weigh1 and type, dep1h, drilling me1hod, and borehole disturbance
. N values are only an _.,xi mate guide for fruzen soli or cohesive soil. (d) Undrained shear strength.
s,= 112 unconfined compression strength. U,. Note that Torvane (TV) measures s, and pocket penetrometer (PP) measures U, SAMPLER ABBREVIATIONS SS SPT Sampler (2 in. OD. 140 lb hammer) SSO Oversize Split Spoon (2.5 in. OD, 140 lb typ.) HD Hea-.y Duty Split Spoon (3 in. OD, 300/340 lb typ.) BD Bulk Drive (4 in. OD, 300/340 lb hammer typ.) CA Continous Core (Soil in Hollow-Stem Auger) GS Grab Sample from Surface I Testpit LABORATORY TEST ABBREVIATIONS C Core (Rock) TW Thin Wall (Shelby Tube) MS Modified Shelby GP Geoprobe RC Air Rotary Cuttings AG Auger Cuttings DESCRIPTIVE RANGE OF Con Consolidation P200 Percent Fines (Silt & Clay) SpG Specific Gravity Comp Proctor Compaction (D698/D1557) pH Soil pH TC Thaw Consolidation/Strain Dd Dry Density PID Photoionization Detector TV Torvane K Thennal Conductivity PM Modified Proctor TX Unconfined Compression MA Sieve and Hydrometer Analysis pp Pocket Penetrometer We Liquid Limit (LL) NP Non-plastic PTLD Point Load w. Plastic Limit (PL) ou Organic Loss SA Sieve Analysis n Soil Resistivity TERMS PROPORTION TRACE 0*5% FEW 5-10% LITTLE 10-25% SOME 30-45% MOSTLY 50-100% :g TITLE UJ z 5: CIJ ; .. .g .., FILE No. Proposed Floor Plan.dwg PROJECT No. SCALE DESIGN CAOO CHECK REVIEW REV. AS SHOWN APG 6/18112 JDU 6/18112 TK 6118112 6118112 SOIL CLASSIFICATION
-LEGEND SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN FIG. JANESVILLE I SHN I WI 5 113-81051 ...  
..
Appendix A Monitoring Wells 


Appendix B Logs of Geotechnical Borings 
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table3.61
MonitoringWell,BoreholeandVSPTestHole
LocationsandElevations
Boring Number Depth (ft)
Surface Elevation (ft)
Northing (ft)
Easting (ft)
G11-01 71.0 819.10 N 247840.73 W 492616.87 G11-02 71.0 822.32 N 247841.97 W 492747.78 G11-03 71.0 824.92 N 247840.42 W 492878.48 G11-04 71.0 821.87 N 247715.32 W 492617.65 G11-05 221.0 824.55 N 247713.41 W 492705.26 G11-06 221.0 825.87 N 247715.17 W 492787.45 G11-07 71.0 826.35 N 247713.00 W 492874.76 G11-08 71.0 824.74 N 247584.69 W 496919.89 G11-09 221.0 824.99 N 247586.51 W 49274832 G11-10 71.0 826.18 N 247584.88 W 492874.74 SM-GW1A 71.5 825.78 N 248568.86 W 492655.35 SM-GW2A 67.0 819.23 N 246973.23 W 492635.32 SM-GW3A 71.5 827.31 N 247753.86 W 493372.93 SM-GW4A 60.0 811.72 N 247756.93 W 931904.43 VSP-01 103.5 825.14 N 247712.04 W 492747.73 Notes:
ThehorizontalsurveydatumusedwasNAD/1983/91Harn,USSurveyFeet.
TheverticaldatumwasNAVD88(2007)Geoid09.


Appendix C Laboratory Testing Results June 2012 TABLE C-1 SUMMARY OF LABORATORY TESTING RESULTS PAGE 1 OF 3 113-81051GravelSandSilt/ClayTopBottom+ #4#4 to #200- #200SiltClayMaxMinG11-0112.03.511.224.56.02.9 37.08.52.86.990.52.6 SP49.511.02.2514.516.02.88.190.11.8 SP619.521.02.6 724.526.03.131.463.64.94.00.9SP 829.531.03.8 2.706934.536.02.82.794.82.4 SP1039.541.03.9 0.04*1144.546.02.53.193.04.0 SP1249.551.03.2 1359.561.015.71469.571.013.7G11-0212.03.53.424.56.03.4 37.08.53.4 49.511.03.325.170.84.1 SP514.516.03.4619.521.02.512.485.52.1 SP724.526.02.8 2.696829.531.03.731.565.53.12.80.3SP 934.536.03.4 0.04*1039.541.02.92.496.11.5 SP1144.546.03.31249.551.03.2 1359.561.017.72.894.32.9 SP1469.571.013.9G11-0312.03.53.524.56.03.441.551.96.6 SP-SM37.08.53 49.511.02.624.972.13.0 SP514.516.02.6 2.699619.521.05.554.542.03.63.40.2GP724.526.0 0.03*829.531.03.10.697.12.3 SP934.536.03.71039.541.03.7 0.02*1144.546.03.123.472.83.7 SP1249.551.03.21359.561.021.2 1469.571.09.6G11-0412.03.53.624.56.03.237.08.52.029.965.84.3 SP49.511.03.4 0.02*512.013.52.715.680.73.7 SP614.516.02.6 0.03*719.521.06.9 824.526.04.0929.531.03.318.777.14.2 SP1034.536.02.7 1139.541.03.716.480.72.92.60.3SP 1244.546.02.7 2.6981349.551.02.41459.561.019.40.094.35.7 SP-SM1569.571.017.4G11-0512.03.54.224.56.02.5 37.08.53BULK G11-059.011.03.4142.2117.949.511.03.8 514.516.02.124.069.96.1 SP-SM619.521.02.4 724.526.02.9829.531.02.8934.536.03.1 0.04*1039.541.03.110.185.34.6 SP1144.546.011.3 BoreholeNumberMoistureContent (%)
August2012
Grain Size (%)
8
Hydrometer SampleNumberUSCS(2)Sample Depth (feet)
ProjectNo.11381051
SpecificGravityRelative Density (pcf)Sulfate(% by Mass)*Testresultatorbelowreportablelowerlimit June 2012 TABLE C-1 SUMMARY OF LABORATORY TESTING RESULTS PAGE 2 OF 3 113-81051GravelSandSilt/ClayTopBottom+ #4#4 to #200- #200SiltClayMaxMinBoreholeNumberMoistureContent (%)

Grain Size (%)
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 4.0 LABORATORY TESTING Upon completion of the field investigation, soil samples were transported to Golders Duluth office.
Hydrometer SampleNumberUSCS(2)Sample Depth (feet)
SPT samples were transported in tightly sealed glass jars, and bulk samples in tightly sealed 5-gallon plastic buckets. A complete list of samples was generated, and a proposed testing program to measure index properties and engineering properties of the subsurface soils within the proposed development area was submitted to SHINE Medical Technologies on November 5, 2011. Moisture content and grain size tests were completed between November 5 and 27, 2011.
SpecificGravityRelative Density (pcf)Sulfate(% by Mass)1249.551.010.11359.561.020.9 1469.571.022.71579.581.020.41689.591.021.10.092.08.0 SP-SM1799.5101.09.3 18109.5111.019.6 19119.5121.019.320129.5131.021139.5141.016.8 2.68922149.5151.021.30.089.110.87.83.0SP-SM 23159.5161.018.1 24169.5171.017.6 25179.5181.012.626189.5191.013.1 CL-ML27199.5201.019.10.090.49.6 SP-SM28219.5221.020.5G11-0610.02.014.822.04.04.434.06.02.446.08.02.4 58.010.03.2BULK G11-069.011.02.8141.1117.6610.012.02.3712.014.02.7814.016.02.846.548.84.7 SP916.018.02.71018.020.05.8 1120.022.02.5 0.03*1222.024.02.21324.026.02.76.790.03.4 SP1426.028.03.5 1528.030.02.9 1630.032.04.81732.034.03.41824.036.02.3 1936.038.02.716.180.83.2 SP2038.040.03.3 2140.042.04.5 2242.044.03.22344.046.03.62446.048.02.6 2548.050.03.63.292.54.33.01.3SP 2659.561.018.5 2.6732769.571.018.42879.581.025.42989.591.023.3 3099.5101.09.542.752.05.3 SP-SM31109.5111.012.1 32119.5121.010.9G11-0712.03.53.124.56.01.7 37.08.52.915.480.64.0 SP49.511.02.5 514.516.02.40.097.92.1 SP619.521.01.6 2.684724.526.03.538.456.84.83.41.4SP 829.531.01.6 0.01934.536.03.131.565.03.5 SP1039.541.04.61144.546.03.81.593.74.8 SP1249.551.02.4 1359.561.012.6 1469.571.019.3G11-0812.03.52.424.56.02.937.08.52.4 49.511.02.810.586.72.9 SP514.516.01.9
Moisture content tests were conducted on all the SPT samples according to procedures described in ASTM procedure D2216. Grain size distribution tests were performed on 40 SPT samples in accordance with ASTM procedures C136 and C117. Specific gravity tests were performed on 10 SPT samples in accordance with ASTM procedure D854. Maximum and minimum density tests were performed on three bulk samples in accordance with ASTM procedures D4253 and D4254. Water-Soluble sulfate tests were performed on ten SPT samples in accordance with ASTM Procedure C1580. Results are discussed in Section 5.2.1. The results of all laboratory testing are summarized in Appendix C.  
*Testresultatorbelowreportablelowerlimit June 2012 TABLE C-1 SUMMARY OF LABORATORY TESTING RESULTS PAGE 3 OF 3 113-81051GravelSandSilt/ClayTopBottom+ #4#4 to #200- #200SiltClayMaxMinBoreholeNumberMoistureContent (%)
Grain Size (%)
Hydrometer SampleNumberUSCS(2)Sample Depth (feet)
SpecificGravityRelative Density (pcf)Sulfate(% by Mass)619.521.02.520.477.62.0 SP724.526.02.5 0.03*829.531.05.5934.536.03.819.077.43.52.706SW1039.541.04.117.776.16.24.81.4SP-SM 1144.546.03.03.094.42.7 SP1249.551.03.8 1359.561.013.71469.571.014.9G11-0912.03.53.224.56.02.331.859.88.4 SW-SM37.08.57.7BULK G11-099.011.03.0143.4117.649.511.01.8514.516.02.4619.521.07.613.882.14.1 SP724.526.02.0 829.531.03.0 934.536.03.91039.541.03.71144.546.02.7 1249.551.02.5 1359.561.021.27.787.35.0 SP1469.571.018.71579.581.023.91689.591.019.4 1799.5101.010.9 18109.5111.010 19119.5121.07.820129.5131.020.0 2.68921139.5141.012.017.873.78.56.71.8SW-SM 22149.5151.017.5 23159.5161.020.1 24169.5171.015.325179.5181.012.926189.5191.010.5 CL-ML27199.5121.019.1 28209.5211.016.9 29219.5221.012.91.260.838.0 SMG11-1012.03.52.724.56.03.225.369.55.2 SP-SM37.08.52.1 49.511.02.455.636.97.4 GP-GM514.516.02.1 2.692619.521.02.832.262.35.54.51.0SP-SM724.526.02.4 0.04*829.531.03.49.288.82.0 SP934.536.02.11039.541.03.423.272.74.1 SP1144.546.03.91249.551.03.91359.561.017.9 1469.571.025.5
*Testresultatorbelowreportablelowerlimit


RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254JOB NAME:BORING NUMBER:
August2012
G11-05JOB NUMBER:SAMPLE NUMBER:
9
BulkDEPTH:9-11'MOLD DATA Initial Mold Volume (Vi), ft3:0.1002Mold Area (A), ft2:0.1963Load Plate Thickness (T), in0.5043MINIMUM DENSITY DETERMINATIO NMoisture Content Determinatio nTrial Number:123TareN6J10Weight Mold & Soil, g:10,178.010,193.810,184.3 Wt. of Wet Soil + Tare300.761119.20 Weight Mold, g:4,825.24,825.24,825.2 Wt. of Dry Soil + Tare300.681056.90Weight Soil, g:5,352.85,368.65,359.1Wt. of Tare27.9984.85Moisture Content (%)0.03%6.4%
ProjectNo.11381051
Minimum Density

, Dmin,  =Average Weight Soil, g:5,358.6Average Soil Weight, lb
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 5.0 SITE CONDITIONS 5.1 Site Surface Geology The SHINE site in Rock County, Wisconsin, has been influenced strongly by Pleistocene (1.8 million years to 10,000 years ago) glacial erosion and deposition, and subsequent post-glacial erosional and depositional processes. The site is covered by a mantle of well-drained loamy soils underlain by stratified sand and gravel (USDA SCS, 1974; Fullerton et al., 2003; RCGIS, 2012). These sands and gravels represent late Wisconsin to possibly Holocene-age glaciofluvial outwash deposits, transported from the Wisconsin-age glacial moraines related to the Green Bay Ice lobe of the Laurentide Ice Sheet to the north (Attig et al., 2011). Depth to bedrock at the Janesville site may be as deep as 300 feet (Mudrey et al.,
=117.9pcfAverage Weight Soil, lb:11.82Mold Volume, ft 3MAXIMUM DENSITY DETERMINATIO NDial 1 Final Dial Reading, in:
1982; WGNHS, 1983), supported by geotechnical boreholes for this investigation completed to 221 feet deep without encountering bedrock (see Record of Boreholes G11-05, G11-06 and G-11-09 in Appendix B). Bedrock consists of Cambrian and Ordovician sedimentary bedrock (conglomerate, dolomite, limestone, sandstone, shale) with estimated shallow to horizontal dips, underlain by Proterozoic bedrock (Mudrey et al., 1982; Cannon et al., 1999).
(0.064)Final Mold Volume
Within Rock County, two east-striking faults are identified within Cambrian to Ordovician sedimentary bedrock (Mudrey et al., 1982). The Janesville fault (also named the Evansville fault) consists of an approximately 19-mile-long (31 km), east-striking fault with north side down (DPC, 2010) located approximately 6 miles (10 km) north of Janesville. This fault is identified as the predominant fault segment, with a second segment striking to the north (DPC, 2010).
, Vf, =Dial 2 Final Dial Reading, in:
The project site is located on the Wisconsin Arch, which trends south from Wisconsin into Illinois and is at least 124 miles (200 km) long. The Wisconsin Arch describes a zone of gently uplifted and warped basement rocks. Within Rock County, two east-striking faults have been mapped within the Cambrian to Ordovician sedimentary bedrock units. An approximately 1.6-mile-long fault is located about 1.9 miles north of Janesville, and an approximately 19-mile-long normal fault (north block down) is located about 6 miles north of Janesville.
(0.121)Vi - (Rf +T/ 12) x A=0.0943 ft3Dial 3 Final Dial Reading, in:
5.2 Subsurface Conditions 5.2.1 Soil The subsurface conditions encountered at the site are depicted in detail on the Record of Boreholes displayed in Appendix A and B. The soil conditions comprise about one foot of topsoil and crop residue overlying a relatively clean, fine to coarse grained, sand occasionally with gravel that extends to 180 to 185 feet bgs. Laboratory gradation tests classified the layer primarily as poorly graded sand, with gravel and silt in some of the layers. Moisture contents in the upper 50 feet ranged from 2.0 to 11.3 percent, and moisture contents below this depth ranged from 9.5 to 25.4 percent. Soluble-sulfate in soil at sample
(0.173)Dial 4 Final Dial Reading, in:
(0.206)Average Dial Reading (Rf), in:(0.141)Maximum Density
, Dmax,  =Weight Wet Soil & Tare, g:
13,078.8Ws=142.2pcfWeight Dry Soil & Tare, g:
12,690.0VfWeight Tare, g:
6,611.9Weight Water, g:388.8Weight Dry Soil, g:6,078.1 Weight Dry Soil (Ws), lb:13.40Moisture Content, %:6.4 RELATIVE DENSITY RESULT SLab WorkRJMMinimum Densit y117.9pcfDate12/2/2011 CheckedMBMaximum Densit y142.2pcf*Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.
Lakewood, Colorado6/18/2012Figure C12 RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254JOB NAME:BORING NUMBER:
G11-06JOB NUMBER:SAMPLE NUMBER:
BulkDEPTH:9-11'MOLD DATA Initial Mold Volume (Vi), ft3:0.1002Mold Area (A), ft2:0.1963Load Plate Thickness (T), in0.5043MINIMUM DENSITY DETERMINATIO NMoisture Content Determinatio nTrial Number:123TareQ-4MattWeight Mold & Soil, g:10,178.810,155.710,176.7 Wt. of Wet Soil + Tare311.466743.70 Weight Mold, g:4,822.14,822.14,822.1 Wt. of Dry Soil + Tare311.326378.60Weight Soil, g:5,356.75,333.65,354.6Wt. of Tare27.31544.60Moisture Content (%)0.05%6.3%
Minimum Density
, Dmin,  =Average Weight Soil, g:5,345.7Average Soil Weight, lb
=117.6pcfAverage Weight Soil, lb:11.79Mold Volume, ft 3MAXIMUM DENSITY DETERMINATIO NDial 1 Final Dial Reading, in:
0.073Final Mold Volume
, Vf,  =Dial 2 Final Dial Reading, in:
0.053Vi - (Rf +T/ 12) x A=0.0924 ft3Dial 3 Final Dial Reading, in:
(0.141)Dial 4 Final Dial Reading, in:
(0.092)Average Dial Reading (Rf), in:(0.027)Maximum Density
, Dmax,  =Weight Wet Soil & Tare, g:
12,893.9Ws=141.1pcfWeight Dry Soil & Tare, g:
12,520.0VfWeight Tare, g:
6,608.8Weight Water, g:373.9Weight Dry Soil, g:5,911.2 Weight Dry Soil (Ws), lb:13.03Moisture Content, %:6.3 RELATIVE DENSITY RESULT SLab WorkRJMMinimum Densit y117.6pcfDate12/2/2011 CheckedMBMaximum Densit y141.1pcf*Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.
Lakewood, Colorado6/18/2012Figure C13 RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254JOB NAME:BORING NUMBER:
G11-09JOB NUMBER:SAMPLE NUMBER:
BulkDEPTH:9-11'MOLD DATA Initial Mold Volume (Vi), ft3:0.1002Mold Area (A), ft2:0.1963Load Plate Thickness (T), in0.5043MINIMUM DENSITY DETERMINATIO NMoisture Content Determinatio nTrial Number:123TareQ-1DTWeight Mold & Soil, g:10,165.110,169.510,172.9 Wt. of Wet Soil + Tare279.071455.30 Weight Mold, g:4,822.14,822.14,822.1 Wt. of Dry Soil + Tare278.831367.20Weight Soil, g:5,343.05,347.45,350.8Wt. of Tare24.9783.87Moisture Content (%)0.09%6.9%
Minimum Density
, Dmin,  =Average Weight Soil, g:5,342.0Average Soil Weight, lb
=117.6pcfAverage Weight Soil, lb:11.78Mold Volume, ft 3MAXIMUM DENSITY DETERMINATIO NDial 1 Final Dial Reading, in:
(0.409)Final Mold Volume
, Vf, =Dial 2 Final Dial Reading, in:
(0.320)Vi - (Rf +T/ 12) x A=0.0935 ft3Dial 3 Final Dial Reading, in:
0.221Dial 4 Final Dial Reading, in:
0.138Average Dial Reading (Rf), in:(0.092)Maximum Density
, Dmax,  =Weight Wet Soil & Tare, g:
13,102.7Ws=143.4pcfWeight Dry Soil & Tare, g:
12,685.0VfWeight Tare, g:
6,608.8Weight Water, g:417.7Weight Dry Soil, g:6,076.2 Weight Dry Soil (Ws), lb:13.40Moisture Content, %:6.9 RELATIVE DENSITY RESULT SLab WorkRJMMinimum Densit y117.6pcfDate12/2/2011 CheckedMBMaximum Densit y143.4pcf*Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.
Lakewood, Colorado6/18/2012Figure C14


AppendixDSiteSoilClassificationforSeismicDesign
August2012
<'/I Golder Associates TECHNICAL MEMORANDUM Date: August 3, 2012 Project No.: 113-81051 To: From: cc: Company:
10
SHINE Medical Technologies Address:
ProjectNo.11381051
8123 Forsythia St. Suite 140 Middleton

, WI 53562 Golder Report No. 113-81051 GR1, Revision 5, 8/03/12 RE: SITE SOIL CLASSIFICATION FOR SEISMIC DESIGN APPENDIX D OF GOLDER REPORT 113-81051 GR 6, REVISION 3, 8/03/12 (PRELIMINARY GEOTECHNCIAL ENGINEERING REPORT) This technical memorandum revises and supersedes the soil Site Cia ssification Technical Memorandum issued to SHINE Medical Technologies by Golder January 6, February 13, May 18, June 18, and July 23, 2012. The technical memorandum provides a soil site classification for the SHINE Medical Technologies proposed medical isotope production site located in, Rock County, Wisconsin
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx depths between 10 and 40 feet bgs exhibited negligible sulfate exposure levels for concrete (less than 0.10% by mass) as defined in ACI 350-06, Code Requirements for Environmental Engineering Concrete Structures and Commentary.
. Soil site classification was completed using the provisions in Chapter 20 of the American Society of Civil Engineers Standard 7-05 (ASCE Standard 7-05) and downhole shear wave velocity measured by Golder Associates Inc. (Golder) on November 29, 2011. Golder (2012a) provides the description of the quality assurance program under which this technical memorandum was prepared. 1.0 BACKGROUND Golder has been contracted by SHINE Medical Technologies to perform geotechnical
Below the sand is a 10- to 18-foot-thick stratum of clayey silt that is underlain by sand or silty sand to the borehole termination depth of 221 feet bgs. Laboratory testing indicated the clayey silt had liquid limits of 18 to 19, and plastic limits of 13 to 14. Boreholes G11-05, G11-06 and G11-09 were the only boreholes extended to this greater depth.
, hydrological
Based on SPT N values, density of the sand increases with depth. In general, sandy soils observed down to a depth of approximately 60 to 80 feet were classified compact to dense except near the apparent water table. Although no soil heaving was observed during drilling, 6 of the 14 borings included one SPT classified loose at or just below the observed water level. While a review of the data suggests a possibility of heave-related soil disturbance, the blow counts were not discounted in the geotechnical or liquefaction analysis. Below approximately 80 feet, sandy soils were classified as dense to very dense.
, and seismic services for the proposed m edical isotope production facility investigation site near Janesville
The 10- to 18-foot-thick stratum of clayey silt located approximately 180 to 185 feet bgs in the three deeper borings was classified as hard. Results of hand penetrometer tests corroborate the SPT results and are included on borehole logs G11-05 and G11-06 in Appendix B.
, Wisconsin
The groundwater monitoring well and remaining geotechnical boreholes terminated at depths between 60 and 71.5 feet bgs. Bedrock was not encountered during drilling, although sampler refusal (known as practical refusal) was experienced with increasing frequency in all three of the deep boreholes at depths below 80 feet. Based on drive sample recovery and visual soil classification, the high blow counts do not appear to be related to gravel blockage.
. Part of the work contracted includes a soil site classification for the application of the seismic design requirements of the 20091nternational Building Code (IBC 2009) and ASCE Standard 7-05. Golder has advanced 15 soil borings (1 0 geotechnical borings, one cased boring for vertical seismic profiling and four additio nal borings, which were converted to groundwater monitoring wells) at the Janesville site. Boring depths range from 60 feet (18m) to 221 feet ( 67 m) below ground surface (bgs). The locations and Records of B oreholes are presented in Golder's preliminary geotechnical report (Golder 2012b). The Record of Cased Hole VSP-01, other site Records of 8 oreholes and grain size distributions indicate that in general the upper 100 feet (30m) of the site soils are compact to very dense, brown, moist to wet, fine to medium grained sand with little gravel (Golder 2012b). As part of th e field investigation program, Golder also undertook downhole velocity profiling in cased borehole VSP-01 to support classification of the site soil conditions for the evaluation of soil Site Class required for application of ASCE Standard 7-05. Because ASCE Standard 7-05 defines soil Site Class p transfer 8-3-12\113-81051 updated srte elan memo 3 8UQUSt 2Q12.dOCX\113-8105 UPDATED Site Class Memo Golder Associates Inc. 230 Commerce, Suite 200 Irvine, CA 92602 USA Tel: (714) 508-4400 Fax: (714) 508-4401 www.golder.com Golder Associates
5.2.2 Groundwater Groundwater was encountered in all of the boreholes during drilling at elevations ranging from about 754 to 766 (about 50 to 65 feet below grade) as indicated in Table 5.2.2-1. Groundwater levels can be expected to fluctuate seasonally and annually with changes in local and regional precipitation patterns.
: Operations in Africa, Asia, Australasia
Groundwater flow direction and gradient are provided in Golders Preliminary Hydrological Analysis (Golder, 2012c).  
, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation Richard Vann Bynum SHINE Medical Technologies 2 113-81051 August 3, 2012 based on the average geotechnical properties for the 1 00 feet (30 m) of soil below the ground surface, only the upper 100 feet (30 m) are described and evaluated in this memorandum
. Vertical seismic profiling was performed on site by Go lder personnel on November 29, 2011. The meth odology and results of the downhole velocity profiling tests are provided in Attachment A. Calcul ations of soil Site Class are provided in Attachment B. 2.0 SCOPE OF WORK Golder selected to use average shear wave velocity to develop the soil Site Class because this parameter is the one most closely linked to the likely response of the soil to earthq uake ground shaking. Average shear wave velocity is one of the four methods listed in ASCE Standard 7-05, Chapter 20, Section 20.4 that are applied to classify soils within the upper 100ft (30 m). Shear wave velocity data were collected from the downhole velocity profiles as shown in Table A-1 of Attachment A. The average shear wave velocity was calculated by entering the incremental shear wave velocity values into a Microsoft Excel&#x17d; spreadsheet
, and using a mathematical function in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.1. Equation
: 20. 4-1 was used to evaluate the soil Site Class (Table B-1 in Attachment B). The result was verified via calculations by hand (Attachment B). We note that the maximum depth of the evaluated shear wave field data is 100.5 ft (30.6 m). Although this depth exceeds the parameter of 100ft (30.5 m) specified in ASCE Standard 7-05 by half a foot (0.1 m), any potential slight variation in average velocity due to these additional six inches are considered negligible for the purpose of this study. In addition, the soil Site Class was substantiated by calculating the average standard penetration resistance for cohesion less soil layers by entering the incremental N-values into a Microsoft Excel&#x17d; spreadsheet and using a mathematical function in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.2. Equation 20.4-3 was used to determine the soil Site Class (Tables B-2 and B-3 in Attachment B). values were as reported in the Records of Borehole G11-05 and G11-06 (Golder 2012b) that are reproduced in Attachment Bas Figures B-1 and B-2, respectively
. 2.1 SITE SOIL CLASSIFICATION Soil Site Cia ss was determined in accordance with ASCE Standard 7-05, Chapter 20, Section 20.3 including Table 20.3-1 based on the average shear wave velocity of the up per 100ft (3 0 m) of the soil profile. The six soil Site Classes range from Site Class A to Site Class F. Average shear wave velocity (ils) in the upper 100.5 feet (30 m) wa s calculated in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.1, equation 20.4-1: (equation 20.4-1) where v5 is the average shear wave velocity in ft/s ctJGolder Associates Richard Vann Bynum SHINE Medical Technologies 3 d; is the thickness (ft) of any layer between 0 and 100ft (0 and 100.5 ft for this study) Vs; is the shear wave velocity in ft/s and .Li=1 d; is equal to 100ft (1 00.5 ft for this study) 113-81051 August 3, 2012 The soil Site Class was further substantiated by calculating the average standard penetration resistance for cohesionless soillaye rs in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.2, equation 20.4-3: N ch di t=lNi (equation 20.4-3) where Nch is the average standard penetration resistance for cohesionless soil layers in blows/ft d; = d5 where d5 is the total thickness (ft) of cohesion less soil layers in the top 100ft d; is the thickness (ft) of any layer between 0 and 100ft N; is the standard penetration resistance in blows/ft N-values from the upper 100 feet (30m) provided in the Records of Borehole G11-05 and G11-06 were evaluated to determine soil Site Class. Thes e boreholes are both located about 50ft from VSP-01 (Golder 2012b). Data and calculated average N-values are shown in Tables B-2 and B-3 of Attachment B, and are based on th e standard penetration resistance as directly measured in the field without corrections
. 3.0 RESULTS The ifs for the soil profile measured in VSP-01 is 1,081 ft/s (330 m/s) based on a total of 34 layers over 100.5 feet (30.6 m) as shown in Table B-1 of Attachment B. This ifs value lies between 600 and 1,200 ft/s (183 and 366 m/s), indicating a soil Site Class D, stiff soil, based on ASCE Standard 7-05, Chapter 20, Section 20.3, Table 20.3-1. Calculations made by hand verify that the ifs for the soil profile measured in VSP-01 is also 1,081 ft/s (330 m/s) and are included in Attachment B. The average standard penetration resistances for cohesionless soil layers for boreholes G11-05 and G11-06 are 29.3 blows /ft (Table B-2) and 25.5 blows/ft (Table B-3), respectively
, as also shown in Attachment B. These calculated values for the average standard penetration resistance for cohesionless soil layers are both betwee n 15 and 50 blows/ft that additionally indicate that the site soil is Site Class D, stiff soil, based on ASCE Standard 7-05, Chapter 20, Section 20.3, Table 20.3-1. lA\ Golder \2JIAssoaates Richard Vann Bynum SHINE Medical Technologies


==4.0 REFERENCES==
August2012
11
ProjectNo.11381051

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table5.2.21
WaterLevelReadings
Borehole
Number
SurfaceElevation
(ft)
WaterElevation
(ft)
G1101
819.10
754.1
G1102
822.32
763.8
G1103
824.92
765.9
G1104
821.87
763.4
G1105
824.55
ODF
G1106
825.87
ODF
G1107
826.35
761.4
G1108
824.74
765.7
G1109
824.99
ODF
G1110
826.18
761.2
SMGW1A
825.78
763.8
SMGW2A
819.23
762.2
SMGW3A
827.31
764.8
SMGW4A
811.72
761.7
Notes:
Allmeasurementswereobtainedwhiledrilling.
ODFObscuredbydrillingfluidinboreholesG1105,G1106,andG1109.

5.3 Geologic Hazards We reviewed available reports and maps describing the following geologic hazards for the SHINE Janesville site in Rock County: landslides, land subsidence, karst features, and swelling clays. The findings are summarized below.
Based on the landslide overview map of the conterminous United States (Radbruch-Hall, 1982; Godt and Radbruch-Hall, 1997), the project site is located in a zone of low landslide incidence, defined as less than 1.5 percent of area involved in landsliding. The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that no significant landslideshave been reported in Rock County in recent years. The Hazard Mitigation Plan indicates that while the potential for landslide formation is low in Rock County, this does not rule out the potential occurrence of small-scale, localized landslides.  


4 113-81051 August 3, 2012 ASCE Standard 7-05. 2006. Minimum Design Loads for Buildings and Other Structures
August2012
, Reston, VA: American Society of Civil Engineers/Structural Engineering Institute 7-05, 388 pp. Golder (Golder Associates Inc.). 2012a. Quality Assurance Program Description (QAPD), prepared for SHINE Medical Technologies
12
, dated January 12. Duluth MN: Golder. Golder (Golder Associates Inc.) 2012b. Preliminary Geotechnical Engineering Report, Janesville
ProjectNo.11381051
, Wisconsin

, Golder Report 6, Project No. 113-81051
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that subsidence has not been an issue in Rock County and that the risk is not considered high. The Rock County Hazard Mitigation Plan notes that tilling for agriculture and pumping of groundwater could result in localized settlement and subsidence.
, Rev 3, Golder Associates Inc., August 3, 2012. IBC 2009 (International Building Code). 2009. International Code Council, Inc., International Building Code (IBC), USA, 676 pp. 5.0 APPENDICES ATTACHMENT A: Vertical Seismic Profiling Test Results ATTACHMENT B: Calculations of Soil Site Class for Proposed SHINE Medical Technologies Site ATTACHMENT A VERTICAL SEISMIC PROFILING TEST RESULTS 
Rock County contains carbonate bedrock susceptible to dissolution or karst formation (WGNHS, 2009).
.Golder Associates TECHNICAL MEMORANDUM DATE July 23, 2012 TO FROM cc PROJECT NO. COMPANY ADDRESS GOLDER REPORT NO. 113-81051 SHINE Medical Technologies 8123 Forsythia St. Suite 140 Middleton
The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that the county has a potential to form karst features, particularly in the eastern third of the county. The project site is located approximately in the central third of Rock County. According to the Hazard Mitigation Plan, no significant sinkholes have been reported in Rock County in recent years.
, WI 53562 113-81051 GR3, Revision 3, 8/3/12 RE: VERTICAL SEISMIC PROFILING TEST RESULTS ATTACHMENT A OF GOLDER REPORT GP1, REVISION 5, 8/3/12 (SITE SOIL CLASSIFICATION FOR SEISMIC DESIGN) This technical memorandum presents the results of the vertical seismic profile (VSP) testing performed at the proposed SHINE Medical Technologies Proposed Medical isotope Production Facility Investigation site located at Rock County, Wisconsin
Based on the swelling clays map of the conterminous United States (Olive et al. 1989), the project site is located in a unit identified as containing little or no swelling clay. The Rock County Hazard Mitigation Plan (Vierbicher, 2010) does not comment on soils with high shrink-swell potential, expansive soils, or swelling clays. From our geotechnical investigations (Appendices A and B), highly plastic clays were not observed in any of the samples obtained during the subsurface investigation.
. VSP testing was completed in VSP-01 on November 29, 2011. VSP-01 was cased with a PVC pipe and grouted in place. Adjacent borehole and water well logs, as well as soil laboratory tests, indicate that the subsurface soil consists of compact to very dense sand throughout the borehole. Methodology For the VSP method, seismic energy is generated at the ground surface by an active seismic source and recorded by a geophone located in a nearby borehole at a known depth (Figure A-1 ). The active seismic source can be either compression or shear-wave
These general hazard overviews and Rock County Mitigation Plan concur with the site-specific information obtained from subsurface investigations of the Janesville site. Because the site is essentially flat and underlain by more than 200 feet of dense to very dense sand, sandy silt and silty sand, we consider that geological hazards related to landslide occurrence, subsidence, karst formations and swelling clays are insignificant at the site.
. The tim e required for the energy to travel from the source to the receiver (geophone) provides a measurement of the average compression or shear-wave seismic velocity of the medium between the source and the receiver. Data obtaine d from different geophone depths are used to calculate ad etailed vertical sei smic velocity profile of the subsurface in the immediate vicinity of th e test borehole. The high resolution results of a VSP surv ey are commonly used to classify the site soil conditions as part of many national building codes and engineering design standards
Seismic geo-hazards are summarized in Section 8 of this report and discussed in more detail in Golders Seismic Hazard Assessment Report (Golder, 2012d).  
. Golder Associates ltd. 2390 Argentia Road. Mississauga
, Ontario, Canada L5N 5Z7 Tel: +1 (905) 567 4444 Fax: +1 (905) 567 6561 www.golder.com Golder Associates
: Operations In Africa, Asia, Australasia
, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation
. . )
Richard Vann Bynum SHINE Medical Technologies Figure A-1: Layout and resulting time traces from a hypothetical VSP survey Field Work 113-81051 August 3, 2012 The field work was completed on November 29, 2011 by personnel from the Golder Mi ssissauga
, Ontario and Duluth, Minnesota offices. Both compression and shear wave seismic sources were used, and both sources were located in close vicinity to VSP-01. The seismi c source for the compression wave test consisted of a 12 pound (5.5 kil ogram) sledge hammer vertically impacted on a metal plate. The plate was located 4.8 feet from VSP-01. The seismic source for the shear-wave test consisted of the same 12 pound sledge hammer horizontally impacted on alternate ends of a wooden beam to induce polarized shear-waves
. The wooden beam, 8 feet long by 6 inches square, was located 4.8 feet from the VSP-01, and coupled to the ground surface by parking a vehicl e on top of it. Test measurements started at 1.5 feet below the ground surface. Data we re recorded in the borehole with a 3-component receiver spaced sequentially at 3-foot intervals below the g round surface, and extended to the maximum depth of the casing in VSP-01 (1 03.5 feet). The seismic records collected for each source location were stacked a minimum of 1 0 times to minimize the effects of ambient background seismic noise on the collected data. The data wa s sampled at 2. 08 x1 o-2 millisecond intervals
. A total time window of 0.341 seconds was collected for each seismic shot record. -. 2/6 -Golder Associates Richard Vann Bynum SHINE Medical Technologies Data Processing Processing of the VSP test results consisted of the following main steps: 113-81051 August 3, 2012 1) Combination of seismic records to present seismic traces for all depth intervals on a single plot for each seismic source and for each component
: 2) Low Pass Filtering of data to remove spurious high frequency noise 3) First break picking of the compression and shear-wave arrivals
: 4) Calculation of the average compression and shear-wave velocity to each tested depth interval Processing of the VSP data was completed using the Seislmager/SW software package (Geometries Inc. -Version 4.2.0.0 -January 24, 2011 ). The plots of the seismic records are presented in Figures A-2 and A-3. These figures show the fi rst break picks of the compression wave and shear wave arrivals overlaid on the seismic waveform traces recorded at the different ge ophone depths. The arrivals were picked on the vertica I component for the compression source and on the two horizontal components for the shear source. 3/6 f!!JJ Golder \Z7i\ssociates Richard Vann Bynum SHINE Medical Technologies Source= O.Oft Time (ms) -10 10 30 50 70 90 110 130 0 5 10 15 v \. \, 20 25 30 35 40 45 g 50 1\. 1\. r---\ \ \ \ !A. \ r------.,....
\.
\. v V' !A. \ \ Q) 55 0 c 60 <<l r 1\ .,.... ..... 65 (/) 0 70 75 80 85 90 95 100 \ (!;;{ 0 \. Y>>; VM /'lv /' /'v /'
"'"' l/\::: J'< _,../\ ...._.. 150 113-81051 August 3, 2012 Figure A-2: First break picks of compression wave arrivals (purple) along the seismic traces recorded at each receiver depth 4/6 =K_c:* I?JJ_. Golder \2P Associates Richard Vann Bynum SHINE Medical Technologies g Q) 0 c: l1l -(/) 0 Source= O.Oft -10 0 10 20 30 40 50 60 70 80 90 100 10 30 50 Time (ms) 70 90 110 130 150 113-81051 August3,2012 Figure A-3: First break picks of shear wave arrivals (red) along the seismic traces recorded at each receiver depth Results The VSP results from VSP-01 are summarized and listed in Table A-1. The shear wave and compression wave layer velocities were calculated in 3-foot intervals by best-fitting a theoretical travel time model to the field data collected
. The depths presented on the tables are relative to the ground surface at the time of measurement. The estimated dynamic engineering moduli, based on the calculated wave velocities
, are also listed in Table A-1. The engineering moduli were calculated using an estimated bulk density based on borehole logs from adjacent boreholes
, but a detailed geotechnical investigation would be necessary to determine a more accurate density for each layer. A bulk density of 118.6 lbstte was estimated over the entire depth of the borehole. See the attached record of cased hole for additional information regarding borehole VSP-01 (Figure A-4). 5/6 lfll __ Golder \Z7 Associates Richard Vann Bynum SHINE Medical Technologies Closure 113-81051 August 3, 2012 Golder trusts that these results meet your current needs. If you have any questions or require clarification of the information provided, please contact the undersigned at your convenience
. GOLDER ASSOCIATES L TO. Attachments
: 1. Figure A-4-Record of Cased Hole VSP-01 2. Table A-1-VSP Survey Results-Borehole VSP-01 \\dul1-s-fs1-vmlprojectslprojects\20111113-81051 shinelseismicla1
-appendix a geophysical vsp survey (revised).docx 6/6 


April 2012TABLE A-1VSP SURVEY RESULTS - BOREHOLE VSP-01SHINE PROJECTJANESVILLE, WISCONSIN 113-81051TopBottomCompression Wave (ft/s)Shear Wave (ft/s)
August2012
Poissons RatioShear Modulus (MPa)Deformation Modulus (MPa)Bulk Modulus (MPa)01.5886459118.60.323798891.54.51148525118.60.37491331684.57.51640820118.60.33119317317 7.510.519691050118.60.3019550642510.513.522971181118.60.3224665060313.516.522971083118.60.3620756265516.519.523951050118.60.38195537753 19.522.523951050118.60.38195537753 22.525.51476820118.60.28119303226 25.528.517391115118.60.15220505241 28.531.517391115118.60.15220505241 31.534.518041115118.60.19220523282 34.537.519691148118.60.24233578374 37.540.519691148118.60.24233578374 40.543.519691148118.60.24233578374 43.546.519691148118.60.24233578374 46.549.519691148118.60.24233578374 49.552.520671148118.60.28233594444 52.555.522971148118.60.33233621621 55.558.524611148118.60.36233633758 58.561.524611148118.60.36233633758 61.564.524611148118.60.36233633758 64.567.524611148118.60.36233633758 67.570.523621148118.60.3523362667570.573.542651148118.60.46233680290073.576.542651148118.60.462336802900 76.579.549211148118.60.472336853964 79.582.552491148118.60.472336864553 82.585.552491148118.60.472336864553 85.588.555771148118.60.48233688518088.591.562341312118.60.483048986453 91.594.562341476118.60.4738511316345 94.597.562341804118.60.4557516726092 97.5100.562341804118.60.4557516726092100.5103.562341804118.60.4557516726092Layer Depth (ft)Dynamic Engineering PropertiesEstimated Bulk Density (lbs/ft3)0.10Average Wave VelocityNotes1. Depth presented relat ive to ground surface.2. This Table to be analyzed in conjunction with the accompanying report.
13
0.000.010.020.030.040.050.060.070.080.090.010.020.030.040.050.060.070.080.090.0100.0Travel Time (s)
ProjectNo.11381051
Depth (ft)Field ShearModel ShearField CompressionModel CompressionGolder Associates

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 6.0 FIELD TESTING 6.1 Shear-Wave Velocity Profile Casing for the Vertical Seismic Profiling (VSP) test was installed by Twin Ports Testing under the direction of a Golder geotechnical engineer on November 3, 2011. VSP testing was performed by a Golder geophysicist and senior engineering technician on November 29, 2011. Measured seismic shear wave velocities ranged from 459 feet per second at the surface to 1,804 feet per second at depths ranging from 94.5 to 100.5 feet. The test methods and results of the VSP test are detailed in a Technical Memorandum of Vertical Seismic Profiling Test Results (Golder Report No. 113-81051 GR3, Revision 3, August 3, 2012). This Technical Memorandum is presented as Attachment A to Golders Site Soil Classification Memo (Golder Report No. 113-81051 GR1, Revision 5, August 3, 2012), included as Appendix D of this report.
The estimated bulk density presented in Table A-1 (see Attachment A of Appendix D) was estimated over the entire depth of the borehole based on Golders analysis and interpretation of soil conditions as observed in the field. Estimates of dynamic engineering properties (Poisson's ratio, Shear modulus, Deformation modulus, Bulk modulus) are also presented in Table A-1, and are based on the shear and compression wave velocities and the estimated bulk densities. These initial dynamic engineering properties were developed to support any preliminary engineering analyses that required these parameters, and if used, have been superseded by subsequent analyses.



Site Classification for Seismic oesign SHINE Proposed Medical Isotope Facility (after American Society of Civil Engineers
August2012
[ASCE) Standard 7 ..()5 Chapter 20, Sections 20.3 and 20.4.1) Shear Wave VelOCities
14
( Ps) From VSP.01 Site Class Determination of VSP.01 us1ng equation
ProjectNo.11381051
:.<U.4* or '-'napteuu,

:.<U.4. 1n A:>'-'t:
p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 6.2 Hydraulic Conductivity Testing Slug test hydraulic conductivity testing was performed at three monitoring wells (SM-GW1A, SM-GW2A and SM-GW3A) by a Golder geologist on December 22, 2011. Slug tests were carried out according to ASTM Standard D4044 - 96(2008) Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers.
r-u:.: Top Bottom Layer Depth Depth (ft) Thickness (It) (It) 0 1.5 1.5 1.5 4.5 3 4.5 7.5 3 7.5 10.5 3 10.5 13.5 3 13.5 16.5 3 16.5 19.5 3 19.5 22.5 3 22.5 25.5 3 25.5 28.5 3 28.5 31.5 3 31.5 34.5 3 34.5 37.5 3 37.5 40.5 3 40.5 43.5 3 43.5 48.5 3 48.5 49.5 3 49.5 52.5 3 52.5 55.5 3 55.5 58.5 3 58.5 61.5 3 61.5 64.5 3 64.5 67.5 3 67.5 70.5 3 70.5 73.5 3 73.5 76.5 3 76.5 79.5 3 79.5 82.5 3 82.5 85.5 3 85.5 88.5 3 88.5 91.5 3 91.5 94.5 3 94.5 97.5 3 97.5 100.5 3 Vs (ftls) 459 525 820 1,050 1,181 1,083 1050 1050 820 1,115 1115 1,115 1148 1148 1148 1148 1148 1,148 1148 1148 1,148 1148 1148 1,148 1,148 1148 1,148 1148 1148 1148 1,312 1476 1804 1804 ...tlere
At each well, static water levels were measured, and then an In-Situ, Inc. LevelTROLL 500 data logger was placed in the well. After ensuring that the water level has recovered to the static water level, Golder performed hydraulic conductivity (slug) tests, which involved near-instantaneous introduction (or removal) of a solid object of known volume into the water column. Both falling and rising head tests were conducted. For the falling-head (slug-in) test, the slug was inserted into the well displacing a volume of water equal to the volume of the slug, causing the water level in the well to rise. Once the well returned to static conditions, a rising-head (slug-out) test was performed by rapidly removing the slug.
-I:f=t dt Vs = ---;;-ci;"
LevelTROLL 500 data logger data for each of the slug tests carried out in the three wells are provided in Appendix E. Tests conducted are summarized in Table 6.2-1. Hydrogeologic interpretation is provided in Golders Preliminary Hydrological Analyses (Golder, 2012c). A permeability of 0.004 feet per second (1.2 millimeters per second is estimated for the sand deposit over the sandy silt and silty sand.  
Lt=l Vst (equation 20.4-1) Vs is the average shear wave velocity in ftls dt is the thickness of any layer between 0 and 100.5 ft V st is the shear wave velocity In ft/s I d1 is equal to 100.5 fl. or the sum of layer thicknesses

*-* Vs = 1,081 ft/s The soli Is Site Class D because the average shear wave velocity lies In the appropriate range listed below: Simplified Site Classification teken from Table 20.3-1 of Chapter 20, Section 20.31n ASCE Stendard 7-05: SHe Class A >5000flls 8 2 500to 5 000 fils c 1.200 to 2,500 fils D 600 to 1,200 fils E <600flls Table B-1 Golder Associates

( JOb No.
8'1C>S' I Made by li ' Date o 3 .;2..9 ?..01 :4 1 1 Site Classification for Seismic Desian SHINE Proposed Medical Isotope Facility (after American Sociely of Civil Engin88fS (ASCE) Standard 7-05 Chapter 20, Sections 20.3 and 20.4.2) N*Values Determined From Record of Borehole G11-05 Depth Layer N (ft)  
(blowslft)
Oto 1 1 20 1102 1 20 2 to3 1 20 3104 1 20 4 to5 1 26 5 loS 1 26 6to7 1 26 7to8 1 26 8to9 1 26 91010 1 20 10to11 1 20 11 to12 1 20 t2to13 1 20 131014 1 19 141015 1 19 15to16 1 19 16to 17 1 19 171018 1 19 181019 1 30 19to 20 1 30 2010 21 1 30 21 to22 1 30 22 to 23 1 27 23 to 24 1 27 24 to 25 1 27 25to26 1 27 26 to 27 1 27 27 to 28 1 27 28 to 29 1 24 2910 30 1 24 3010 31 1 24 31 to 32 1 24 32 to 33 1 24 33 to 34 1 32 34 to 35 1 32 35 to 36 1 32 36 to 37 1 32 37 to 38 1 32 38 to 39 1 30 39 to 40 1 30 401041 1 30 41to42 1 30 42 to 43 1 30 431044 1 21 44 to 45 1 21 45 to 46 1 21 46 to 47 1 21 4710 46 1 24 48 to 49 1 24 49 to 50 1 24 50 to 51 1 24 51 to 52 1 24 52 to 53 1 24 53 to 54 1 24 54 to 55 1 24 55 to 56 1 46 56 to 57 1 46 57 to 58 1 46 58 to 59 1 46 59to60 1 46 60to61 1 46 61 to62 1 46 62 to 63 1 46 63to64 1 46 64 to 65 1 46 65to66 1 34 66 to 67 1 34 67 to 68 1 34 68to69 1 34 691070 1 34 70to71 1 34 71 to72 1 34 72 to 73 1 34 7310 74 1 34 74 to 75 1 34 75 to 76 1 24 76 to 77 1 24 77 to 78 1 24 78 to 79 1 24 79 to 80 1 24 80to81 1 24 81 to82 1 24 82to 83 1 24 83to84 1 24 84 to85 1 24 85 to86 1 100 86 to87 1 100 87 to88 1 100 88to 89 1 100 89to90 1 100 90to91 1 100 91 to92 1 100 92to93 1 100 93 to 94 1 100 94to95 1 100 95 to 96 1 43 96to97 1 43 97 to 98 1 43 981099 1 43 9910100 1 43 Silo Class Detonnlna11on of Borahote G11-05 Using equation 20.4-3 of Chapter 20, Section 20.4.2 in ASCE Standard 7 ..05: (equation 20.4*3) where Nch is the average standard penetration resistance for cohesionless soil layers (blows/ft) t d, = ds where ds is the total thickness of coheslonless soil layers in the top 100ft (30m} d, is the layer thictmess (ft) Nl is the standard penetration resistance (btowslft)
N ch= 29.3 blows/It The soli Is Site Class 0 because the average standard pen-lon resistance lies in the appropriate range listed below: Slmplfied Site Cfassifatlon taken from Table 20.3-1 of Chapter 20, Section 20.3 in ASCE Standard 7-05: Site Class N,. A NIA B N/A c >SO 0 15to50 E < 15 (iilch lnbiOwslft)
Table B-2 Site Classification for Seismic Deslan SHINE Proposed Medical Isotope Facility (after American Society of Civil Engineers
[ASCE) Standard 7.05 Chapter 20, Sections 20.3 and 20.4.2) N*Values Determined From Record of Borehole G11-06 Depth Layer N Thickness (ft) (ft) (blows/It)
Oto1 1 6 1to2 1 6 2to3 1 21 3 to4 1 21 4to 5 1 40 5to6 1 40 6to 7 1 40 7to 8 1 40 8to9 1 23 9to 10 1 23 tOto 11 1 17 lito 12 1 17 12to 13 1 19 13to 14 1 19 14to 15 1 18 t5to 16 1 18 16to 17 1 22 17to 18 1 22 18to 19 1 17 19to20 1 17 20to 21 1 17 21 to22 1 17 22to 23 1 20 23to 24 1 20 24to 25 1 21 25to26 1 21 26to 27 1 17 27to 28 1 17 28to29 1 17 29to 30 1 17 30to 31 1 27 31to 32 1 27 32to 33 1 35 33to 34 1 35 34to 35 1 29 35to 36 1 29 36to 37 1 25 37to36 1 25 38to39 1 25 39to 40 1 25 40 to41 1 29 41to42 1 29 42to 43 1 31 43 to44 1 31 44to 45 1 31 45to46 1 31 46 to 47 1 31 47to 48 1 31 48to 49 1 26 49to50 1 26 50 to 51 1 26 51 to 52 1 26 52 to 53 1 26 53 to 54 1 26 54 to 55 1 26 55 to 56 1 26 56 to 57 1 26 57 to 56 1 26 58 to 59 1 26 59 to 60 1 26 60to61 1 26 61to62 1 26 62to 63 1 26 63to64 1 26 64to65 1 26 65to66 1 24 66to 67 1 24 67to 68 1 24 68to69 1 24 69to 70 1 24 70to 71 1 24 71 to 72 1 24 72to 73 1 24 73to 74 1 24 74to 75 1 24 75to 76 1 48 76 to 77 1 48 77to 78 1 48 78to 79 1 48 79to 80 1 48 80to81 1 48 81to82 1 48 82to 83 1 48 83to 84 1 48 84to85 1 48 85to86 1 78 86to87 1 78 87to 88 1 78 86to89 1 78 89to 90 1 78 90to91 1 78 91 to92 1 78 92to 93 1 78 93to94 1 78 94to95 1 78 95 to 96 1 28 96to 97 1 28 97to 98 1 28 98to99 1 28 99to 100 1 28 Stte Class Determination of Borehole G11-06 Using equation 20.4-3 of Chapter 20, Section 20.4.2 In ASCE Standard 7.05: (equation 20.4-3) -re Nch is the average standard penetratton resistance for cohesiontess soil layers (bfowslft) t ds = ds where ds is the total thk:kness of coheskmless soil layers in the top 100ft (30m) d, is the layer thicl<ness (ft) Ni is the standard penetration resistance (blows/ft) lii ch= 25.5 blows/11 The soli Is Site Class D because the average standerd penetration resistance lies In the appropriate range llstad below: Simplified Site Classification taken from TabS& 20.3-1 of Chapter 20, Section 20.3 in ASCE Standard 7..05: Site Class N,, A NIA B NIA c >so 0 15to50 e < 15 Table B-3 


Appendix E Field Hydrology Testing Results TROLL 500 DATA LOGGER INFORMATION FROM SLUG TESTS IN WELLS SM-GW1A, SM-GW2A, and SM-GW3A SM-GW1AReport Date: 1/10/2012 14:35:46 Report User Name: bdershowitz
August2012
15
ProjectNo.11381051

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table6.21ConstructionDetailsandSlugTestResults
MonitoringWellsSMGW1A,SMGW2A,andSMGW3A

Well
Test
Test
Head1
Ho
(ft)
Initial
Head2
H(ft)
Well
Coordinates3 Easting(ft)
Well
Coordinates3
Northing(ft)
Aquifer
thickness 3,4
b(ft)
Depth
totop
ofwell
screen3
d(ft)
Length
ofwell
screen5 L(ft)
Transducer
Depth(ft)
GW1A
SlugIn
#1
7.540
7.110
W492655.35
N248568.86
100+
50
20
(6.94)
69
GW1A
SlugOut
#1
6.866
7.110
W492655.35
N248568.86
100+
50
20
(6.94)
69
GW1A
SlugIn
#2
7.610
7.110
W492655.35
N248568.86
100+
50
20
(6.94)
69
GW1A
SlugOut
#2
6.857
7.110
W492655.35
N248568.86
100+
50
20
(6.94)
69
GW2A
SlugIn
#1
6.539
5.695
W492635.32
N246973.23
100+
50
15
(8.51)
66
GW2A
SlugOut
#1
5.284
5.695
W492635.32
N246973.23
100+
50
15
(8.51)
66
GW2A
SlugIn
#2
6.467
5.695
W492635.32
N246973.23
100+
50
15
(8.51)
66
GW2A
SlugOut
#2
5.151
5.695
W492635.32
N246973.23
100+
50
15
(8.51)
66
GW2A
SlugIn
#3
6.662
5.695
W492635.32
N246973.23
100+
50
15
(8.51)
66
GW2A
SlugOut
#3
5.335
5.695
W492635.32
N246973.23
100+
50
15
(8.51)
66
GW3A
SlugIn
#1
5.843
5.346
W493372.93
N247753.86
100+
55
15
(5.50)
70
GW3A
SlugOut
#1
5.108
5.346
W493372.93
N247753.86
100+
55
15
(5.50)
70
GW3A
SlugIn
#2
6.188
5.346
W493372.93
N247753.86
100+
55
15
(5.50)
70
GW3A
SlugOut
#2
5.092
5.346
W493372.93
N247753.86
100+
55
15
(5.50)
70
1HeadmeasuredinTrolldataloggerduringtestconductedon12/22/11.TestheadHoisthedisturbedhead
duetosluginsertionorremoval.
2HeadmeasuredinTrolldataloggerduringslugtestconductedon12/22/11.InitialHeadHistheheadbefore
testing,andalsodepthfromthephreaticsurfacetopiezometer.
3Wellcoordinates,aquiferthickness,depthtotopofwellscreenandlengthofwellscreenweredetermined
fromwellcompletionrecords.
4Totalthicknessofaquiferisexpectedtobeover100feet,includingaquiferbelowbottomofwell.
5Lengthofwellscreen:TotalLength(SaturatedLength).



Report Computer Name: SEA1-L-BDERSH
August2012
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 7.0 GEOTECHNICAL REVIEW 7.1 Project Information SHINE Medical Technologies is in the very preliminary design phase of this project. Preliminary site investigation has been performed to evaluate the site for suitability for the proposed development and to assist in the licensing application of the facility. Because of the preliminary nature of the project, little is known about the actual building layout and design. Therefore, we are making assumptions in conjunction with what is known in regard to the building design (Figure 4) and site layout as follows:
z The production facility will be a single building having a footprint of approximately 167 feet by 415 feet and an estimated building height of 86 feet with a stack height of 96 feet.
z The production facility building envelope will be predominantly poured in place concrete clad with decorative insulated composite metal wall panels to meet or exceed the applicable energy codes.
z The building will be constructed with an at grade finish floor elevation near the existing ground surface. This is currently estimated to be near elevation 825 feet.
z To reduce the overall height of the structure above the existing ground surface, a portion of the building housing the vessel farm and process shells may extend as much as 32 feet below grade. Accounting for a structural slab and mud slab would extend the excavation to as much as 38 feet below grade. The floor elevation of the vessel farm is estimated to be near elevation 787 feet.
z A secure depressed loading dock will be provided at the north end of the production facility for receiving and at the south end of the facility for shipping.
z The vessel farm within the production facility will consist of up to eight Mo-99 generators (TSV cells). Each generator is approximately 10 feet in diameter by 20 feet high. The vessels are surrounded by 5 foot to 6 foot thick concrete shielding walls. The height of these walls is approximately 32 feet.
z The high bay area above the vessel farm is proposed to be spanned by a bridge crane anticipated to be set at a height of 70 feet above the at grade finished floor elevation.
z The design will include eight shielded process cells.
z The building is proposed to be constructed in two phases:
o Phase 1 will construct the entire production facility shell, walls, shielding with space for eight Mo-99 generators, but only two generators may be installed and operated in Phase 1.
o Phase 2 will install the remaining generators and construct the Administration Building indicated below.
z Foundation loads are unknown at this time. However, it is anticipated that column pad, strip footing and large thickened concrete slab type foundations will be utilized in construction of the facility.
z Site development will include the following elements in addition to the building:
o Paved access roadways for both heavy trucks and light vehicle traffic.
o Paved parking lot(s).
o Light poles o
Storm water management basins


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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx o
A Support Facility Building approximately 150 feet by 100 feet o
A future Administration Building approximately 120 ft. by 80 ft.
o A Waste Staging and Shipping Building approximately 100 ft. by 50 ft.
o A Diesel Generator Building approximately 50 ft. by 30 ft.
o A small security guard shack to control access to the building.
o The support facilities will also be clad in insulated composite metal wall panels to be compatible with and complimentary to the aesthetics of the production facility.
The above assumptions are based on the Preliminary Design (Merrick Layout 3, 2012).
As the building design progresses we expect the foundation types and their associated loadings will become available. At that time we request the opportunity to review our recommendations relative to the proposed foundation design.
7.2 Foundations 7.2.1 Building Foundations Our geotechnical investigation of the site indicates shallow spread footings can be used to support the proposed building on the native sandy soils observed. Although foundation dimensions and loadings arent known at this time, we anticipate square or rectangular column pad and strip footings will be used to support the building. The proposed facility is located near the Southern Wisconsin Regional Airport and adjacent to the zoned runway approach area. Therefore, consideration is being given to designing a portion of the building up to 32 feet below grade to reduce its overall height. Accounting for a structural slab and mud slab would extend the excavation to as much as 38 feet below grade.
To prepare the site for foundation construction, all crop residue and topsoil should be removed from beneath footing areas. Excavations should expose native sand soils which are recommended to be surface compacted to a minimum of 95 percent of the maximum Modified Proctor Dry Density (ASTM D1577) prior to placing the foundations. If fill is required beneath footings, a clean non-frost susceptible (NFS) clean sand or gravel soil should be placed in maximum loose lifts of 8 inches and also compacted to a minimum of 95 percent of the Maximum Modified Proctor value. The excavation width and length should be oversized a minimum of 2 feet greater than the slab dimensions to provide sufficient fill placement and soil compaction beneath the entire slab.
We recommend footings placed near the ground surface be designed for a net allowable bearing pressure of up to 4,000 psf for two foot wide strip footings and 6,000 psf for six foot wide spread footing pads. Footings placed 22 feet (elevations 798 to 803) or more below grade may be designed with a net bearing pressure of up to 8,000 psf. These bearing capacities are designed with factor of safety to 3.0 and a tolerance for settlement of less than 1 inch. Calculations were performed considering both shear and settlement using Terzahis Theory, with soil density of 118 pounds per cubic foot from the max-min


Application Version: 5.6.21.0 Log File Properties:
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File Name: MW-1.wsl
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx laboratory test results in Figures C12 - C14, a cohesion value of zero, and an assumed friction angle of 34 degrees for sandy soils (Golder 2012a).
Building perimeter and exterior foundations should be protected against frost. To accomplish this, footings should be placed at a depth equal to or greater than the local seasonal frost penetration depth.
For southeastern Wisconsin maximum frost penetration is 48 inches according to the Wisconsin DOT Bridge Manual (WisDot, 2010). Interior footings of heated buildings may be placed at shallower depths.
Groundwater was observed at depths of 50 - 65 feet below the existing ground surface. For this reason, groundwater is not expected to be encountered in foundation excavations at this site. Stormwater that may enter excavations should readily drain into the sandy subsoils. Water that does collect in excavations should be promptly removed and upon drying the sandy subsoils should be recompacted prior to placing footings.
7.2.2 Mo-99 Generator Foundations The Mo-99 generators and other equipment within the facility can also be supported on spread footing foundations. It is expected the Mo-99 generators will be supported on larger thickened concrete reinforced slab type foundations. It is possible several Mo-99 generators may be supported on a single foundation. Because of the size of the Mo-99 generators and the surrounding 6-foot-thick concrete shielding walls, foundation loads could be relatively high.
The area beneath the Mo-99 generator foundations needs to be cleared of all crop residue and topsoil.
The exposed sandy subsoils should be compacted to a minimum of 95 percent of the Maximum Modified Proctor Dry Density value. We estimate the sandy soils prepared in this manner can support foundations designed for a net bearing pressure of up to 4,000 psf for two foot wide strip footings and 6,000 psf for six foot wide spread footing pads.
Increased bearing capacity can be obtained by lowering the bearing elevation of the foundation beneath the existing ground surface. Spread footing pads placed 22 feet (elevation 798 to 803) or more below grade may be designed with a bearing pressure of up to 8,000 psf. As the facility design is developed, it is recommended the actual foundation design and bearing pressure it exerts on the soils be reviewed.
Foundations with larger dimensions influence soils to a greater depth. Therefore, this review is necessary to assure that potential settlement associated with these heavily loaded thickened slab foundations is tolerable.
Again, groundwater was observed at depths of 50 to 65 feet below the existing ground surface.
Therefore, groundwater is not expected to be encountered in foundation excavations at this site.
Because of the sandy soils at this site, any stormwater entering the excavations should readily drain into


Create Date: 12/22/2011 11:40:42 Device Properties:
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx the subsoils. Water that does collect in excavations should be removed promptly, and upon drying the sandy subsoils should be recompacted prior to placing the foundations.
7.2.3 Below Grade Walls It is possible a portion of the building may be constructed nearly 32 feet below the sites present ground surface. In this case, below grade walls will need to be designed to withstand lateral earth pressures exerted on them by the surrounding soils. We recommend that a free draining granular fill be used to backfill foundation walls, and the following estimated soil parameters be used in design of the walls:
Soil Dry Density 118 pcf (pounds per cubic foot)
Friction Angle ()
34 degrees Lateral Earth Pressure Ratio At-Rest Ko = 0.44 Active Ka = 0.28 Passive Kp = 3.54 Cohesion 0
The at-rest value, Ko, would be appropriate for 6 feet thick walls, as as noted in the SHINE preconceptual design report.
Because the observed groundwater level is 50 - 65 feet below the existing ground surface, wall design will not need to account for this. We do recommend that all below grade walls be moisture proofed to minimize the potential for moisture migration through the wall over time.
7.2.4 Concrete Floor Slabs To prepare the site for construction of concrete floor slabs cast on grade, all crop residue and topsoil should be removed. Excavations should expose native sandy soils which are recommended to be surface compacted to a minimum of 95 percent of the Maximum Modified Proctor Dry Density. The site should be filled and leveled. On site sandy soils free of crop residue and other organic matter are suitable for use as fill. The final layer of fill beneath floor slabs should consist of a minimum 3-inch-deep layer of clean coarse sand or gravel material to create a capillary break between the underlying subsoils and the concrete slab.
7.3 Excavations The sandy soils at this site are classified as Type C as defined by the Occupational Health and Safety Administration (OSHA) excavation standard 29 CFR Part 1926. To provide unsupported safe and stable excavations according to the standard in this type of soil, excavation slopes should not exceed 1.5V:1H for a maximum depth of 20 feet. Any excavations deeper than 20 feet need to be designed by a licensed engineer.


Site: Shine Janesville
August2012
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Excavated on-site soils free of crop residue and other organic matter should be suitable for use as fill and backfill. When placed as fill or backfill, on-site soil should be placed in maximum 8-inch-thick loose lifts and compacted to a minimum of 95 percent of the maximum modified Proctor Dry Density value.
7.4 Roadways and Parking Lot The proposed facility will require access roadways and a parking lot. At this time it is not known the number or type of trucks that will service the facility. Therefore, we limit our discussion to subgrade preparation.
Roadway areas for the facility should be cleared of all crop residue and organic soil. The exposed subsoils should be compacted to a minimum 95 percent of the Maximum Modified Proctor Dry Density value prior to placing fill and bringing the roadway to grade. Final road grade should be raised a minimum of 1 foot above the surrounding ground surface. Shallow ditches should be excavated on each side of the road to intercept site surface water run-off and collect roadway water run-off, routing it away from the roadway. As a minimum we recommend the roadway centerline be 2 feet above the ditch bottom. The road embankment edge slopes should be sloped at 1V:4H between the road edge and ditch bottom to facilitate maintenance.
The parking lot area should also be cleared of all crop residue and organic soil. Surface grades should be set to promote good surface drainage toward storm water catch basins or a catchment area.
The sandy soil subsoils should provide good support for the pavement structural section. The relatively clean sandy soils in addition to a deep groundwater table result in a very low potential for frost heave of the subgrade soils.
Foundations for light poles should be extended a minimum of 48 inches below the ground surface. The site soils have low potential for frost heave. However, consideration should be given to the potential for frost jacking of the foundations, causing them to rise out of the ground and possibly tip. We recommend placing low friction sleeves around foundations to minimize this potential issue.
7.5 Site Grading Site grading should promote good surface drainage away from the building and paved areas. This should include the ability to handle flows from large impermeable areas such as the building roof and pavements.
Poor drainage adjacent to the building and pavements can cause serious damage and greatly reduce the design life of these facilities.


Device Name:
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.0 SEISMIC HAZARDS 8.1 Seismic Hazard Assessment Golder completed a detailed Seismic Hazard Assessment (Golder, 2012d).
8.2 Soil Site Classification Golder completed a technical memorandum outlining the determination of Site Soil Classification for this site, which is included as Appendix D of this report. As described in the memorandum, the site was reviewed for seismic hazard potential and site soil classification using the provisions of Chapter 20 of ASCE 7-05 and VSP testing measured by Golder. Soil Site Class is determined in accordance with ASCE 7-05 Section 20.3 and Table 20.3-1 based on the average shear-wave velocity of the upper 100 feet (30 meters) of the soil profile. The six soil site classes range from Site Class A to Site Class F.
Average shear-wave velocity in the upper 100 feet, Vsavg, was calculated for the SHINE Janesville site in accordance ASCE 7-05 Section 20.4.1, equation 20.4-1 using a total of 35 layers over 103.5 feet. The Vs for the soil profile measured in VSP-01 is 1,081 ft/s. This Vs value indicates a soil Site Class D stiff soil, based on ASCE 7-05 Table 20.3-1.
8.3 International Building Code Seismic Design Parameters Seismic parameters suitable as a basis for design using 2009 IBC-ASCE 7-05 procedures, as provided in Golders Site Soil Classification Memo in Appendix D, are summarized in Table 8.3-1. Seismic provisions within the 2009 IBC Chapter 16 and ASCE 7-05 Chapter 11 are based on spectral accelerations for a maximum considered earthquake (MConE) with a return period of 2,475 years (2% probability of exceedance in 50 years).



Serial Number: 135443
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table8.31
2009IBCASCE705SeismicParameters
Parameter Value SS 0.129 g S1 0.050 g Site Class D
SMS 0.206 g SM1 0.119 g Fa 1.6 Fv


Firmware Version: 2.07 Hardware Version: 3 Device Address: 1  
===2.4 Notes===
: 1.
Parameters based on SHINE Janesville project location of 42.624136&deg;N, 89.024875&deg;W.
: 2. SS and S1 are for Site Class B, for SMS and SM1 for Site Class D.
8.4 Liquefaction Potential and Other Seismically Induced Ground Failures The potential for soil liquefaction at the site was reviewed in accordance with NRC Regulatory Guide 1.198 Procedures and Criteria for Assessing Seismic Soil Liquefaction at Nuclear Power Plant Sites.
The subsurface investigation revealed no soils considered to be potentially liquefiable. Further, there is no potential for other seismically-induced ground failures (such as settlement, lateral spreading, slope instability/landsliding, or surface-fault rupture) to occur at this site.
8.4.1 Qualitative Review of Liquefaction Potential Our review has deemed the soils at this site pose no potential liquefaction hazard to the project for the following reasons:
z Liquefaction occurs only in saturated or near saturated soils. The soils at the site are unsaturated to a depth of about 58 to 65 feet below the ground surface and thus not liquefiable. Soils below these depths are generally considered non-liquefiable (even under higher seismic loads) due to the high effective stress confining the soil.
z Liquefaction occurs generally in loose soils. The relative density of the sandy soils in the upper 100 feet are generally compact to dense, and therefore considered non-liquefiable under the design seismic ground motions.
To our knowledge, there have been no historically recorded cases of liquefaction in the state of Wisconsin, and the site is located in one of the lowest seismic hazard regions in the conterminous United States.
The seismic design ground motions associated with this low seismic hazard are of insufficient scale and duration; the resulting seismic cyclic stresses are incapable of producing excess pore water pressure and thus insufficient to trigger liquefaction.


Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)  
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.4.2 Quantitative Review of Liquefaction Potential 8.4.2.1 Methodology of Liquefaction Analysis Golder conducted a deterministic liquefaction analysis to assess the liquefaction hazard potential and compute potential settlement due to liquefaction based on the Standard Penetration Test (SPT). The state-of-practice simplified method, based on the original work by R.B. Seed and later updated by Idriss and Boulanger et al. (2008) was utilized. In general, this method employs the effective stress, relative density, and fines content (passing the No. 200 sieve) of the soils to determine resistance or susceptibility of soil to liquefaction. Relative density was estimated based on correlations to corrected SPT (N1)60 values. Specifically, these inputs are used to calculate the Cyclic Resistance Ratio (CRR) that indicates the capacity of the soil to resist liquefaction. The CRR is compared to the seismic demand on the soil, which is expressed in terms of the Cyclic Stress Ratio (CSR) and is a function of the design seismic event. The factor of safety (FS) against liquefaction is the ratio of these two values (CRR/CSR).
Correlations are also computed using shear wave velocities measured at the site.
Liquefaction-induced volumetric strain of each potentially liquefiable soil layer was estimated using three empirical based procedures: Ishihara (1996), Idriss and Boulanger (2008), and Tokimatsu and Seed (1987) as modified by Lee (2007). These formulations also include possible volumetric strain due to seismic cyclic loading where full liquefaction is not triggered. In both cases, no settlement is predicted.
In this study, the liquefaction triggering analysis was performed for the 4,975-year return period design seismic event with the following parameters:
z Peak Ground Acceleration PGA = 0.13g This includes a ground amplification factor of 1.6 applied to the 0.08g PGA predicted for Site Class B soft rock z Moment Magnitude Mw=5.8 Please refer to Golders Seismic Hazard Assessment Report (Golder, 2012d) for further detail and explanation of these seismic design motions. Also note that this return period exceeds the return period considered in the Safe Shutdown design earthquake event.
For seismic design purposes, a high groundwater design case was considered in the liquefaction analysis. The depth to high groundwater was estimated at 30 feet below the ground surface to conservatively represent water levels higher than estimated during the 500-year flooding event in Golders Preliminary Hydrological Analysis (Golder, 2012c).


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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.4.2.2 SPT Corrections The field blow counts were adjusted for various factors that might differ from standard SPT sampling procedures, including the following: hammer weight and drop height, split spoon sampler size, borehole diameter, rod length, sample set-up and liner, and energy ratio (ER) efficiency relative to 60 percent theoretical energy efficiency. To account for the increased efficiency of the automatic hammer, an ER factor of 72% was utilized (i.e., 20% more energy efficient). Twin Ports Testing performed hammer energy measurements on a separate project in March 2009 with energy transfer ratios ranging between 81% and 91%; thus our chosen 72% ER is considered conservative. Blow counts were also normalized to a common reference effective overburden stress (100 kiloPascals, or approximately 1 ton/sq. ft). The product of these factors determines corrected SPT (N1)60 values.
8.4.2.3 Results of Liquefaction Analysis Results of the liquefaction analysis demonstrate that there is no potential for liquefaction to occur at this site. The factor-of-safety against liquefaction ranges from 2 to 30, and in most cases exceeds 3. The median factor of safety against liquefaction is 5.3.
Factors of Safety greater than 1.4 are considered "high", and in those cases "soil elements would suffer relatively minor cyclic pore pressure generation" (NUREG/CR-5741, U.S. ACOE, 2000, ADD PROPER REF). Factors of Safety less than or equal to 1.1 are considered low and liquefaction would expect to be triggered, whereas intermediate ranges are between 1.1 and 1.4.
Plots of corrected SPT (N1)60 blow counts and FactorsofSafety against liquefaction are provided in
AppendixFinbothgraphicalandtabularform.AplotofshearwavevelocitymeasuredinVSP01and
corresponding FactorsofSafety against liquefaction based on this data is also included Appendix F,
FigureF2.



Used Battery(%): 20 Log Configuration Log Name: MW-1
August2012
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ProjectNo.11381051

p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 9.0 USE OF REPORT This data report was prepared for the exclusive use of SHINE Medical Technologies for design of the proposed Mo-99 production facility. We understand that SHINE will provide Golder with additional information about the proposed facility to assist us in preparing geotechnical recommendations for the project. We may be contacted after the design progresses, to review our conclusions and recommendations in light of any proposed changes and provide written correspondence addressing modification or verification of the changes.
The subsurface conditions at this site appear relatively consistent between the boreholes. However, there is always the possibility of variations in subsurface conditions between the boreholes and also with time. We highly recommend inspection and testing be performed by a qualified geotechnical engineer during construction to verify that conditions encountered are similar to those upon which our recommendations are based, and to provide corrective recommendations if conditions are different than expected or have changed.
Unanticipated soil conditions are commonly encountered that cannot fully be determined by a limited number of explorations or soil samples. Such unexpected conditions frequently result in additional project costs in order to build the project as designed. Therefore, a contingency for unanticipated conditions should be included in the construction budget and schedule.
The work program for this project followed the standard of care expected of professionals undertaking similar work in the State of Wisconsin under similar conditions, and adhering to the requirements in Golders Quality Assurance Program Description (Golder, 2012e). No warranty expressed or implied is made.


Created By: SHeuer
August 2012 26 Project No.113-81051 10.0 CLOSING This report is respectfully submitted to SHINE Medical Technologies. If you have questions or require additional information, please contact Golder at (218) 724-0088.
Sincerely, GOLDER ASSOCIATES INC.
p:lprojects\\20111113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3 docx r!/JGold,er Assoaates


Computer Name: WOO1-L-SHEUER
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Application: WinSitu.exe
==11.0 REFERENCES==

: 1.
ANSI/ANS, 1995.
American National Standards Institute Inc., American Nation Standard ANSI/ANS 15.8-1995, Quality Assurance Program Requirements for Research Reactors, Reaffirmed September 14, 2005.
: 2.
ASCE 7-05, 2006. Minimum Design Loads for Buildings and Other Structures, Reston, VA:
American Society of Civil Engineers/Structural Engineering Institute, 2006.
: 3.
ASTM C117 - 04. Standard Test Method for Materials Finer than 75-m (No. 200) Sieve in Mineral Aggregates by Washing.
: 4.
ASTM C136 - 06. Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.
: 5.
ASTM D854 - 10. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer.
: 6.
ASTM D1527 - 99(2005). Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe, Schedules 40 and 80.
: 7.
ASTM D1557 - 09. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lb/ft3 (2,700 kN-m/m3)).
: 8.
ASTM D1586 - 11. Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils.
: 9.
ASTM D2487-11. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), by ASTM International.
: 10.
ASTM D2488-09a. Standard Practice for Description and Identification of Soils (Visual-Manual Procedure), by ASTM International.
: 11.
ASTM D2216 - 10. Standard Test Methods for Laboratory Determination of Water (Moisture)
Content of Soil and Rock by Mass.
: 12.
ASTM D4044 - 96(2008). Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers.
: 13.
ASTM D4253 - 00(2006). Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.


Application Version: 5.6.21.0  
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ASTM D4254 - 00(2006) e1. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
: 15.
ASTM D4972 - 01(2007). Standard Test Method for pH of Soils.
: 16.
ASTM D7400 - 08. Standard Test Methods for Downhole Seismic Testing.
: 17.
Attig, J.W., Bricknell, M., Carson, E.C., Clayton, L., Johnson, M.D., Mickelson, D.M., and Syverson, K.M., 2011. Glaciation of Wisconsin, Wisconsin Geological and Natural History Survey, Educational Series 36 [fourth edition], 4 p.
: 18.
Cannon, W.F., Kress, T.H., and Sutphin, D.M., 1999. Digital Geologic Map and Mineral Deposits of the Lake Superior Region, Minnesota, Wisconsin, Michigan. U.S. Geological Survey Open File Report 97-455 (Version 3, Nov. 1999) [http://pubs.usgs.gov/of/1997/of97-455/index.html], accessed 12/18/2011.
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CEUS SSC, 2012. Central Eastern United States - Seismic Source Characterization for Nuclear Facilities, United States Nuclear Regulatory Commission, United States Department of Energy, Electric Power Research Institute, Website: http://www.ceus-ssc.com/index.htm, Date accessed:
March 27, 2012.
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Charpentier, R.R., 1987. A summary of petroleum plays and characteristics of the Michigan basin, United States Geological Survey, Open File Report 87-450R, 33 p.
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Clayton, L., and Attig, J.W., 1997. Pleistocene Geology of Dane County, Wisconsin. Wisconsin Geological and Natural History Survey, Bulletin 95, 64 p., 2 sheets.
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DPC, 2010. La Crosse Boiling Water Reactor - Decommissioning Plan Revision, November 2010, Document Date 12/28/2010, Dairyland Power Cooperative, U.S. Nuclear Regulatory Commission Accession Number ML110190592, Website: http:// adams.nrc.gov/wba, Date accessed: April 24, 2012.
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Fullerton, D.S., Bush, C.A., and Pennell, J.N., 2003. Map of surficial deposits and materials in the eastern and central United States (east of 102 degrees West longitude). U.S. Geological Survey Geologic Investigation Series I-2789, Version 1.0 [http://pubs.usgs.gov/imap/i-2789/],
accessed 1/17/2012.


Create Date: 12/22/2011 8:21:12  Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096
August2012
29
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: 24.
Godt, J.W., and Radbruch-Hall, D.H., 1997. Landslide Overview Map of the Conterminous United States, Digital Compliation of Landslide Overview Map of the Conterminous United States, Dorothy H. Radbruch-Hall, Roger B. Colton, William E. Davies, Ivo Lucchitta, Betty A. Skipp, and David J. Varnes, 1982. U.S. Geological Survey Open-File Report 97-289
[http://landslides.usgs.gov/learning/nationalmap/], accessed 1/19/2012.
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Golder, 2011a. Duluth Office Field and Laboratory Quality Manual (FLQM), RL 0, October 17, 2011.
: 26.
Golder, 2011b. Work Plan, October 18, 2011.
: 27.
Golder 2012a, Geotechnical Calculations, Golder Report 8, Project No.11381051,Rev1,Golder
AssociatesInc.August3,2012.
: 28.
Golder, 2012b. Phase I Environmental Site Assessment, Golder Report 4, Project 113-81051, Revision 1, April 27, 2012.
: 29.
Golder, 2012c. Preliminary Hydrological Analyses, Janesville, Wisconsin, Golder Report 7, Project No. 113-81051, Rev 3, Golder Associates Inc., August 3, 2012.
: 30.
Golder, 2012d. Seismic Hazard Assessment Report, Janesville, Wisconsin, Golder Report 5, Project No. 113-81051, Rev 4, Golder Associates Inc., August 3, 2012
: 31.
Golder, 2012e. Quality Assurance Program Description (QAPD), GAI DUL D02 01/2012 RL1, Project No. 113-81051, Golder Associates Inc., January 12, 2012.

: 32.
Merrick & Company, 2013. Preliminary Design Report Molybdenum-99 Production Facility, Prepared for SHINE Medical Technologies. Layout 3, 2012. 
: 33.
Merlin G. Spangler and Richard L. Handy, 1982. Soil Engineering, Fourth Edition, 1982.
: 34.
Mudrey, Jr., M.G., Brown, B.A., and Greenberg, J.K., 1982. Bedrock Geologic Map of Wisconsin. University of Wisconsin-Extension Geological and Natural History Survey, scale 1:1,000,000.
: 35.
NEID, 2012. Earthquake Intensity Database Search 1638-1985, National Geophysical Data Center, National Oceanic and Atmospheric Administration, Website: http://
www.ngdc.noaa.gov/hazard/int_srch.shtml#eqcoord, Date accessed: January 10, 2012.
: 36.
Olive, W.W., Chleborad, A.F., Frahme, C.W., Schlocker, J., Schneider, R.R., and Schuster, R.L., 1989. Swelling Clays Map of the Conterminous United States. U.S. Geological Survey Miscellaneous Investigations Series Map I-1940, 1 sheet, scale 1:7,500,000
[http://ngmdb.usgs.gov/Prodesc/proddesc_10014.htm], accessed 1/20/2012.


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Radbruch-Hall, D.H., Colton, R.B., Davies, W.E., Lucchitta, I., Skipp, B.A.. and Varnes, D.J.,
1982. Landslide Overview Map of the Conterminous United States. U.S. Geological Survey Professional Paper 1183 [http://pubs.usgs.gov/pp/p1183/pp1183.html], accessed 1/19/2012.
: 38.
RCGIS, 2012. Rock County Geographic Information System. Rock County, State of Wisconsin
[http://68.249.68.135/Rock/viewer.htm?Title=Rock%20County%20GIS%20Map%20Viewer],
accessed 1-16-2012.
: 39.
SHINE, 2011. Quality Assurance Program Description (QAPD), Revision - 0 (RL 0), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995, July 14, 2011.
: 40.
Stover, C.W. and Coffman, J.L., 1993. Seismicity of the United States, 1568-1989 (Revised),
United States Geological Survey, Professional Paper 1527, 418 p.
: 41.
UFC, 2004. Unified Facilities Criteria 3-220-03FA, Soils and Geology Procedures for Foundation Design of Building and other Structures, January 16, 2004.
: 42.
USDA SCS, 1974. Soil Survey of Rock County, Wisconsin. United States Department of Agriculture Soil Conservation Service, in cooperation with University of Wisconsin Department of Soil Science, Wisconsin Geological and Natural History Survey, and the Wisconsin Agricultural Experiment Station, July 1974, 160 p.
http://soils.usda.gov/survey/printed_surveys/state.asp?state=Wisconsin&abbr=WI], accessed 1/16/2012.
: 43.
U.S. Department of Defense, 2004. UFC 3-220-03FA, Soils and Geology Procedures for Foundation Design of Building and Other Structures (Except Hydraulic Structures) January 16, 2004.
: 44.
U.S. Nuclear Regulatory Commission, Washington, DC. U.S. Code of Federal Regulations, Title 10, Part 50, Domestic Licensing of Production and Utilization Facilities.&#xb9;
: 45.
U.S. Nuclear Regulatory Commission, Washington, DC. U.S. Code of Federal Regulations, Title 10, Part 100, Reactor Site Criteria.&#xb9;
: 46.
U.S. Nuclear Regulatory Commission, Washington, DC, 1996a. NUREG-1537, Part 1, Guidelines for Preparing and Reviewing Applications for the Licensing of Non-Power Reactors.&#xb9;
: 47.
U.S. Nuclear Regulatory Commission, Washington, DC, 1996b. NUREG-1537, Part 2, Guidelines for Preparing and Reviewing Applications for the Licensing of Non-Power Reactors.&#xb9;


Scheduled Start Time: Manual Start
August2012
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: 49.
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: 51.
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: 55.
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Scheduled Stop Time: No Stop Time
August2012
32
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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx
: 59.
WISDOT, 2010, Wisconsin Department of Transportation Manual, Bridge Manual, Chapter 12, Abutments, July 2010.
Note 1: Documents are available at: http://www.nrc.gov/reading-rm/doc-collections/


Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 0.094504 (ft)
Figures


Head Pressure: 0.282196 (kPa)
l
Temperature: 20.1856 (C)
~I
______________________________________________________________________________________________________________
~
Log Notes:
~I z
Date and Time                Note
i3
------------------------     ---------------------------------------------------------------------------------  
~
~
J t g 0 "
ii
~
1'i
'6 SCALE MILES LEGEND 0
SHINE PROJECT LOCATION REFERENCE 1.) 1:24,000 SCALE TOPOGRAPHIC MAPS PRODUCED BY USGS AND DISTRIBUTED BY WISCONSIN DNR. QUADRANGLES SHOWN INCLUDE JANESVILLE WEST (1997), JANESVILLE EAST (1997), BELOIT (1997),
SHOPIERE (1997).
~~------------------------~--------------~----------------------------------------------i TITLE LU
~.Golder Associates CHECK AT 6/18/12 SCALE AS SHOWN DESIGN CADD APG 6/18/12 VICINITY MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN
~~------------------------~---+----~----4 FILE No.
VICINITY _MAP_ Wl.dwg REVIEW TGK 6/18/12
...... ----------------------------------r.~--------~
0 PROJECT No.
113-81051 REV.
JANESVILLE I SHN I WI 1
~~----------------------------_.----~----------------------------------------~--------__.


12/22/2011 8:21:18          Sensor SN: 135443  Factory calibration has expired.: 8/19/2009 3:59:36
G11-08 G11-09 G11-10 G11-07 G11-06 G11-05 G11-04 G11-01 G11-02 G11-03 SM-GW2A SM-GW3A SM-GW1A SM-GW4A VSP-01 2
J:\\2011 Jobs\\113-81051 SHINE Medical Technologies, Wisconsin\\CAD\\Janseville_Site_GT_HARN-W-WI-SF.dwg l 7/20/2012 4:22 PM l AGarrigus l JANESVILLE APG 7/20/12 TR 7/20/12 TK 7/20/12 2
7/20/12 FIG.
113-81051 SITE_MAP_HARN-W-WI-SG.DWG JANESVILLE / SHN / WI SITE MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN 1.) AERIAL IMAGERY DISTRIBUTED BY CITY OF JANESVILLE AND PROVIDED BY CLIENT.
2.) ADDITIONAL AERIAL IMAGERY PROVIDED BY NAIP AND DISTRIBUTED BY U.S.G.S.
3.) FAA ZONE C BOUNDARY OF THE SOUTHERN WISCONSIN REGIONAL REPORT LAND USE PLAN AND AIRPORT OVERLAY ZONING DISTRICT ORDINANCE WAS PROVIDED BY CITY OF JANESVILLE ON 10/4/11.
4.) PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY ON 7/20/12.
REFERENCE 1.) BOREHOLE AND WELL LOCATION COORDINATES AS SURVEYED BY AYERS ASSOCIATES ON NOVEMBER 11, 2011.
2.) PROPOSED DEVELOPMENT AREA IS A SQUARE, MEASURING 316 FEET ON EACH SIDE.
3.) CENTER OF BUILDING OUTLINE PLACED WITHIN PROPOSED SITE POLYGON AS DIRECTED BY CLIENT.
4.) NORTHING AND EASTINGS PROVIDED IN WISCONSIN STATE PLANE, SOUTH ZONE, NAD1983/91 HARN, US SURVEY FEET. THE VERTICAL DATUM IS NAVD88 (2007) GEOID09.
NOTES ORIGINAL PROPOSED DEVELOPMENT AREA LEGEND SM-GW2A G11-08 WELL LOCATION AND DESIGNATOR FAA ZONE C BOUNDARY PROPOSED PROPERTY BOUNDARY BOREHOLE LOCATION AND DESIGNATOR CHECK REVIEW DESIGN CADD SCALE FILE No.
PROJECT No.
TITLE AS SHOWN REV.
VSP-01 BOREHOLE LOCATION WITH 2 INCH PVC INSTALLED FOR SEISMIC TESTING AND DESIGNATOR SCALE 0
400 400 FEET PROPOSED BUILDING BOUNDARY PLAN


12/22/2011 8:21:18          Used Battery: 20% Used Memory: 92%  User Name: SHeuer
G11-08 G11-09 G11-10 G11-07 G11-06 G11-05 G11-04 G11-01 G11-02 G11-03 VSP-01 J:\\2011 Jobs\\113-81051 SHINE Medical Technologies, Wisconsin\\CAD\\Proposed_building_layout_FINAL_Boreholes.dwg l 7/20/2012 4:33 PM l AGarrigus l JANESVILLE SCALE 0
FEET 100 100 3
AG 7/20/12 TR 7/20/12 TK 7/20/12 2
7/20/12 FIG.
113-81051 Proposed_layout.dwg JANESVILLE / SHN / WI BOREHOLE LOCATION MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN CHECK REVIEW DESIGN CADD SCALE FILE No.
PROJECT No.
TITLE AS SHOWN REV.
ORIGINAL PROPOSED DEVELOPMENT AREA BOREHOLE LOCATION AND DESIGNATOR LEGEND G11-08 1.) AERIAL IMAGERY DISTRIBUTED BY CITY OF JANESVILLE AND PROVIDED BY SHN.
2.) PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY ON 7/20/12.
REFERENCE VSP-01 BOREHOLE LOCATION WITH 2 INCH PVC INSTALLED FOR SEISMIC TESTING AND DESIGNATOR PROPOSED BUILDING BOUNDARY PLAN


12/22/2011 11:13:22          User Note: "MW-1 in 1"
SHINE MEDICAL TECHNOLOGIES - BUILDING BOUNDARY PLAN AREA OF CORE DRILLING - 316 FEET BY 316 FEET 415'-9" 167'-0" J:\\2011 Jobs\\113-81051 SHINE Medical Technologies, Wisconsin\\CAD\\Proposed Floor Plan2.dwg l 7/20/2012 4:40 PM l AGarrigus l JANESVILLE 4
APG 7/20/12 TR 7/20/12 TK 7/20/12 2
7/20/12 FIG.
113-81051 Proposed Floor Plan2.dwg JANESVILLE / SHN / WI PROPOSED FLOOR PLAN SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN CHECK REVIEW DESIGN CADD SCALE FILE No.
PROJECT No.
TITLE REV.
NOT TO SCALE REFERENCE PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY LLC ON 7/20/12.


12/22/2011 11:17:05          User Note: "MW-1 out 1"  
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UNIFIED SOIL CLASSIFICATION (adapted from ASTM 02487)
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CRITERIA FOR ASSIGNING SOIL GROUP NAMES GROUP SOIL GROUP NAMES & LEGEND AND GROUP SYMBOLS USING LABORATORY TESTS SYMBOL GRAVELS CLEAN GRAVELS Cu2<4AND1 SCc S3 GW WELL-GRADED GRAVEL
~Q.,
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Cu < 4 AND/OR [Cc < 1 OR Cc > 3)
GP POORLY GRADED GRAVEL
:&sect;~~
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c "'
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"' w oz ON NO 4. SIEVE GRAVELS WITH FINES CLASSIFY AS ML OR MH GM SILTY GRAVEL
-rJ
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00>
FINES w
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--(/)
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* 0::
CLEAN SANDS
~~~
~
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<5%FINES c
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o::g Cu < 6 AND/OR [Cc < 1 OR Cc > 3)
SP POORLY GRADED SAND j
~ ~
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(.)
FRACTION PASSES FINES CLASSIFY AS ML OR MH SM SILTY SAND CD<:
ON NO 4. SIEVE SANDS AND FINES
~~;
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~
"=-
FINES CLASSIFY AS CL OR CH sc CLAYEY SAND 60 CL LEAN CLAY
~ i<"!
SILTS AND CLAYS
!i;:
ORGANICCLAYORSILT/1 I I v
""~ ~
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~ -
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<(
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10 20 30 U~l.ID~MIT ~) 70 eo 90 100 OH ORGANIC CLAY OR SILT
~ ~ ~
HIGHL'' ORGANIC SOILS I PRIMARILy'
~~or with 5% to 12% fines require dual C=~
~~~~~;~* GN<<. GP~. GP<<.
u 0 10 I ~~~r
-sc. SP-sM. SP.SC) and add "with silr to group name. W fines classify as C=~
SCSM.
or SM, use dual symbol~ or c 0 10 x 060 CRITERIA FOR DESCRIBING MOISTURE CONDITION (adapted from ASTM 02488)
DRY ABSENCE OF MOISTURE. DUSTY. DRY TO THE TOUCH MOIST DAMP BUT NO VISIBLE WATER WET VISIBLE FREE WATER. USUALLY SOIL IS BELOW WATER TABLE COMPONENT DEFINmONS BY GRADATION COMPONENT SIZE RANGE BOULDERS ABOVE 12in.
COBBLES 3 in. to 12 in.
GRAVEL 3 in. to #4 (4.76 mm)
COARSE GRAVEl 3 in. to 3/4 in.
FINE GRAVEL 3/4 in. to No. 4 (4.76 mm)
SAND
#4 (4.76 mm) to #200 (0.074 mm)
COARSE SAND
#4 (4.76 mm) to #10 (2.0 mm)
MEDIUM SAND
#10 (2.0 mm) to #40 (0.42 mm)
FINE SAND
#40 (0.42 mm) to #200 (0.074 mm)
SILT AND CLAY SMALLER THAN #200 (0.074 mm)
SILT 0.074 mm to 0.005 mm CLAY LESS THAN 0.005 mm DESCRIPTIVE TERMINOLOGY FOR PERCENTAGES (adapted from ASTM 02488)
:ODOR PT PEAT
[(.~L RELATIVE DENSITY I CONSISTENCY ESTIMATE USING STANDARD PENETRATION TEST (SPl) VALUES (adapted from Terzaghi and Peck 1967)
COHESIONLESS SOILS 1*>
COHESIVE SOILst*>
N ONFINED u c COMPRESSIVE STRENGTH (TSFj<'>
RELATIVE DENSITY (N,)so (blows/1!)1'>
VERY LOOSE 0-4 LOOSE 4-10 COMPACT 10 - 30 DENSE 30-50 VERY DENSE OVER 50 CONSISTENCY VERY SOFT SOFT FIRM STIFF VERY STIFF HARD (N,)..
(blowslftr 0-2 2-4 4 - 8 8-15 15 - 30 OVER30 0-0.25 0.25-0.50 0.50 - 1.0 1.0 -2.0 2.0 - 4.0 OVER4.0 (a) Soils consisling of grawl, sand. and silt, either separately or in combination possessing no characteristics of plasticity. and exhlblling drained behallior.
(b) Solis possessing the charac1erlslics of plasticity, and exhlbning undrained behavior.
(c) Refer to AS1M D1586 for a definition of N value. (N,J.o is theN value corrected for hammer energy and overburden pressure. and Is detailed In AS1M 06066. N values may be affected by a number of factors including: material size. sampler size. hammer weigh1 and type, dep1h, drilling me1hod, and borehole disturbance. N values are only an _.,xi mate guide for fruzen soli or cohesive soil.
(d) Undrained shear strength. s,= 112 unconfined compression strength. U,. Note that Torvane (TV) measures s, and pocket penetrometer (PP) measures U, SAMPLER ABBREVIATIONS SS SPT Sampler (2 in. OD. 140 lb hammer)
SSO Oversize Split Spoon (2.5 in. OD, 140 lb typ.)
HD Hea-.y Duty Split Spoon (3 in. OD, 300/340 lb typ.)
BD Bulk Drive (4 in. OD, 300/340 lb hammer typ.)
CA Continous Core (Soil in Hollow-Stem Auger)
GS Grab Sample from Surface I Testpit LABORATORY TEST ABBREVIATIONS C Core (Rock)
TW Thin Wall (Shelby Tube)
MS Modified Shelby GP Geoprobe RC Air Rotary Cuttings AG Auger Cuttings DESCRIPTIVE RANGE OF Con Consolidation P200 Percent Fines (Silt & Clay)
SpG Specific Gravity Comp Proctor Compaction (D698/D1557) pH Soil pH TC Thaw Consolidation/Strain Dd Dry Density PID Photoionization Detector TV Torvane K Thennal Conductivity PM Modified Proctor TX Unconfined Compression MA Sieve and Hydrometer Analysis pp Pocket Penetrometer We Liquid Limit (LL)
NP Non-plastic PTLD Point Load
: w. Plastic Limit (PL) ou Organic Loss SA Sieve Analysis n Soil Resistivity TERMS PROPORTION TRACE 0*5%
FEW 5-10%
LITTLE 10 - 25%
SOME 30-45%
MOSTLY 50-100%
:g
~~------------------------r--------------r------------------------------------------~
TITLE UJ z 5:
CIJ
~ ;..
.g..,
FILE No.
Proposed Floor Plan.dwg PROJECT No.
SCALE DESIGN CAOO CHECK REVIEW REV.
AS SHOWN APG 6/18112 JDU 6/18112 TK 6118112 6118112 SOIL CLASSIFICATION - LEGEND SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN FIG.
JANESVILLE I SHN I WI 5
113-81051
~
... ~----------------------------~----~--.. ------~--------------------------------------~-------------~


12/22/2011 11:19:04          User Note: "MW-1 in 2" 12/22/2011 11:36:20          Manual Start Command 12/22/2011 11:39:58          Used Battery: 20% Used Memory: 92%  User Name: SHeuer 12/22/2011 11:39:59          Manual Stop Command
Appendix A Monitoring Wells
______________________________________________________________________________________________________________
Log Data:
Record Count: 875


Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)












 



















Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft              Sensor: Pres(G) 69ft Elapsed Time    SN#: 135443                        SN#: 135443



 


 



 



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12/22/2011 11:36:23.748            2.750                              7.114                            21.243 12/22/2011 11:36:23.998            3.000                              7.481                            22.340 12/22/2011 11:36:24.248            3.250                              7.540                            22.515

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12/22/2011 11:36:24.498            3.500                              7.285                            21.753




 

 



 

 

 















12/22/2011 11:36:24.748            3.750                              7.233                            21.598

 
 
 



 

 
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12/22/2011 11:36:24.998            4.000                              7.207                            21.522





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12/22/2011 11:36:25.248            4.250                              7.191                            21.471 12/22/2011 11:36:25.498            4.500                              7.173                            21.419 12/22/2011 11:36:25.748            4.750                              7.164                            21.392
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12/22/2011 11:36:26.108            5.110                              7.135                            21.305
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12/22/2011 11:36:26.328            5.330                              7.140                            21.322
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12/22/2011 11:36:26.551            5.553                              7.146                            21.339

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12/22/2011 11:36:26.783            5.785                              7.141                            21.324 12/22/2011 11:36:27.002            6.004                              7.121                            21.263 12/22/2011 11:36:27.248            6.250                              7.123                            21.270
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12/22/2011 11:36:27.498            6.500                              7.127                            21.282

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12/22/2011 11:36:27.748            6.750                              7.127                            21.282 12/22/2011 11:36:27.998            7.000                              7.125                            21.275 12/22/2011 11:36:28.248            7.250                              7.121                            21.263










12/22/2011 11:36:28.498            7.500                              7.127                            21.281 12/22/2011 11:36:28.748            7.750                              7.121                            21.264 12/22/2011 11:36:28.998            8.000                              7.119                            21.257



12/22/2011 11:36:29.248            8.250                              7.121                            21.264




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12/22/2011 11:36:29.498            8.500                              7.116                            21.250
 

 

 

 









 
 



12/22/2011 11:36:29.748            8.750                              7.120                            21.262 12/22/2011 11:36:29.998            9.000                              7.122                            21.267 12/22/2011 11:36:30.248            9.250                              7.118                            21.256 12/22/2011 11:36:30.498            9.500                              7.120                            21.260


 



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12/22/2011 11:36:30.748            9.750                              7.117                            21.253

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12/22/2011 11:36:30.998            10.000                              7.116                            21.249
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12/22/2011 11:36:31.248            10.250                              7.116                            21.249










12/22/2011 11:36:31.498            10.500                              7.113                            21.240 12/22/2011 11:36:31.748            10.750                              7.117                            21.250 12/22/2011 11:36:31.998            11.000                              7.114                            21.243



12/22/2011 11:36:32.248            11.250                              7.112                            21.237




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12/22/2011 11:36:32.498            11.500                              7.113                            21.241


 














 

 
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12/22/2011 11:36:32.748            11.750                              7.110                            21.232
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12/22/2011 11:36:32.998            12.000                              7.111                            21.235 12/22/2011 11:36:33.248            12.250                              7.108                            21.226 12/22/2011 11:36:33.498            12.500                              7.113                            21.241
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12/22/2011 11:36:33.748            12.750                              7.112                            21.237
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12/22/2011 11:36:33.998            13.000                              7.110                            21.232

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12/22/2011 11:36:34.248            13.250                              7.111                            21.235










12/22/2011 11:36:34.498            13.500                              7.109                            21.228 12/22/2011 11:36:34.748            13.750                              7.110                            21.231 12/22/2011 11:36:34.998            14.000                              7.114                            21.242



12/22/2011 11:36:35.248            14.250                              7.114                            21.242




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12/22/2011 11:36:35.498            14.500                              7.113                            21.239
Appendix B Logs of Geotechnical Borings


12/22/2011 11:36:35.748            14.750                              7.109                            21.229
































12/22/2011 11:36:35.998            15.000                              7.110                            21.232

 
 


 

  

 
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12/22/2011 11:36:36.248            15.250                              7.108                            21.226 12/22/2011 11:36:36.498            15.500                              7.112                            21.238 12/22/2011 11:36:36.749            15.751                              7.114                            21.242
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12/22/2011 11:36:36.999            16.001                              7.110                            21.232









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12/22/2011 11:36:37.249            16.251                              7.108                            21.224






12/22/2011 11:36:37.499            16.501                              7.107                            21.221


12/22/2011 11:36:37.749            16.751                              7.108                            21.225 12/22/2011 11:36:37.999            17.001                              7.107                            21.221 12/22/2011 11:36:38.249            17.251                              7.112                            21.237
















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12/22/2011 11:36:38.499            17.501                              7.111                            21.233
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12/22/2011 11:36:38.749            17.751                              7.112                            21.236
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12/22/2011 11:36:38.999            18.001                              7.114                            21.243
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12/22/2011 11:36:39.249            18.251                              7.113                            21.238 12/22/2011 11:36:39.499            18.501                              7.109                            21.228 12/22/2011 11:36:39.749            18.751                              7.110                            21.230
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12/22/2011 11:36:39.999            19.001                              7.109                            21.227 12/22/2011 11:36:40.249            19.251                              7.110                            21.231 12/22/2011 11:36:40.499            19.501                              7.110                            21.230
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12/22/2011 11:36:40.749            19.751                              7.110                            21.231


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12/22/2011 11:36:40.999            20.001                              7.109                            21.229 12/22/2011 11:36:41.249            20.251                              7.113                            21.239 12/22/2011 11:36:41.499            20.501                              7.108                            21.226



12/22/2011 11:36:41.749            20.751                              7.107                            21.222










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12/22/2011 11:36:41.999            21.001                              7.109                            21.228 12/22/2011 11:36:42.248            21.250                              7.107                            21.222 12/22/2011 11:36:42.498            21.500                              7.109                            21.227 12/22/2011 11:36:42.748            21.750                              7.110                            21.230 12/22/2011 11:36:42.998            22.000                              7.110                            21.232
















 





 







 



  

 
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12/22/2011 11:36:43.248            22.250                              7.111                            21.234
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12/22/2011 11:36:43.498            22.500                              7.111                            21.235









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12/22/2011 11:36:43.748            22.750                              7.108                            21.226
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12/22/2011 11:36:43.998            23.000                              7.110                            21.231 12/22/2011 11:36:44.248            23.250                              7.109                            21.227 12/22/2011 11:36:44.498            23.500                              7.115                            21.246
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12/22/2011 11:36:44.748            23.750                              7.106                            21.220


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12/22/2011 11:36:44.998            24.000                              7.112                            21.236



12/22/2011 11:36:45.248            24.250                              7.109                            21.229










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12/22/2011 11:36:45.498            24.500                              7.110                            21.230 12/22/2011 11:36:45.748            24.750                              7.110                            21.232 12/22/2011 11:36:45.998            25.000                              7.110                            21.232















 

















 

 








  

 
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12/22/2011 11:36:51.249            30.251                              7.113                            21.240
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12/22/2011 11:36:51.749            30.751                              7.111                            21.234 12/22/2011 11:36:51.999            31.001                              7.108                            21.224 12/22/2011 11:36:52.249            31.251                              7.111                            21.233



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12/22/2011 11:36:55.498            34.500                              7.107                            21.223








  
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12/22/2011 11:36:56.498            35.500                              7.109                            21.228 12/22/2011 11:36:56.748            35.750                              7.107                            21.223 12/22/2011 11:36:56.998            36.000                              7.109                            21.228















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12/22/2011 11:36:58.999            38.001                              7.110                            21.231



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12/22/2011 11:37:00.249            39.251                              7.111                            21.234 12/22/2011 11:37:00.499            39.501                              7.113                            21.240 12/22/2011 11:37:00.749            39.751                              7.116                            21.249

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12/22/2011 11:37:02.249            41.251                              7.114                            21.242 12/22/2011 11:37:02.499            41.501                              7.112                            21.236 12/22/2011 11:37:02.749            41.751                              7.115                            21.245 12/22/2011 11:37:02.999            42.001                              7.112                            21.236 12/22/2011 11:37:03.249            42.251                              7.109                            21.228


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12/22/2011 11:37:03.498            42.500                              7.112                            21.236
 

 





 




 

 


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12/22/2011 11:37:05.248            44.250                              7.109                            21.229


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12/22/2011 11:37:05.748            44.750                              7.110                            21.232 12/22/2011 11:37:05.998            45.000                              7.108                            21.224 12/22/2011 11:37:06.248            45.250                              7.109                            21.227



















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12/22/2011 11:37:06.498            45.500                              7.111                            21.235





12/22/2011 11:37:06.748            45.750                              7.110                            21.231



12/22/2011 11:37:06.998            46.000                              7.110                            21.232



12/22/2011 11:37:07.248            46.250                              7.109                            21.227 12/22/2011 11:37:07.498            46.500                              7.109                            21.228 12/22/2011 11:37:07.748            46.750                              7.108                            21.226































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12/22/2011 11:37:07.998            47.000                              7.111                            21.234
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12/22/2011 11:37:08.248            47.250                              7.109                            21.228 12/22/2011 11:37:08.498            47.500                              7.107                            21.223 12/22/2011 11:37:08.749            47.751                              7.110                            21.230
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12/22/2011 11:37:08.999            48.001                              7.112                            21.238 12/22/2011 11:37:09.249            48.251                              7.109                            21.227 12/22/2011 11:37:09.499            48.501                              7.109                            21.229
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12/22/2011 11:37:09.749            48.751                              7.107                            21.221
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12/22/2011 11:37:09.999            49.001                              7.110                            21.232
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12/22/2011 11:37:10.249            49.251                              7.108                            21.226 12/22/2011 11:37:10.499            49.501                              7.110                            21.230 12/22/2011 11:37:10.749            49.751                              7.108                            21.225 12/22/2011 11:37:10.999            50.001                              7.109                            21.229
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12/22/2011 11:37:11.999            51.001                              7.108                            21.225 12/22/2011 11:37:12.249            51.251                              7.110                            21.232 12/22/2011 11:37:12.499            51.501                              7.110                            21.230










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12/22/2011 11:37:12.999            52.001                              7.108                            21.225



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12/22/2011 11:37:13.499            52.501                              7.108                            21.225 12/22/2011 11:37:13.749            52.751                              7.110                            21.230 12/22/2011 11:37:13.999            53.001                              7.110                            21.232



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12/22/2011 11:37:14.998            54.000                              7.109                            21.227 12/22/2011 11:37:15.248            54.250                              7.108                            21.224 12/22/2011 11:37:15.498            54.500                              7.109                            21.229
 

 
 












 




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12/22/2011 11:37:15.748            54.750                              7.108                            21.225
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12/22/2011 11:37:15.998            55.000                              7.108                            21.226



12/22/2011 11:37:16.248            55.250                              7.108                            21.226


12/22/2011 11:37:16.498            55.500                              7.109                            21.227



12/22/2011 11:37:16.748            55.750                              7.107                            21.223 12/22/2011 11:37:16.998            56.000                              7.110                            21.231 12/22/2011 11:37:17.248            56.250                              7.110                            21.230



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12/22/2011 11:37:18.248            57.250                              7.110                            21.232 12/22/2011 11:37:18.498            57.500                              7.110                            21.232 12/22/2011 11:37:18.748            57.750                              7.109                            21.229
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12/22/2011 11:37:18.998            58.000                              7.108                            21.226









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12/22/2011 11:37:19.249            58.251                              6.922                            20.668





12/22/2011 11:37:19.499            58.501                              6.952                            20.759





12/22/2011 11:37:19.749            58.751                              7.056                            21.069 12/22/2011 11:37:19.999            59.001                              7.096                            21.190 12/22/2011 11:37:20.249            59.251                              7.024                            20.973



12/22/2011 11:37:20.499            59.501                              7.114                            21.243 12/22/2011 11:37:20.749            59.751                              6.992                            20.878 12/22/2011 11:37:20.999            60.001                              6.866                            20.501
















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12/22/2011 11:37:21.249            60.251                              6.912                            20.640
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12/22/2011 11:37:22.249            61.251                              7.048                            21.047


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12/22/2011 11:37:22.499            61.501                              7.063                            21.090 12/22/2011 11:37:22.749            61.751                              7.068                            21.105 12/22/2011 11:37:22.999            62.001                              7.077                            21.133 12/22/2011 11:37:23.249            62.251                              7.084                            21.153 12/22/2011 11:37:23.499            62.501                              7.083                            21.151



12/22/2011 11:37:23.749            62.751                              7.089                            21.169










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12/22/2011 11:37:24.249            63.251                              7.097                            21.191



12/22/2011 11:37:24.499            63.501                              7.100                            21.200 12/22/2011 11:37:24.748            63.750                              7.099                            21.197 12/22/2011 11:37:24.998            64.000                              7.099                            21.198


 








  

 
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12/22/2011 11:37:25.248            64.250                              7.100                            21.202
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12/22/2011 11:37:25.498            64.500                              7.101                            21.203









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12/22/2011 11:37:25.748            64.750                              7.100                            21.201


















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12/22/2011 11:37:25.998            65.000                              7.102                            21.208 12/22/2011 11:37:26.248            65.250                              7.103                            21.210 12/22/2011 11:37:26.498            65.500                              7.105                            21.215
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12/22/2011 11:37:26.748            65.750                              7.103                            21.210
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12/22/2011 11:37:26.998            66.000                              7.103                            21.209
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12/22/2011 11:37:27.248            66.250                              7.103                            21.211
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12/22/2011 11:37:27.498            66.500                              7.104                            21.213 12/22/2011 11:37:27.748            66.750                              7.105                            21.217 12/22/2011 11:37:27.998            67.000                              7.104                            21.214

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12/22/2011 11:37:28.248            67.250                              7.103                            21.211
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12/22/2011 11:37:28.498            67.500                              7.104                            21.213 12/22/2011 11:37:28.748            67.750                              7.105                            21.215 12/22/2011 11:37:28.998            68.000                              7.104                            21.214
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12/22/2011 11:37:29.248            68.250                              7.106                            21.218 12/22/2011 11:37:29.498            68.500                              7.106                            21.218 12/22/2011 11:37:29.749            68.751                              7.105                            21.216
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12/22/2011 11:37:29.998            69.000                              7.107                            21.223


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12/22/2011 11:37:30.248            69.250                              7.106                            21.219



12/22/2011 11:37:30.498            69.500                              7.107                            21.221 12/22/2011 11:37:30.748            69.750                              7.106                            21.219 12/22/2011 11:37:30.998            70.000                              7.107                            21.223 12/22/2011 11:37:31.248            70.250                              7.106                            21.219










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12/22/2011 11:37:31.748            70.750                              7.107                            21.223




 
 

 


  
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12/22/2011 11:37:31.998            71.000                              7.108                            21.224









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12/22/2011 11:37:32.248            71.250                              7.107                            21.221 12/22/2011 11:37:32.498            71.500                              7.106                            21.220 12/22/2011 11:37:32.748            71.750                              7.104                            21.213







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12/22/2011 11:37:35.248            74.250                              7.107                            21.221 12/22/2011 11:37:35.498            74.500                              7.108                            21.224 12/22/2011 11:37:35.748            74.750                              7.105                            21.216



12/22/2011 11:37:35.998            75.000                              7.107                            21.221










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12/22/2011 11:37:36.498            75.500                              7.105                            21.217



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12/22/2011 11:37:38.498            77.500                              7.106                            21.219 12/22/2011 11:37:38.748            77.750                              7.108                            21.226 12/22/2011 11:37:38.998            78.000                              7.103                            21.211
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12/22/2011 11:37:39.498            78.500                              7.106                            21.219


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12/22/2011 11:37:39.998            79.000                              7.105                            21.215 12/22/2011 11:37:40.248            79.250                              7.107                            21.223 12/22/2011 11:37:40.499            79.501                              7.109                            21.228

 
 


 


 



 

 


12/22/2011 11:37:40.749            79.751                              7.106                            21.219 12/22/2011 11:37:40.999            80.001                              7.105                            21.216 12/22/2011 11:37:41.249            80.251                              7.109                            21.228
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12/22/2011 11:37:41.499            80.501                              7.107                            21.221









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12/22/2011 11:37:41.749            80.751                              7.104                            21.212 12/22/2011 11:37:41.999            81.001                              7.106                            21.219 12/22/2011 11:37:42.249            81.251                              7.110                            21.231







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12/22/2011 11:37:42.749            81.751                              7.107                            21.221 12/22/2011 11:37:42.999            82.001                              7.105                            21.215 12/22/2011 11:37:43.249            82.251                              7.107                            21.222 12/22/2011 11:37:43.499            82.501                              7.106                            21.218 12/22/2011 11:37:43.749            82.751                              7.105                            21.217





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12/22/2011 11:37:50.498            89.500                              7.108                            21.225
Appendix C Laboratory Testing Results


12/22/2011 11:37:50.748            89.750                              7.108                            21.225 12/22/2011 11:37:50.998            90.000                              7.107                            21.223 12/22/2011 11:37:51.248            90.250                              7.106                            21.219 12/22/2011 11:37:51.498            90.500                              7.105                            21.217
June 2012 TABLE C-1


12/22/2011 11:37:51.748            90.750                              7.110                            21.230
==SUMMARY==
OF LABORATORY TESTING RESULTS PAGE 1 OF 3 113-81051 Gravel Sand Silt/Clay Top Bottom
+ #4
#4 to #200
- #200 Silt Clay Max Min G11-01 1
2.0 3.5 11.2 2
4.5 6.0 2.9 3
7.0 8.5 2.8 6.9 90.5 2.6 SP 4
9.5 11.0 2.2 5
14.5 16.0 2.8 8.1 90.1 1.8 SP 6
19.5 21.0 2.6 7
24.5 26.0 3.1 31.4 63.6 4.9 4.0 0.9 SP 8
29.5 31.0 3.8 2.706 9
34.5 36.0 2.8 2.7 94.8 2.4 SP 10 39.5 41.0 3.9 0.04*
11 44.5 46.0 2.5 3.1 93.0 4.0 SP 12 49.5 51.0 3.2 13 59.5 61.0 15.7 14 69.5 71.0 13.7 G11-02 1
2.0 3.5 3.4 2
4.5 6.0 3.4 3
7.0 8.5 3.4 4
9.5 11.0 3.3 25.1 70.8 4.1 SP 5
14.5 16.0 3.4 6
19.5 21.0 2.5 12.4 85.5 2.1 SP 7
24.5 26.0 2.8 2.696 8
29.5 31.0 3.7 31.5 65.5 3.1 2.8 0.3 SP 9
34.5 36.0 3.4 0.04*
10 39.5 41.0 2.9 2.4 96.1 1.5 SP 11 44.5 46.0 3.3 12 49.5 51.0 3.2 13 59.5 61.0 17.7 2.8 94.3 2.9 SP 14 69.5 71.0 13.9 G11-03 1
2.0 3.5 3.5 2
4.5 6.0 3.4 41.5 51.9 6.6 SP-SM 3
7.0 8.5 3
4 9.5 11.0 2.6 24.9 72.1 3.0 SP 5
14.5 16.0 2.6 2.699 6
19.5 21.0 5.5 54.5 42.0 3.6 3.4 0.2 GP 7
24.5 26.0 0.03*
8 29.5 31.0 3.1 0.6 97.1 2.3 SP 9
34.5 36.0 3.7 10 39.5 41.0 3.7 0.02*
11 44.5 46.0 3.1 23.4 72.8 3.7 SP 12 49.5 51.0 3.2 13 59.5 61.0 21.2 14 69.5 71.0 9.6 G11-04 1
2.0 3.5 3.6 2
4.5 6.0 3.2 3
7.0 8.5 2.0 29.9 65.8 4.3 SP 4
9.5 11.0 3.4 0.02*
5 12.0 13.5 2.7 15.6 80.7 3.7 SP 6
14.5 16.0 2.6 0.03*
7 19.5 21.0 6.9 8
24.5 26.0 4.0 9
29.5 31.0 3.3 18.7 77.1 4.2 SP 10 34.5 36.0 2.7 11 39.5 41.0 3.7 16.4 80.7 2.9 2.6 0.3 SP 12 44.5 46.0 2.7 2.698 13 49.5 51.0 2.4 14 59.5 61.0 19.4 0.0 94.3 5.7 SP-SM 15 69.5 71.0 17.4 G11-05 1
2.0 3.5 4.2 2
4.5 6.0 2.5 3
7.0 8.5 3
BULK G11-05 9.0 11.0 3.4 142.2 117.9 4
9.5 11.0 3.8 5
14.5 16.0 2.1 24.0 69.9 6.1 SP-SM 6
19.5 21.0 2.4 7
24.5 26.0 2.9 8
29.5 31.0 2.8 9
34.5 36.0 3.1 0.04*
10 39.5 41.0 3.1 10.1 85.3 4.6 SP 11 44.5 46.0 11.3 Borehole Number Moisture Content (%)
Grain Size (%)
Hydrometer Sample Number USCS(2)
Sample Depth (feet)
Specific Gravity Relative Density (pcf)
Sulfate
(% by Mass)
*Testresultatorbelowreportablelowerlimit


12/22/2011 11:37:51.998            91.000                              7.106                            21.219
June 2012 TABLE C-1


12/22/2011 11:37:52.248            91.250                              7.107                            21.223
==SUMMARY==
OF LABORATORY TESTING RESULTS PAGE 2 OF 3 113-81051 Gravel Sand Silt/Clay Top Bottom
+ #4
#4 to #200
- #200 Silt Clay Max Min Borehole Number Moisture Content (%)
Grain Size (%)
Hydrometer Sample Number USCS(2)
Sample Depth (feet)
Specific Gravity Relative Density (pcf)
Sulfate
(% by Mass) 12 49.5 51.0 10.1 13 59.5 61.0 20.9 14 69.5 71.0 22.7 15 79.5 81.0 20.4 16 89.5 91.0 21.1 0.0 92.0 8.0 SP-SM 17 99.5 101.0 9.3 18 109.5 111.0 19.6 19 119.5 121.0 19.3 20 129.5 131.0 21 139.5 141.0 16.8 2.689 22 149.5 151.0 21.3 0.0 89.1 10.8 7.8 3.0 SP-SM 23 159.5 161.0 18.1 24 169.5 171.0 17.6 25 179.5 181.0 12.6 26 189.5 191.0 13.1 CL-ML 27 199.5 201.0 19.1 0.0 90.4 9.6 SP-SM 28 219.5 221.0 20.5 G11-06 1
0.0 2.0 14.8 2
2.0 4.0 4.4 3
4.0 6.0 2.4 4
6.0 8.0 2.4 5
8.0 10.0 3.2 BULK G11-06 9.0 11.0 2.8 141.1 117.6 6
10.0 12.0 2.3 7
12.0 14.0 2.7 8
14.0 16.0 2.8 46.5 48.8 4.7 SP 9
16.0 18.0 2.7 10 18.0 20.0 5.8 11 20.0 22.0 2.5 0.03*
12 22.0 24.0 2.2 13 24.0 26.0 2.7 6.7 90.0 3.4 SP 14 26.0 28.0 3.5 15 28.0 30.0 2.9 16 30.0 32.0 4.8 17 32.0 34.0 3.4 18 24.0 36.0 2.3 19 36.0 38.0 2.7 16.1 80.8 3.2 SP 20 38.0 40.0 3.3 21 40.0 42.0 4.5 22 42.0 44.0 3.2 23 44.0 46.0 3.6 24 46.0 48.0 2.6 25 48.0 50.0 3.6 3.2 92.5 4.3 3.0 1.3 SP 26 59.5 61.0 18.5 2.673 27 69.5 71.0 18.4 28 79.5 81.0 25.4 29 89.5 91.0 23.3 30 99.5 101.0 9.5 42.7 52.0 5.3 SP-SM 31 109.5 111.0 12.1 32 119.5 121.0 10.9 G11-07 1
2.0 3.5 3.1 2
4.5 6.0 1.7 3
7.0 8.5 2.9 15.4 80.6 4.0 SP 4
9.5 11.0 2.5 5
14.5 16.0 2.4 0.0 97.9 2.1 SP 6
19.5 21.0 1.6 2.684 7
24.5 26.0 3.5 38.4 56.8 4.8 3.4 1.4 SP 8
29.5 31.0 1.6 0.01 9
34.5 36.0 3.1 31.5 65.0 3.5 SP 10 39.5 41.0 4.6 11 44.5 46.0 3.8 1.5 93.7 4.8 SP 12 49.5 51.0 2.4 13 59.5 61.0 12.6 14 69.5 71.0 19.3 G11-08 1
2.0 3.5 2.4 2
4.5 6.0 2.9 3
7.0 8.5 2.4 4
9.5 11.0 2.8 10.5 86.7 2.9 SP 5
14.5 16.0 1.9
*Testresultatorbelowreportablelowerlimit


12/22/2011 11:37:52.498            91.500                              7.109                            21.227 12/22/2011 11:37:52.748            91.750                              7.104                            21.214 12/22/2011 11:37:52.998            92.000                              7.105                            21.216
June 2012 TABLE C-1


12/22/2011 11:37:53.248            92.250                              7.106                            21.218
==SUMMARY==
OF LABORATORY TESTING RESULTS PAGE 3 OF 3 113-81051 Gravel Sand Silt/Clay Top Bottom
+ #4
#4 to #200
- #200 Silt Clay Max Min Borehole Number Moisture Content (%)
Grain Size (%)
Hydrometer Sample Number USCS(2)
Sample Depth (feet)
Specific Gravity Relative Density (pcf)
Sulfate
(% by Mass) 6 19.5 21.0 2.5 20.4 77.6 2.0 SP 7
24.5 26.0 2.5 0.03*
8 29.5 31.0 5.5 9
34.5 36.0 3.8 19.0 77.4 3.5 2.706 SW 10 39.5 41.0 4.1 17.7 76.1 6.2 4.8 1.4 SP-SM 11 44.5 46.0 3.0 3.0 94.4 2.7 SP 12 49.5 51.0 3.8 13 59.5 61.0 13.7 14 69.5 71.0 14.9 G11-09 1
2.0 3.5 3.2 2
4.5 6.0 2.3 31.8 59.8 8.4 SW-SM 3
7.0 8.5 7.7 BULK G11-09 9.0 11.0 3.0 143.4 117.6 4
9.5 11.0 1.8 5
14.5 16.0 2.4 6
19.5 21.0 7.6 13.8 82.1 4.1 SP 7
24.5 26.0 2.0 8
29.5 31.0 3.0 9
34.5 36.0 3.9 10 39.5 41.0 3.7 11 44.5 46.0 2.7 12 49.5 51.0 2.5 13 59.5 61.0 21.2 7.7 87.3 5.0 SP 14 69.5 71.0 18.7 15 79.5 81.0 23.9 16 89.5 91.0 19.4 17 99.5 101.0 10.9 18 109.5 111.0 10 19 119.5 121.0 7.8 20 129.5 131.0 20.0 2.689 21 139.5 141.0 12.0 17.8 73.7 8.5 6.7 1.8 SW-SM 22 149.5 151.0 17.5 23 159.5 161.0 20.1 24 169.5 171.0 15.3 25 179.5 181.0 12.9 26 189.5 191.0 10.5 CL-ML 27 199.5 121.0 19.1 28 209.5 211.0 16.9 29 219.5 221.0 12.9 1.2 60.8 38.0 SM G11-10 1
2.0 3.5 2.7 2
4.5 6.0 3.2 25.3 69.5 5.2 SP-SM 3
7.0 8.5 2.1 4
9.5 11.0 2.4 55.6 36.9 7.4 GP-GM 5
14.5 16.0 2.1 2.692 6
19.5 21.0 2.8 32.2 62.3 5.5 4.5 1.0 SP-SM 7
24.5 26.0 2.4 0.04*
8 29.5 31.0 3.4 9.2 88.8 2.0 SP 9
34.5 36.0 2.1 10 39.5 41.0 3.4 23.2 72.7 4.1 SP 11 44.5 46.0 3.9 12 49.5 51.0 3.9 13 59.5 61.0 17.9 14 69.5 71.0 25.5
*Testresultatorbelowreportablelowerlimit


12/22/2011 11:37:53.498            92.500                              7.108                            21.224


















12/22/2011 11:37:53.748            92.750                              7.105                            21.215



12/22/2011 11:37:53.998            93.000                              7.108                            21.224 12/22/2011 11:37:54.248            93.250                              7.109                            21.227 12/22/2011 11:37:54.498            93.500                              7.108                            21.224




 
 
 







 



 










 

 


 

 






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12/22/2011 11:37:55.248            94.250                              7.105                            21.216
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12/22/2011 11:37:55.498            94.500                              7.108                            21.226 12/22/2011 11:37:55.748            94.750                              7.107                            21.223 12/22/2011 11:37:55.998            95.000                              7.108                            21.225


















12/22/2011 11:37:56.248            95.250                              7.105                            21.215



12/22/2011 11:37:56.498            95.500                              7.107                            21.221




 
 
 







 



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12/22/2011 11:37:57.248            96.250                              7.106                            21.219 12/22/2011 11:37:57.498            96.500                              7.109                            21.227 12/22/2011 11:37:57.748            96.750                              7.106                            21.219
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12/22/2011 11:37:57.998            97.000                              7.109                            21.229


















12/22/2011 11:37:58.248            97.250                              7.106                            21.218



12/22/2011 11:37:58.498            97.500                              7.105                            21.217




 
 
 







 



 
























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12/22/2011 11:37:58.748            97.750                              7.107                            21.221 12/22/2011 11:37:58.998            98.000                              7.109                            21.228 12/22/2011 11:37:59.248            98.250                              7.107                            21.221



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12/22/2011 11:37:59.748            98.750                              7.108                            21.225


















12/22/2011 11:37:59.998            99.000                              7.106                            21.219



12/22/2011 11:38:00.248            99.250                              7.108                            21.225 12/22/2011 11:38:00.498            99.500                              7.108                            21.226 12/22/2011 11:38:00.748            99.750                              7.108                            21.226




 
 
 







 



12/22/2011 11:38:00.998          100.000                              7.108                            21.224 12/22/2011 11:38:01.248          100.250                              7.107                            21.223 12/22/2011 11:38:01.498          100.500                              7.110                            21.230




12/22/2011 11:38:01.748          100.750                              7.108                            21.225

 









 




 








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12/22/2011 11:38:01.998          101.000                              7.108                            21.225 12/22/2011 11:38:02.249          101.251                              7.110                            21.232 12/22/2011 11:38:02.499          101.501                              7.109                            21.228



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12/22/2011 11:38:02.749          101.751                              7.108                            21.226
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12/22/2011 11:38:02.999          102.001                              7.109                            21.229 12/22/2011 11:38:03.249          102.251                              7.111                            21.233 12/22/2011 11:38:03.499          102.501                              7.110                            21.231 12/22/2011 11:38:03.749          102.751                              7.111                            21.233 12/22/2011 11:38:03.999          103.001                              7.108                            21.225


















12/22/2011 11:38:04.249          103.251                              7.110                            21.231



12/22/2011 11:38:04.499          103.501                              7.112                            21.236




 
 
 







 



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12/22/2011 11:38:04.999          104.001                              7.109                            21.228 12/22/2011 11:38:05.249          104.251                              7.109                            21.229 12/22/2011 11:38:05.499          104.501                              7.110                            21.232










 



12/22/2011 11:38:05.749          104.751                              7.111                            21.233

 

 



12/22/2011 11:38:05.999          105.001                              7.109                            21.228

 






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12/22/2011 11:38:13.499          112.501                              7.112                            21.237



12/22/2011 11:38:13.749          112.751                              7.110                            21.230




 
 
 







 


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12/22/2011 11:38:15.749          114.751                              7.109                            21.229 12/22/2011 11:38:15.999          115.001                              7.112                            21.237 12/22/2011 11:38:16.249          115.251                              7.109                            21.229




 
 
 







 



12/22/2011 11:38:16.499          115.501                              7.105                            21.217



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12/22/2011 11:38:18.748          117.750                              7.107                            21.221




 
 
 







 


 


12/22/2011 11:38:18.998          118.000                              7.104                            21.214 12/22/2011 11:38:19.248          118.250                              7.106                            21.220 12/22/2011 11:38:19.498          118.500                              7.105                            21.217

























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12/22/2011 11:38:21.248          120.250                              7.104                            21.214 12/22/2011 11:38:21.498          120.500                              7.107                            21.221 12/22/2011 11:38:21.748          120.750                              7.109                            21.227
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12/22/2011 11:38:21.998          121.000                              7.106                            21.218




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12/22/2011 11:38:23.248          122.250                              7.109                            21.227 12/22/2011 11:38:23.499          122.501                              7.109                            21.229 12/22/2011 11:38:23.749          122.751                              7.107                            21.221 12/22/2011 11:38:23.999          123.001                              7.104                            21.213 12/22/2011 11:38:24.249          123.251                              7.107                            21.223
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12/22/2011 11:38:24.499          123.501                              7.107                            21.223
RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254 JOB NAME:
BORING NUMBER:
G11-05 JOB NUMBER:
SAMPLE NUMBER:
Bulk DEPTH:
9-11' MOLD DATA Initial Mold Volume (Vi), ft3:
0.1002 Mold Area (A), ft2:
0.1963 Load Plate Thickness (T), in 0.5043 MINIMUM DENSITY DETERMINATION Moisture Content Determination Trial Number:
1 2
3 Tare N6 J10 Weight Mold & Soil, g:
10,178.0 10,193.8 10,184.3 Wt. of Wet Soil + Tare 300.76 1119.20 Weight Mold, g:
4,825.2 4,825.2 4,825.2 Wt. of Dry Soil + Tare 300.68 1056.90 Weight Soil, g:
5,352.8 5,368.6 5,359.1 Wt. of Tare 27.99 84.85 Moisture Content (%)
0.03%
6.4%
Minimum Density, Dmin, =
Average Weight Soil, g:
5,358.6 Average Soil Weight, lb
=
117.9 pcf Average Weight Soil, lb:
11.82 Mold Volume, ft3 MAXIMUM DENSITY DETERMINATION Dial 1 Final Dial Reading, in:
(0.064)
Final Mold Volume, Vf, =
Dial 2 Final Dial Reading, in:
(0.121)
Vi - (Rf +T/ 12) x A
=
0.0943 ft3 Dial 3 Final Dial Reading, in:
(0.173)
Dial 4 Final Dial Reading, in:
(0.206)
Average Dial Reading (Rf), in:
(0.141)
Maximum Density, Dmax, =
Weight Wet Soil & Tare, g:
13,078.8 Ws
=
142.2 pcf Weight Dry Soil & Tare, g:
12,690.0 Vf Weight Tare, g:
6,611.9 Weight Water, g:
388.8 Weight Dry Soil, g:
6,078.1 Weight Dry Soil (Ws), lb:
13.40 Moisture Content, %:
6.4 RELATIVE DENSITY RESULTS Lab Work RJM Minimum Density 117.9 pcf Date 12/2/2011 Checked MB Maximum Density 142.2 pcf
*Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.
Lakewood, Colorado 6/18/2012 Figure C12


12/22/2011 11:38:24.749          123.751                              7.108                            21.225
RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254 JOB NAME:
BORING NUMBER:
G11-06 JOB NUMBER:
SAMPLE NUMBER:
Bulk DEPTH:
9-11' MOLD DATA Initial Mold Volume (Vi), ft3:
0.1002 Mold Area (A), ft2:
0.1963 Load Plate Thickness (T), in 0.5043 MINIMUM DENSITY DETERMINATION Moisture Content Determination Trial Number:
1 2
3 Tare Q-4 Matt Weight Mold & Soil, g:
10,178.8 10,155.7 10,176.7 Wt. of Wet Soil + Tare 311.46 6743.70 Weight Mold, g:
4,822.1 4,822.1 4,822.1 Wt. of Dry Soil + Tare 311.32 6378.60 Weight Soil, g:
5,356.7 5,333.6 5,354.6 Wt. of Tare 27.31 544.60 Moisture Content (%)
0.05%
6.3%
Minimum Density, Dmin, =
Average Weight Soil, g:
5,345.7 Average Soil Weight, lb
=
117.6 pcf Average Weight Soil, lb:
11.79 Mold Volume, ft3 MAXIMUM DENSITY DETERMINATION Dial 1 Final Dial Reading, in:
0.073 Final Mold Volume, Vf, =
Dial 2 Final Dial Reading, in:
0.053 Vi - (Rf +T/ 12) x A
=
0.0924 ft3 Dial 3 Final Dial Reading, in:
(0.141)
Dial 4 Final Dial Reading, in:
(0.092)
Average Dial Reading (Rf), in:
(0.027)
Maximum Density, Dmax, =
Weight Wet Soil & Tare, g:
12,893.9 Ws
=
141.1 pcf Weight Dry Soil & Tare, g:
12,520.0 Vf Weight Tare, g:
6,608.8 Weight Water, g:
373.9 Weight Dry Soil, g:
5,911.2 Weight Dry Soil (Ws), lb:
13.03 Moisture Content, %:
6.3 RELATIVE DENSITY RESULTS Lab Work RJM Minimum Density 117.6 pcf Date 12/2/2011 Checked MB Maximum Density 141.1 pcf
*Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.
Lakewood, Colorado 6/18/2012 Figure C13


12/22/2011 11:38:24.999          124.001                              7.108                            21.226
RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254 JOB NAME:
BORING NUMBER:
G11-09 JOB NUMBER:
SAMPLE NUMBER:
Bulk DEPTH:
9-11' MOLD DATA Initial Mold Volume (Vi), ft3:
0.1002 Mold Area (A), ft2:
0.1963 Load Plate Thickness (T), in 0.5043 MINIMUM DENSITY DETERMINATION Moisture Content Determination Trial Number:
1 2
3 Tare Q-1 DT Weight Mold & Soil, g:
10,165.1 10,169.5 10,172.9 Wt. of Wet Soil + Tare 279.07 1455.30 Weight Mold, g:
4,822.1 4,822.1 4,822.1 Wt. of Dry Soil + Tare 278.83 1367.20 Weight Soil, g:
5,343.0 5,347.4 5,350.8 Wt. of Tare 24.97 83.87 Moisture Content (%)
0.09%
6.9%
Minimum Density, Dmin, =
Average Weight Soil, g:
5,342.0 Average Soil Weight, lb
=
117.6 pcf Average Weight Soil, lb:
11.78 Mold Volume, ft3 MAXIMUM DENSITY DETERMINATION Dial 1 Final Dial Reading, in:
(0.409)
Final Mold Volume, Vf, =
Dial 2 Final Dial Reading, in:
(0.320)
Vi - (Rf +T/ 12) x A
=
0.0935 ft3 Dial 3 Final Dial Reading, in:
0.221 Dial 4 Final Dial Reading, in:
0.138 Average Dial Reading (Rf), in:
(0.092)
Maximum Density, Dmax, =
Weight Wet Soil & Tare, g:
13,102.7 Ws
=
143.4 pcf Weight Dry Soil & Tare, g:
12,685.0 Vf Weight Tare, g:
6,608.8 Weight Water, g:
417.7 Weight Dry Soil, g:
6,076.2 Weight Dry Soil (Ws), lb:
13.40 Moisture Content, %:
6.9 RELATIVE DENSITY RESULTS Lab Work RJM Minimum Density 117.6 pcf Date 12/2/2011 Checked MB Maximum Density 143.4 pcf
*Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.
Lakewood, Colorado 6/18/2012 Figure C14


12/22/2011 11:38:25.249          124.251                              7.109                            21.229 12/22/2011 11:38:25.499          124.501                              7.109                            21.228 12/22/2011 11:38:25.749          124.751                              7.108                            21.225



















AppendixD
SiteSoilClassificationforSeismicDesign


12/22/2011 11:38:25.999          125.001                              7.109                            21.227
<'/I Golder Associates TECHNICAL MEMORANDUM Date:
August 3, 2012 Project No.:
113-81051 To:
From:
cc:
Company:
SHINE Medical Technologies Address:
8123 Forsythia St. Suite 140 Middleton, WI 53562 Golder Report No.
113-81051 GR1, Revision 5, 8/03/12 RE:
SITE SOIL CLASSIFICATION FOR SEISMIC DESIGN APPENDIX D OF GOLDER REPORT 113-81051 GR 6, REVISION 3, 8/03/12 (PRELIMINARY GEOTECHNCIAL ENGINEERING REPORT)
This technical memorandum revises and supersedes the soil Site Cia ssification Technical Memorandum issued to SHINE Medical Technologies by Golder January 6, February 13, May 18, June 18, and July 23, 2012. The technical memorandum provides a soil site classification for the SHINE Medical Technologies proposed medical isotope production site located in, Rock County, Wisconsin. Soil site classification was completed using the provisions in Chapter 20 of the American Society of Civil Engineers Standard 7-05 (ASCE Standard 7-05) and downhole shear wave velocity measured by Golder Associates Inc. (Golder) on November 29, 2011. Golder (2012a) provides the description of the quality assurance program under which this technical memorandum was prepared.  


12/22/2011 11:38:26.249          125.251                              7.106                            21.219
==1.0 BACKGROUND==
Golder has been contracted by SHINE Medical Technologies to perform geotechnical, hydrological, and seismic services for the proposed m edical isotope production facility investigation site near Janesville,
Wisconsin. Part of the work contracted includes a soil site classification for the application of the seismic design requirements of the 20091nternational Building Code (IBC 2009) and ASCE Standard 7-05.
Golder has advanced 15 soil borings (1 0 geotechnical borings, one cased boring for vertical seismic profiling and four additio nal borings, which were converted to groundwater monitoring wells) at the Janesville site. Boring depths range from 60 feet (18m) to 221 feet ( 67 m) below ground surface (bgs).
The locations and Records of B oreholes are presented in Golder's preliminary geotechnical report (Golder 2012b). The Record of Cased Hole VSP-01, other site Records of 8 oreholes and grain size distributions indicate that in general the upper 100 feet (30m) of the site soils are compact to very dense, brown, moist to wet, fine to medium grained sand with little gravel (Golder 2012b).
As part of th e field investigation program, Golder also undertook downhole velocity profiling in cased borehole VSP-01 to support classification of the site soil conditions for the evaluation of soil Site Class required for application of ASCE Standard 7-05. Because ASCE Standard 7-05 defines soil Site Class p ~roJettai2011 \\113>S1051ahlneVUe transfer 8-3-12\\113-81051 updated srte elan memo 3 8UQUSt 2Q12.dOCX\\113-8105 UPDATED Site Class Memo Golder Associates Inc.
230 Commerce, Suite 200 Irvine, CA 92602 USA Tel: (714) 508-4400 Fax: (714) 508-4401 www.golder.com Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation


12/22/2011 11:38:26.499          125.501                              7.107                            21.223
Richard Vann Bynum SHINE Medical Technologies 2
113-81051 August 3, 2012 based on the average geotechnical properties for the 1 00 feet (30 m) of soil below the ground surface, only the upper 100 feet (30 m) are described and evaluated in this memorandum. Vertical seismic profiling was performed on site by Go lder personnel on November 29, 2011. The meth odology and results of the downhole velocity profiling tests are provided in Attachment A. Calcul ations of soil Site Class are provided in Attachment B.
2.0 SCOPE OF WORK Golder selected to use average shear wave velocity to develop the soil Site Class because this parameter is the one most closely linked to the likely response of the soil to earthq uake ground shaking. Average shear wave velocity is one of the four methods listed in ASCE Standard 7-05, Chapter 20, Section 20.4 that are applied to classify soils within the upper 100ft (30 m). Shear wave velocity data were collected from the downhole velocity profiles as shown in Table A-1 of Attachment A. The average shear wave velocity was calculated by entering the incremental shear wave velocity values into a Microsoft Excel' spreadsheet, and using a mathematical function in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.1. Equation 20. 4-1 was used to evaluate the soil Site Class (Table B-1 in Attachment B).
The result was verified via calculations by hand (Attachment B). We note that the maximum depth of the evaluated shear wave field data is 100.5 ft (30.6 m). Although this depth exceeds the parameter of 100ft (30.5 m) specified in ASCE Standard 7-05 by half a foot (0.1 m), any potential slight variation in average velocity due to these additional six inches are considered negligible for the purpose of this study. In addition, the soil Site Class was substantiated by calculating the average standard penetration resistance for cohesion less soil layers by entering the incremental N-values into a Microsoft Excel' spreadsheet and using a mathematical function in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.2.
Equation 20.4-3 was used to determine the soil Site Class (Tables B-2 and B-3 in Attachment B). N-values were as reported in the Records of Borehole G11-05 and G11-06 (Golder 2012b) that are reproduced in Attachment Bas Figures B-1 and B-2, respectively.
2.1 SITE SOIL CLASSIFICATION Soil Site Cia ss was determined in accordance with ASCE Standard 7-05, Chapter 20, Section 20.3 including Table 20.3-1 based on the average shear wave velocity of the up per 100ft (3 0 m) of the soil profile. The six soil Site Classes range from Site Class A to Site Class F. Average shear wave velocity (ils) in the upper 100.5 feet (30 m) wa s calculated in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.1, equation 20.4-1:
(equation 20.4-1) where v5 is the average shear wave velocity in ft/s ctJGolder Associates


12/22/2011 11:38:26.749          125.751                              7.112                            21.236 12/22/2011 11:38:26.999          126.001                              7.109                            21.227 12/22/2011 11:38:27.249          126.251                              7.104                            21.213
Richard Vann Bynum SHINE Medical Technologies 3
d; is the thickness (ft) of any layer between 0 and 100ft (0 and 100.5 ft for this study)
Vs; is the shear wave velocity in ft/s and.Li=1 d; is equal to 100ft (1 00.5 ft for this study) 113-81051 August 3, 2012 The soil Site Class was further substantiated by calculating the average standard penetration resistance for cohesionless soillaye rs in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.2, equation 20.4-3:
N
=~
ch L~ di t=lNi (equation 20.4-3) where Nch is the average standard penetration resistance for cohesionless soil layers in blows/ft
}.:~ 1 d; = d5 where d 5 is the total thickness (ft) of cohesion less soil layers in the top 100ft d; is the thickness (ft) of any layer between 0 and 100ft N; is the standard penetration resistance in blows/ft N-values from the upper 100 feet (30m) provided in the Records of Borehole G11-05 and G11-06 were evaluated to determine soil Site Class. Thes e boreholes are both located about 50ft from VSP-01 (Golder 2012b). Data and calculated average N-values are shown in Tables B-2 and B-3 of Attachment B, and are based on th e standard penetration resistance as directly measured in the field without corrections.
3.0 RESULTS The ifs for the soil profile measured in VSP-01 is 1,081 ft/s (330 m/s) based on a total of 34 layers over 100.5 feet (30.6 m) as shown in Table B-1 of Attachment B. This ifs value lies between 600 and 1,200 ft/s (183 and 366 m/s), indicating a soil Site Class D, stiff soil, based on ASCE Standard 7-05, Chapter 20, Section 20.3, Table 20.3-1. Calculations made by hand verify that the ifs for the soil profile measured in VSP-01 is also 1,081 ft/s (330 m/s) and are included in Attachment B. The average standard penetration resistances for cohesionless soil layers for boreholes G11-05 and G11-06 are 29.3 blows /ft (Table B-2) and 25.5 blows/ft (Table B-3), respectively, as also shown in Attachment B. These calculated values for the average standard penetration resistance for cohesionless soil layers are both betwee n 15 and 50 blows/ft that additionally indicate that the site soil is Site Class D, stiff soil, based on ASCE Standard 7-05, Chapter 20, Section 20.3, Table 20.3-1.
lA\\ Golder
\\2JIAssoaates


12/22/2011 11:38:27.499          126.501                              7.107                            21.221
Richard Vann Bynum SHINE Medical Technologies


12/22/2011 11:38:27.749          126.751                              7.107                            21.222
==4.0 REFERENCES==
4 113-81051 August 3, 2012 ASCE Standard 7-05. 2006. Minimum Design Loads for Buildings and Other Structures, Reston, VA:
American Society of Civil Engineers/Structural Engineering Institute 7-05, 388 pp.
Golder (Golder Associates Inc.). 2012a. Quality Assurance Program Description (QAPD), prepared for SHINE Medical Technologies, dated January 12. Duluth MN: Golder.
Golder (Golder Associates Inc.) 2012b. Preliminary Geotechnical Engineering Report, Janesville, Wisconsin, Golder Report 6, Project No. 113-81051, Rev 3, Golder Associates Inc., August 3, 2012.
IBC 2009 (International Building Code). 2009. International Code Council, Inc., International Building Code (IBC), USA, 676 pp.
5.0 APPENDICES ATTACHMENT A: Vertical Seismic Profiling Test Results ATTACHMENT B: Calculations of Soil Site Class for Proposed SHINE Medical Technologies Site


12/22/2011 11:38:27.999          127.001                              7.105                            21.217
ATTACHMENT A VERTICAL SEISMIC PROFILING TEST RESULTS


12/22/2011 11:38:28.249          127.251                              7.109                            21.227 12/22/2011 11:38:28.499          127.501                              7.109                            21.228 12/22/2011 11:38:28.749          127.751                              7.106                            21.220
.Golder Associates TECHNICAL MEMORANDUM DATE July 23, 2012 TO FROM cc PROJECT NO.
COMPANY ADDRESS GOLDER REPORT NO.
113-81051 SHINE Medical Technologies 8123 Forsythia St. Suite 140 Middleton, WI 53562 113-81051 GR3, Revision 3, 8/3/12 RE:
VERTICAL SEISMIC PROFILING TEST RESULTS ATTACHMENT A OF GOLDER REPORT GP1, REVISION 5, 8/3/12 (SITE SOIL CLASSIFICATION FOR SEISMIC DESIGN)
This technical memorandum presents the results of the vertical seismic profile (VSP) testing performed at the proposed SHINE Medical Technologies Proposed Medical isotope Production Facility Investigation site located at Rock County, Wisconsin. VSP testing was completed in VSP-01 on November 29, 2011. VSP-01 was cased with a PVC pipe and grouted in place. Adjacent borehole and water well logs, as well as soil laboratory tests, indicate that the subsurface soil consists of compact to very dense sand throughout the borehole.
Methodology For the VSP method, seismic energy is generated at the ground surface by an active seismic source and recorded by a geophone located in a nearby borehole at a known depth (Figure A-1 ). The active seismic source can be either compression or shear-wave. The tim e required for the energy to travel from the source to the receiver (geophone) provides a measurement of the average compression or shear-wave seismic velocity of the medium between the source and the receiver. Data obtaine d from different geophone depths are used to calculate ad etailed vertical sei smic velocity profile of the subsurface in the immediate vicinity of th e test borehole.
The high resolution results of a VSP surv ey are commonly used to classify the site soil conditions as part of many national building codes and engineering design standards.
Golder Associates ltd.
2390 Argentia Road. Mississauga, Ontario, Canada L5N 5Z7 Tel: +1 (905) 567 4444 Fax: +1 (905) 567 6561 www.golder.com Golder Associates: Operations In Africa, Asia, Australasia, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation.  
. )


12/22/2011 11:38:28.999          128.001                              7.107                            21.221
Richard Vann Bynum SHINE Medical Technologies Figure A-1: Layout and resulting time traces from a hypothetical VSP survey Field Work 113-81051 August 3, 2012 The field work was completed on November 29, 2011 by personnel from the Golder Mi ssissauga, Ontario and Duluth, Minnesota offices.
Both compression and shear wave seismic sources were used, and both sources were located in close vicinity to VSP-01. The seismi c source for the compression wave test consisted of a 12 pound (5.5 kil ogram) sledge hammer vertically impacted on a metal plate. The plate was located 4.8 feet from VSP-01. The seismic source for the shear-wave test consisted of the same 12 pound sledge hammer horizontally impacted on alternate ends of a wooden beam to induce polarized shear-waves. The wooden beam, 8 feet long by 6 inches square, was located 4.8 feet from the VSP-01, and coupled to the ground surface by parking a vehicl e on top of it. Test measurements started at 1.5 feet below the ground surface. Data we re recorded in the borehole with a 3-component receiver spaced sequentially at 3-foot intervals below the g round surface, and extended to the maximum depth of the casing in VSP-01 (1 03.5 feet).
The seismic records collected for each source location were stacked a minimum of 1 0 times to minimize the effects of ambient background seismic noise on the collected data. The data wa s sampled at 2. 08 x1 o-2 millisecond intervals. A total time window of 0.341 seconds was collected for each seismic shot record.
2/6
- Golder Associates


12/22/2011 11:38:29.248          128.250                              7.109                            21.227 12/22/2011 11:38:29.498          128.500                              7.108                            21.226 12/22/2011 11:38:29.748          128.750                              7.108                            21.224
Richard Vann Bynum SHINE Medical Technologies Data Processing Processing of the VSP test results consisted of the following main steps:
113-81051 August 3, 2012
: 1)
Combination of seismic records to present seismic traces for all depth intervals on a single plot for each seismic source and for each component
: 2)
Low Pass Filtering of data to remove spurious high frequency noise
: 3)
First break picking of the compression and shear-wave arrivals
: 4)
Calculation of the average compression and shear-wave velocity to each tested depth interval Processing of the VSP data was completed using the Seislmager/SW software package (Geometries Inc. -
Version 4.2.0.0 - January 24, 2011 ). The plots of the seismic records are presented in Figures A-2 and A-3.
These figures show the fi rst break picks of the compression wave and shear wave arrivals overlaid on the seismic waveform traces recorded at the different ge ophone depths. The arrivals were picked on the vertica I component for the compression source and on the two horizontal components for the shear source.
3/6
~-*
f!!JJ Golder
\\Z7i\\ssociates


12/22/2011 11:38:29.998          129.000                              7.106                            21.219 12/22/2011 11:38:30.248          129.250                              7.105                            21.216 12/22/2011 11:38:30.498          129.500                              7.109                            21.228
Richard Vann Bynum SHINE Medical Technologies Source= O.Oft T i me (ms)
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150 113-81051 August 3, 2012 Figure A-2: First break picks of compression wave arrivals (purple) along the seismic traces recorded at each receiver depth 4/6
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I?JJ_. Golder
\\2P Associates


12/22/2011 11:38:30.748          129.750                              7.108                            21.225
Richard Vann Bynum SHINE Medical Technologies g
Q) 0 c:
l1l -
(/)
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-10 0
10 20 30 40 50 60 70 80 90 100 10 30 50 Time (ms) 70 90 110 130 150 113-81051 August3, 2012 Figure A-3: First break picks of shear wave arrivals (red) along the seismic traces recorded at each receiver depth Results The VSP results from VSP-01 are summarized and listed in Table A-1. The shear wave and compression wave layer velocities were calculated in 3-foot intervals by best-fitting a theoretical travel time model to the field data collected. The depths presented on the tables are relative to the ground surface at the time of measurement.
The estimated dynamic engineering moduli, based on the calculated wave velocities, are also listed in Table A-1.
The engineering moduli were calculated using an estimated bulk density based on borehole logs from adjacent boreholes, but a detailed geotechnical investigation would be necessary to determine a more accurate density for each layer. A bulk density of 118.6 lbstte was estimated over the entire depth of the borehole. See the attached record of cased hole for additional information regarding borehole VSP-01 (Figure A-4).
5/6
~--
lfll __ Golder
\\Z7 Associates


12/22/2011 11:38:30.998          130.000                              7.106                            21.218
Richard Vann Bynum SHINE Medical Technologies Closure 113-81051 August 3, 2012 Golder trusts that these results meet your current needs. If you have any questions or require clarification of the information provided, please contact the undersigned at your convenience.
GOLDER ASSOCIATES L TO.
Attachments:
: 1.
Figure A-4-Record of Cased Hole VSP-01
: 2.
Table A-1-VSP Survey Results-Borehole VSP-01
\\\\dul1-s-fs1-vmlprojectslprojects\\20111113-81051 shinelseismicla1 - appendix a geophysical vsp survey (revised).docx 6/6


12/22/2011 11:38:31.248          130.250                              7.106                            21.219 12/22/2011 11:38:31.498          130.500                              7.109                            21.228 12/22/2011 11:38:31.748          130.750                              7.107                            21.221 12/22/2011 11:38:31.998          131.000                              7.111                            21.234






 
 
 


12/22/2011 11:38:32.248          131.250                              7.110                            21.232
  





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12/22/2011 11:38:32.498          131.500                              7.107                            21.222








12/22/2011 11:38:32.748          131.750                              7.610                            22.725

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12/22/2011 11:38:32.998          132.000                              7.483                            22.344 12/22/2011 11:38:33.248          132.250                              7.271                            21.712 12/22/2011 11:38:33.498          132.500                              7.236                            21.609



12/22/2011 11:38:33.748          132.750                              7.213                            21.538






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12/22/2011 11:38:33.998          133.000                              7.191                            21.473



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12/22/2011 11:38:34.499          133.501                              7.158                            21.375 12/22/2011 11:38:34.749          133.751                              7.144                            21.331 12/22/2011 11:38:34.999          134.001                              7.138                            21.315








12/22/2011 11:38:35.249          134.251                              7.131                            21.294

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12/22/2011 11:38:35.499          134.501                              7.125                            21.277
April 2012 TABLE A-1 VSP SURVEY RESULTS - BOREHOLE VSP-01 SHINE PROJECT JANESVILLE, WISCONSIN 113-81051 Top Bottom Compression Wave (ft/s)
Shear Wave (ft/s)
Poissons Ratio Shear Modulus (MPa)
Deformation Modulus (MPa)
Bulk Modulus (MPa) 0 1.5 886 459 118.6 0.32 37 98 89 1.5 4.5 1148 525 118.6 0.37 49 133 168 4.5 7.5 1640 820 118.6 0.33 119 317 317 7.5 10.5 1969 1050 118.6 0.30 195 506 425 10.5 13.5 2297 1181 118.6 0.32 246 650 603 13.5 16.5 2297 1083 118.6 0.36 207 562 655 16.5 19.5 2395 1050 118.6 0.38 195 537 753 19.5 22.5 2395 1050 118.6 0.38 195 537 753 22.5 25.5 1476 820 118.6 0.28 119 303 226 25.5 28.5 1739 1115 118.6 0.15 220 505 241 28.5 31.5 1739 1115 118.6 0.15 220 505 241 31.5 34.5 1804 1115 118.6 0.19 220 523 282 34.5 37.5 1969 1148 118.6 0.24 233 578 374 37.5 40.5 1969 1148 118.6 0.24 233 578 374 40.5 43.5 1969 1148 118.6 0.24 233 578 374 43.5 46.5 1969 1148 118.6 0.24 233 578 374 46.5 49.5 1969 1148 118.6 0.24 233 578 374 49.5 52.5 2067 1148 118.6 0.28 233 594 444 52.5 55.5 2297 1148 118.6 0.33 233 621 621 55.5 58.5 2461 1148 118.6 0.36 233 633 758 58.5 61.5 2461 1148 118.6 0.36 233 633 758 61.5 64.5 2461 1148 118.6 0.36 233 633 758 64.5 67.5 2461 1148 118.6 0.36 233 633 758 67.5 70.5 2362 1148 118.6 0.35 233 626 675 70.5 73.5 4265 1148 118.6 0.46 233 680 2900 73.5 76.5 4265 1148 118.6 0.46 233 680 2900 76.5 79.5 4921 1148 118.6 0.47 233 685 3964 79.5 82.5 5249 1148 118.6 0.47 233 686 4553 82.5 85.5 5249 1148 118.6 0.47 233 686 4553 85.5 88.5 5577 1148 118.6 0.48 233 688 5180 88.5 91.5 6234 1312 118.6 0.48 304 898 6453 91.5 94.5 6234 1476 118.6 0.47 385 1131 6345 94.5 97.5 6234 1804 118.6 0.45 575 1672 6092 97.5 100.5 6234 1804 118.6 0.45 575 1672 6092 100.5 103.5 6234 1804 118.6 0.45 575 1672 6092 Layer Depth (ft)
Dynamic Engineering Properties Estimated Bulk Density (lbs/ft3) 0.10 Average Wave Velocity Notes
: 1. Depth presented relative to ground surface.
: 2. This Table to be analyzed in conjunction with the accompanying report.
0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Travel Time (s)
Depth (ft)
Field Shear Model Shear Field Compression Model Compression Golder Associates


12/22/2011 11:38:35.749          134.751                              7.126                            21.278
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12/22/2011 11:38:35.999          135.001                              7.123                            21.270 12/22/2011 11:38:36.249          135.251                              7.125                            21.275 12/22/2011 11:38:36.499          135.501                              7.118                            21.255
Site Classification for Seismic oesign SHINE Proposed Medical Isotope Facility (after American Society of Civil Engineers [ASCE) Standard 7..()5 Chapter 20, Sections 20.3 and 20.4.1)
Shear Wave VelOCities ( Ps) From VSP.01 Site Class Determination of VSP.01 us1ng equation :.<U.4* or '-'napteuu, ::~ecuon :.<U.4. 1n A:>'-'t: ::~tanaara r-u:.:
Top Bottom Layer Depth Depth (ft) Thickness (It)
(It) 0 1.5 1.5 1.5 4.5 3
4.5 7.5 3
7.5 10.5 3
10.5 13.5 3
13.5 16.5 3
16.5 19.5 3
19.5 22.5 3
22.5 25.5 3
25.5 28.5 3
28.5 31.5 3
31.5 34.5 3
34.5 37.5 3
37.5 40.5 3
40.5 43.5 3
43.5 48.5 3
48.5 49.5 3
49.5 52.5 3
52.5 55.5 3
55.5 58.5 3
58.5 61.5 3
61.5 64.5 3
64.5 67.5 3
67.5 70.5 3
70.5 73.5 3
73.5 76.5 3
76.5 79.5 3
79.5 82.5 3
82.5 85.5 3
85.5 88.5 3
88.5 91.5 3
91.5 94.5 3
94.5 97.5 3
97.5 100.5 3
Vs (ftls) 459 525 820 1,050 1,181 1,083 1050 1050 820 1,115 1115 1,115 1148 1148 1148 1148 1148 1,148 1148 1148 1,148 1148 1148 1,148 1,148 1148 1,148 1148 1 148 1148 1,312 1476 1804 1804
...tlere I:f=t dt Vs = ---;;-ci;"
Lt=l Vst (equation 20.4-1)
Vs is the average shear wave velocity in ftls dt is the thickness of any layer between 0 and 100.5 ft V st is the shear wave velocity In ft/s I d1 is equal to 100.5 fl. or the sum of layer thicknesses Vs =
1,081 ft/s The soli Is Site Class D because the average shear wave velocity lies In the appropriate range listed below:
Simplified Site Classification teken from Table 20.3-1 of Chapter 20, Section 20.31n ASCE Stendard 7-05:
SHe Class A
>5000flls 8
2 500to 5 000 fils c
1.200 to 2,500 fils D
600 to 1,200 fils E
<600flls Table B-1


12/22/2011 11:38:36.749          135.751                              7.117                            21.251
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12/22/2011 11:38:36.999          136.001                              7.112                            21.237
Site Classification for Seismic Desian SHINE Proposed Medical Isotope Facility (after American Sociely of Civil Engin88fS (ASCE) Standard 7-05 Chapter 20, Sections 20.3 and 20.4.2)
N*Values Determined From Record of Borehole G11-05 Depth Layer N
(ft)
Th~r;ess (blowslft)
Oto 1 1
20 1102 1
20 2 to3 1
20 3104 1
20 4 to5 1
26 5 loS 1
26 6to7 1
26 7to8 1
26 8to9 1
26 91010 1
20 10to11 1
20 11 to12 1
20 t2to13 1
20 131014 1
19 141015 1
19 15to16 1
19 16to 17 1
19 171018 1
19 181019 1
30 19to 20 1
30 2010 21 1
30 21 to22 1
30 22 to 23 1
27 23 to 24 1
27 24 to 25 1
27 25to26 1
27 26 to 27 1
27 27 to 28 1
27 28 to 29 1
24 2910 30 1
24 3010 31 1
24 31 to 32 1
24 32 to 33 1
24 33 to 34 1
32 34 to 35 1
32 35 to 36 1
32 36 to 37 1
32 37 to 38 1
32 38 to 39 1
30 39 to 40 1
30 401041 1
30 41to42 1
30 42 to 43 1
30 431044 1
21 44 to 45 1
21 45 to 46 1
21 46 to 47 1
21 4710 46 1
24 48 to 49 1
24 49 to 50 1
24 50 to 51 1
24 51 to 52 1
24 52 to 53 1
24 53 to 54 1
24 54 to 55 1
24 55 to 56 1
46 56 to 57 1
46 57 to 58 1
46 58 to 59 1
46 59to60 1
46 60to61 1
46 61 to62 1
46 62 to 63 1
46 63to64 1
46 64 to 65 1
46 65to66 1
34 66 to 67 1
34 67 to 68 1
34 68to69 1
34 691070 1
34 70to71 1
34 71 to72 1
34 72 to 73 1
34 7310 74 1
34 74 to 75 1
34 75 to 76 1
24 76 to 77 1
24 77 to 78 1
24 78 to 79 1
24 79 to 80 1
24 80to81 1
24 81 to82 1
24 82to 83 1
24 83to84 1
24 84 to85 1
24 85 to86 1
100 86 to87 1
100 87 to88 1
100 88to 89 1
100 89to90 1
100 90to91 1
100 91 to92 1
100 92to93 1
100 93 to 94 1
100 94to95 1
100 95 to 96 1
43 96to97 1
43 97 to 98 1
43 981099 1
43 9910100 1
43 Silo Class Detonnlna11on of Borahote G11-05 Using equation 20.4-3 of Chapter 20, Section 20.4.2 in ASCE Standard 7..05:
(equation 20.4*3) where Nch is the average standard penetration resistance for cohesionless soil layers (blows/ft) t d, = ds where ds is the total thickness of coheslonless soil layers in the top 100ft (30m}
d, is the layer thictmess (ft)
Nl is the standard penetration resistance (btowslft)
N ch=
29.3 blows/It The soli Is Site Class 0 because the average standard pen-lon resistance lies in the appropriate range listed below:
Slmplfied Site Cfassifatlon taken from Table 20.3-1 of Chapter 20, Section 20.3 in ASCE Standard 7-05:
Site Class N,.
A NIA B
N/A c
>SO 0
15to50 E
< 15 (iilch lnbiOwslft)
Table B-2


12/22/2011 11:38:37.249          136.251                              7.119                            21.257
Site Classification for Seismic Deslan SHINE Proposed Medical Isotope Facility (after American Society of Civil Engineers [ASCE) Standard 7.05 Chapter 20, Sections 20.3 and 20.4.2)
N*Values Determined From Record of Borehole G11-06 Depth Layer N
Thickness (ft)
(ft)
(blows/It)
Oto1 1
6 1to2 1
6 2to3 1
21 3 to4 1
21 4to 5 1
40 5to6 1
40 6to 7 1
40 7to 8 1
40 8to9 1
23 9to 10 1
23 tOto 11 1
17 lito 12 1
17 12to 13 1
19 13to 14 1
19 14to 15 1
18 t5to 16 1
18 16to 17 1
22 17to 18 1
22 18to 19 1
17 19to20 1
17 20to 21 1
17 21 to22 1
17 22to 23 1
20 23to 24 1
20 24to 25 1
21 25to26 1
21 26to 27 1
17 27to 28 1
17 28to29 1
17 29to 30 1
17 30to 31 1
27 31to 32 1
27 32to 33 1
35 33to 34 1
35 34to 35 1
29 35to 36 1
29 36to 37 1
25 37to36 1
25 38to39 1
25 39to 40 1
25 40 to41 1
29 41to42 1
29 42to 43 1
31 43 to44 1
31 44to 45 1
31 45to46 1
31 46 to 47 1
31 47to 48 1
31 48to 49 1
26 49to50 1
26 50 to 51 1
26 51 to 52 1
26 52 to 53 1
26 53 to 54 1
26 54 to 55 1
26 55 to 56 1
26 56 to 57 1
26 57 to 56 1
26 58 to 59 1
26 59 to 60 1
26 60to61 1
26 61to62 1
26 62to 63 1
26 63to64 1
26 64to65 1
26 65to66 1
24 66to 67 1
24 67to 68 1
24 68to69 1
24 69to 70 1
24 70to 71 1
24 71 to 72 1
24 72to 73 1
24 73to 74 1
24 74to 75 1
24 75to 76 1
48 76 to 77 1
48 77to 78 1
48 78to 79 1
48 79to 80 1
48 80to81 1
48 81to82 1
48 82to 83 1
48 83to 84 1
48 84to85 1
48 85to86 1
78 86to87 1
78 87to 88 1
78 86to89 1
78 89to 90 1
78 90to91 1
78 91 to92 1
78 92to 93 1
78 93to94 1
78 94to95 1
78 95 to 96 1
28 96to 97 1
28 97to 98 1
28 98to99 1
28 99to 100 1
28 Stte Class Determination of Borehole G11-06 Using equation 20.4-3 of Chapter 20, Section 20.4.2 In ASCE Standard 7.05:
(equation 20.4-3)
-re Nch is the average standard penetratton resistance for cohesiontess soil layers (bfowslft) t ds = ds where ds is the total thk:kness of coheskmless soil layers in the top 100ft (30m) d, is the layer thicl<ness (ft)
Ni is the standard penetration resistance (blows/ft) lii ch=
25.5 blows/11 The soli Is Site Class D because the average standerd penetration resistance lies In the appropriate range llstad below:
Simplified Site Classification taken from TabS& 20.3-1 of Chapter 20, Section 20.3 in ASCE Standard 7..05:
Site Class N,,
A NIA B
NIA c
>so 0
15to50 e
< 15 Table B-3


12/22/2011 11:38:37.499          136.501                              7.118                            21.254


















 





 

 




12/22/2011 11:38:37.749          136.751                              7.109                            21.229 12/22/2011 11:38:37.999          137.001                              7.115                            21.246 12/22/2011 11:38:38.249          137.251                              7.114                            21.242








  





12/22/2011 11:38:38.499          137.501                              7.112                            21.236



















12/22/2011 11:38:38.749          137.751                              7.114                            21.243





12/22/2011 11:38:38.999          138.001                              7.110                            21.231



12/22/2011 11:38:39.249          138.251                              7.110                            21.231 12/22/2011 11:38:39.499          138.501                              7.112                            21.236 12/22/2011 11:38:39.748          138.750                              7.112                            21.237






12/22/2011 11:38:39.998          139.000                              7.109                            21.228






















12/22/2011 11:38:40.248          139.250                              7.109                            21.229
 


12/22/2011 11:38:40.498          139.500                              7.110                            21.230



 








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12/22/2011 11:38:41.498          140.500                              7.111                            21.234 12/22/2011 11:38:41.748          140.750                              7.106                            21.219 12/22/2011 11:38:41.998          141.000                              7.108                            21.225
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12/22/2011 11:38:42.248          141.250                              7.110                            21.230


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12/22/2011 11:38:42.498          141.500                              7.110                            21.231 12/22/2011 11:38:42.748          141.750                              7.107                            21.221 12/22/2011 11:38:42.998          142.000                              7.109                            21.228



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12/22/2011 11:38:43.498          142.500                              7.107                            21.221 12/22/2011 11:38:43.748          142.750                              7.109                            21.227 12/22/2011 11:38:43.998          143.000                              7.109                            21.228 12/22/2011 11:38:44.248          143.250                              7.108                            21.226 12/22/2011 11:38:44.498          143.500                              7.109                            21.229
































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12/22/2011 11:38:44.749          143.751                              7.112                            21.236

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12/22/2011 11:38:45.499          144.501                              7.107                            21.223 12/22/2011 11:38:45.749          144.751                              7.109                            21.227 12/22/2011 11:38:45.999          145.001                              7.108                            21.225
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12/22/2011 11:38:46.249          145.251                              7.106                            21.220


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D8=6 ?
99+?* 
&4   
+=3E094 934E:599+E*F4
  8*47@=*4<@+=3<93+4<+655


12/22/2011 11:38:46.499          145.501                              7.106                            21.218
 







 




 





*964?
4"', 
<"( - ""' (, #
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12/22/2011 11:38:46.749          145.751                              7.107                            21.223
0, '%A (,I%A)







33



12/22/2011 11:38:46.999          146.001                              7.107                            21.223 12/22/2011 11:38:47.249          146.251                              7.108                            21.226 12/22/2011 11:38:47.499          146.501                              7.107                            21.222
H G 


12/22/2011 11:38:47.749          146.751                              7.110                            21.230
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12/22/2011 11:38:47.999          147.001                              7.110                            21.232
"%,
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12/22/2011 11:38:48.249          147.251                              7.109                            21.229


>4<46689*?!
+46
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+46
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0

 



 











<434>689*?
69434>689*?
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39689*?@"!- &:8
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D8=6 ?
99+?* 
&4   
+=3E094 934E:599+E*F4
  8*47@=*4<@+=3<93+4<+655


12/22/2011 11:38:48.499          147.501                              7.108                            21.226 12/22/2011 11:38:48.749          147.751                              7.106                            21.220 12/22/2011 11:38:48.999          148.001                              7.107                            21.221









 

 

 

















 

 

 















 






 
  





12/22/2011 11:38:49.249          148.251                              7.108                            21.226









































12/22/2011 11:38:49.499          148.501                              7.111                            21.233 12/22/2011 11:38:49.749          148.751                              7.109                            21.228 12/22/2011 11:38:49.999          149.001                              7.109                            21.228






12/22/2011 11:38:50.249          149.251                              7.108                            21.224 12/22/2011 11:38:50.498          149.500                              7.108                            21.226 12/22/2011 11:38:50.748          149.750                              7.105                            21.217



12/22/2011 11:38:50.998          150.000                              7.106                            21.220



12/22/2011 11:38:51.248          150.250                              7.109                            21.228


































12/22/2011 11:38:51.498          150.500                              7.106                            21.218 12/22/2011 11:38:51.748          150.750                              7.104                            21.213 12/22/2011 11:38:51.998          151.000                              7.107                            21.223 12/22/2011 11:38:52.248          151.250                              7.105                            21.217



12/22/2011 11:38:52.498          151.500                              7.108                            21.225

 
 


12/22/2011 11:38:52.748          151.750                              7.104                            21.214


 
 



12/22/2011 11:38:52.998          152.000                              7.108                            21.224

 
 
 

 


12/22/2011 11:38:53.248          152.250                              7.103                            21.209 12/22/2011 11:38:53.498          152.500                              7.108                            21.224 12/22/2011 11:38:53.748          152.750                              7.110                            21.232
 


12/22/2011 11:38:53.998          153.000                              7.106                            21.220
 
 






 
 
 
 
  



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12/22/2011 11:38:54.248          153.250                              7.104                            21.214
"%,
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12/22/2011 11:38:54.498          153.500                              7.109                            21.229


>4<46689*?!
+46
./
+46
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0







12/22/2011 11:38:54.748          153.750                              7.108                            21.226 12/22/2011 11:38:54.998          154.000                              7.108                            21.226 12/22/2011 11:38:55.248          154.250                              7.108                            21.225



12/22/2011 11:38:55.499          154.501                              7.109                            21.227







<434>689*? 
69434>689*?
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D8=6 ?
99+?*   &4   
+=3E094 934E:599+E*F4
  8*47@=*4<@+=3<93+4<+655


12/22/2011 11:38:55.749          154.751                              7.118                            21.256
















 



 
 





12/22/2011 11:38:55.999          155.001                              7.109                            21.228



12/22/2011 11:38:56.249          155.251                              7.105                            21.216 12/22/2011 11:38:56.499          155.501                              7.108                            21.226 12/22/2011 11:38:56.749          155.751                              7.108                            21.224



12/22/2011 11:38:56.999          156.001                              7.106                            21.220



12/22/2011 11:38:57.249          156.251                              7.107                            21.221



12/22/2011 11:38:57.499          156.501                              7.108                            21.225




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12/22/2011 11:38:57.749          156.751                              7.110                            21.232
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12/22/2011 11:38:57.999          157.001                              7.108                            21.225 12/22/2011 11:38:58.249          157.251                              7.104                            21.213 12/22/2011 11:38:58.499          157.501                              7.108                            21.226


>4<46689*?!
+46
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0













 


<434>689*? 
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*964
:6434>43
< 8
+6=?<"%
D8=6 ?
99+?*   &4   
+=3E094 934E:599+E*F4
  8*47@=*4<@+=3<93+4<+655


12/22/2011 11:38:58.749          157.751                              7.106                            21.220
 

 

 





 




 
 





*964?
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12/22/2011 11:38:58.999          158.001                              7.108                            21.224
0, '%A (,I%A)


12/22/2011 11:38:59.249          158.251                              7.109                            21.228



12/22/2011 11:38:59.499          158.501                              7.108                            21.226 12/22/2011 11:38:59.749          158.751                              7.108                            21.225 12/22/2011 11:38:59.999          159.001                              7.104                            21.214


12/22/2011 11:39:00.249          159.251                              7.108                            21.226



12/22/2011 11:39:00.499          159.501                              7.105                            21.217




33



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12/22/2011 11:39:00.749          159.751                              7.106                            21.220
"%,
4*46689*486*4 039:5
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*=04
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12/22/2011 11:39:00.998          160.000                              7.104                            21.213 12/22/2011 11:39:01.248          160.250                              7.106                            21.218 12/22/2011 11:39:01.498          160.500                              7.107                            21.221


>4<46689*?!
+46
./
+46
./
;)
0

 



 











<434>689*? 
69434>689*?
+46 34?"
+8338*<9*669?6("!6!")
+8334?3+"""
+8338*<46 9+?
+8338*<+64?55
+8338<?4 
39<<4+?@!A(!A
 4B4+?BC("!A
+64?
5
5
9@46?,"% 6%," )!
9@46*=04?
 
39689*?@"!- &:8
384*6?,"%
*964
:6434>43
< 8
+6=?<"%
D8=6 ?
99+?*   &4   
+=3E094 934E:599+E*F4
  8*47@=*4<@+=3<93+4<+655


12/22/2011 11:39:01.748          160.750                              7.107                            21.222 12/22/2011 11:39:01.998          161.000                              7.108                            21.226 12/22/2011 11:39:02.248          161.250                              7.105                            21.215
Appendix E Field Hydrology Testing Results


12/22/2011 11:39:02.498          161.500                             7.111                            21.234
TROLL 500 DATA LOGGER INFORMATION FROM SLUG TESTS IN WELLS SM-GW1A, SM-GW2A, and SM-GW3A SM-GW1A Report Date: 1/10/2012 14:35:46 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe Application Version: 5.6.21.0 Log File Properties:
 
File Name: MW-1.wsl Create Date: 12/22/2011 11:40:42 Device Properties:
12/22/2011 11:39:02.748          161.750                              7.106                            21.218 12/22/2011 11:39:02.998          162.000                              7.108                            21.226 12/22/2011 11:39:03.248          162.250                              7.107                            21.221
Device: Level TROLL 700 Site: Shine Janesville Device Name:
 
Serial Number: 135443 Firmware Version: 2.07 Hardware Version: 3 Device Address: 1 Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)
12/22/2011 11:39:03.498          162.500                              7.108                            21.224
Used Memory(%): 100 Used Battery(%): 20 Log Configuration Log Name: MW-1 Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe Application Version: 5.6.21.0 Create Date: 12/22/2011 8:21:12 Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096 Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 0.094504 (ft)
 
Head Pressure: 0.282196 (kPa)
12/22/2011 11:39:03.748          162.750                              7.108                            21.224 12/22/2011 11:39:03.998          163.000                              7.104                            21.212 12/22/2011 11:39:04.248          163.250                              7.108                            21.224 12/22/2011 11:39:04.498          163.500                              7.106                            21.218 12/22/2011 11:39:04.748          163.750                              7.110                            21.232
Temperature: 20.1856 (C)
 
Log Notes:
12/22/2011 11:39:04.998          164.000                              7.109                            21.228
Date and Time Note 12/22/2011 8:21:18 Sensor SN: 135443 Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 8:21:18 Used Battery: 20% Used Memory: 92% User Name: SHeuer 12/22/2011 11:13:22 User Note: "MW-1 in 1" 12/22/2011 11:17:05 User Note: "MW-1 out 1" 12/22/2011 11:19:04 User Note: "MW-1 in 2" 12/22/2011 11:36:20 Manual Start Command 12/22/2011 11:39:58 Used Battery: 20% Used Memory: 92% User Name: SHeuer 12/22/2011 11:39:59 Manual Stop Command Log Data:
 
Record Count: 875 Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)
12/22/2011 11:39:05.248          164.250                              7.107                            21.223
Time Zone: Pacific Standard Time
 
12/22/2011 11:39:05.498          164.500                              7.105                            21.216
 
12/22/2011 11:39:05.748          164.750                              7.106                            21.219 12/22/2011 11:39:05.999          165.001                              7.107                            21.222 12/22/2011 11:39:06.249          165.251                              7.109                            21.228
 
12/22/2011 11:39:06.499          165.501                              7.107                            21.223
 
12/22/2011 11:39:06.749          165.751                              7.105                            21.216
 
12/22/2011 11:39:06.999          166.001                              7.110                            21.232
 
12/22/2011 11:39:07.249          166.251                              7.107                            21.223 12/22/2011 11:39:07.499          166.501                              7.108                            21.226 12/22/2011 11:39:07.749          166.751                              7.107                            21.223
 
12/22/2011 11:39:07.999          167.001                              7.109                            21.228
 
12/22/2011 11:39:08.249          167.251                              7.108                            21.225
 
12/22/2011 11:39:08.499          167.501                              7.107                            21.222
 
12/22/2011 11:39:08.749          167.751                              7.106                            21.219 12/22/2011 11:39:08.999          168.001                              7.108                            21.224 12/22/2011 11:39:09.249          168.251                              7.109                            21.229
 
12/22/2011 11:39:09.499          168.501                              7.107                            21.222
 
12/22/2011 11:39:09.749          168.751                              7.108                            21.224 12/22/2011 11:39:09.999          169.001                              7.105                            21.216 12/22/2011 11:39:10.249          169.251                              7.110                            21.232
 
12/22/2011 11:39:10.499          169.501                              7.107                            21.222 12/22/2011 11:39:10.749          169.751                              7.109                            21.229 12/22/2011 11:39:10.999          170.001                              7.109                            21.229
 
12/22/2011 11:39:11.249          170.251                              7.107                            21.223
 
12/22/2011 11:39:11.499          170.501                              7.107                            21.222
 
12/22/2011 11:39:11.748          170.750                              7.106                            21.220 12/22/2011 11:39:11.998          171.000                              7.109                            21.228 12/22/2011 11:39:12.248          171.250                             7.105                            21.217 12/22/2011 11:39:12.498          171.500                              7.108                            21.224
 
12/22/2011 11:39:12.748          171.750                              7.108                            21.225
 
12/22/2011 11:39:12.998          172.000                              7.105                            21.217
 
12/22/2011 11:39:13.248          172.250                              7.107                            21.222
 
12/22/2011 11:39:13.498          172.500                              7.106                            21.219 12/22/2011 11:39:13.748          172.750                              7.109                            21.227 12/22/2011 11:39:13.998          173.000                              7.107                            21.222
 
12/22/2011 11:39:14.248          173.250                              7.106                            21.220
 
12/22/2011 11:39:14.498          173.500                              7.105                            21.217
 
12/22/2011 11:39:14.748          173.750                              7.108                            21.224
 
12/22/2011 11:39:14.998          174.000                              7.108                            21.225 12/22/2011 11:39:15.248          174.250                              7.104                            21.212 12/22/2011 11:39:15.498          174.500                              7.106                            21.220
 
12/22/2011 11:39:15.748          174.750                              7.106                            21.218
 
12/22/2011 11:39:15.998          175.000                              7.105                            21.215
 
12/22/2011 11:39:16.248          175.250                              7.107                            21.221
 
12/22/2011 11:39:16.498          175.500                              7.107                            21.222 12/22/2011 11:39:16.749          175.751                              7.105                            21.217 12/22/2011 11:39:16.999          176.001                              7.121                            21.264
 
12/22/2011 11:39:17.249          176.251                              7.108                            21.225
 
12/22/2011 11:39:17.499          176.501                              7.108                            21.225
 
12/22/2011 11:39:17.749          176.751                              7.108                            21.225
 
12/22/2011 11:39:17.999          177.001                              7.109                            21.229
 
12/22/2011 11:39:18.249          177.251                              7.110                            21.231 12/22/2011 11:39:18.499          177.501                              7.108                            21.224 12/22/2011 11:39:18.749          177.751                              7.109                            21.227
 
12/22/2011 11:39:18.999          178.001                              7.107                            21.222
 
12/22/2011 11:39:19.249          178.251                              7.109                            21.227
 
12/22/2011 11:39:19.499          178.501                              7.106                            21.220
 
12/22/2011 11:39:19.749          178.751                              7.109                            21.227 12/22/2011 11:39:19.999          179.001                              7.106                            21.218 12/22/2011 11:39:20.249          179.251                              7.100                            21.202
 
12/22/2011 11:39:20.499          179.501                              7.105                            21.215
 
12/22/2011 11:39:20.749          179.751                              7.104                            21.214
 
12/22/2011 11:39:20.999          180.001                              7.103                            21.210
 
12/22/2011 11:39:21.249          180.251                              7.107                            21.222 12/22/2011 11:39:21.499          180.501                              7.107                            21.223 12/22/2011 11:39:21.749          180.751                              7.106                            21.219
 
12/22/2011 11:39:21.999          181.001                              7.103                            21.210 12/22/2011 11:39:22.248          181.250                              7.108                            21.225 12/22/2011 11:39:22.498          181.500                              7.109                            21.229
 
12/22/2011 11:39:22.748          181.750                              7.107                            21.221
 
12/22/2011 11:39:22.998          182.000                              7.105                            21.217 12/22/2011 11:39:23.248          182.250                              7.108                            21.224 12/22/2011 11:39:23.498          182.500                              7.106                            21.218
 
12/22/2011 11:39:23.748          182.750                              7.106                            21.218
 
12/22/2011 11:39:23.998          183.000                              7.105                            21.217 12/22/2011 11:39:24.248          183.250                              7.104                            21.212 12/22/2011 11:39:24.498          183.500                              7.105                            21.217 12/22/2011 11:39:24.748          183.750                              7.102                            21.208 12/22/2011 11:39:24.998          184.000                              7.105                            21.217
 
12/22/2011 11:39:25.248          184.250                              7.101                            21.204
 
12/22/2011 11:39:25.498          184.500                              7.103                            21.210
 
12/22/2011 11:39:25.748          184.750                              7.104                            21.213
 
12/22/2011 11:39:25.998          185.000                              7.105                            21.216 12/22/2011 11:39:26.248          185.250                              7.104                            21.213 12/22/2011 11:39:26.498          185.500                              7.105                            21.216
 
12/22/2011 11:39:26.748          185.750                              7.107                            21.221
 
12/22/2011 11:39:26.998          186.000                              7.104                            21.214
 
12/22/2011 11:39:27.249          186.251                              7.106                            21.220
 
12/22/2011 11:39:27.499          186.501                              7.106                            21.220 12/22/2011 11:39:27.749          186.751                              7.106                            21.219 12/22/2011 11:39:27.999          187.001                              7.107                            21.223
 
12/22/2011 11:39:28.249          187.251                              7.106                            21.219
 
12/22/2011 11:39:28.499          187.501                              7.106                            21.218
 
12/22/2011 11:39:28.749          187.751                              7.105                            21.215
 
12/22/2011 11:39:28.999          188.001                              7.105                            21.217 12/22/2011 11:39:29.249          188.251                              7.104                            21.212 12/22/2011 11:39:29.499          188.501                              7.104                            21.213
 
12/22/2011 11:39:29.749          188.751                              7.105                            21.215
 
12/22/2011 11:39:29.999          189.001                              7.104                            21.212 12/22/2011 11:39:30.249          189.251                              7.102                            21.209 12/22/2011 11:39:30.499          189.501                              7.102                            21.208
 
12/22/2011 11:39:30.749          189.751                              7.102                            21.206 12/22/2011 11:39:30.999          190.001                              7.105                            21.215 12/22/2011 11:39:31.249          190.251                              7.104                            21.212
 
12/22/2011 11:39:31.499          190.501                              7.106                            21.219
 
12/22/2011 11:39:31.749          190.751                              7.104                            21.213
 
12/22/2011 11:39:31.999          191.001                              7.107                            21.221 12/22/2011 11:39:32.249          191.251                              7.106                            21.218 12/22/2011 11:39:32.499          191.501                              7.105                            21.215 12/22/2011 11:39:32.749          191.751                              7.104                            21.212
 
12/22/2011 11:39:32.998          192.000                              7.101                            21.205
 
12/22/2011 11:39:33.248          192.250                              7.102                            21.207
 
12/22/2011 11:39:33.498          192.500                              7.104                            21.213
 
12/22/2011 11:39:33.748          192.750                              7.105                            21.217 12/22/2011 11:39:33.998          193.000                              7.104                            21.212 12/22/2011 11:39:34.248          193.250                              7.105                            21.217
 
12/22/2011 11:39:34.498          193.500                              7.106                            21.220
 
12/22/2011 11:39:34.748          193.750                              7.106                            21.218
 
12/22/2011 11:39:34.998          194.000                              7.105                            21.217
 
12/22/2011 11:39:35.248          194.250                              7.102                            21.206 12/22/2011 11:39:35.498          194.500                              7.104                            21.212 12/22/2011 11:39:35.748          194.750                              7.102                            21.207
 
12/22/2011 11:39:35.998          195.000                              6.962                            20.789
 
12/22/2011 11:39:36.248          195.250                              6.918                            20.658
 
12/22/2011 11:39:36.498          195.500                              6.891                            20.577
 
12/22/2011 11:39:36.748          195.750                              6.947                            20.746 12/22/2011 11:39:36.998          196.000                              7.014                            20.946 12/22/2011 11:39:37.248          196.250                              7.172                            21.416


12/22/2011 11:39:37.498           196.500                             7.047                            21.043
Sensor: Pres(G) 69ft Sensor: Pres(G) 69ft Elapsed Time SN#: 135443 SN#: 135443 Date and Time Seconds Depth (ft) Pressure (kPa) 12/22/2011 11:36:20.998 0.000 7.114 21.244 12/22/2011 11:36:21.248 0.250 7.113 21.241 12/22/2011 11:36:21.498 0.500 7.117 21.252 12/22/2011 11:36:21.748 0.750 7.116 21.249 12/22/2011 11:36:21.998 1.000 7.116 21.249 12/22/2011 11:36:22.248 1.250 7.116 21.248 12/22/2011 11:36:22.498 1.500 7.113 21.239 12/22/2011 11:36:22.748 1.750 7.116 21.250 12/22/2011 11:36:22.998 2.000 7.113 21.239 12/22/2011 11:36:23.248 2.250 7.113 21.241 12/22/2011 11:36:23.498 2.500 7.113 21.239 12/22/2011 11:36:23.748 2.750 7.114 21.243 12/22/2011 11:36:23.998 3.000 7.481 22.340 12/22/2011 11:36:24.248 3.250 7.540 22.515 12/22/2011 11:36:24.498 3.500 7.285 21.753 12/22/2011 11:36:24.748 3.750 7.233 21.598 12/22/2011 11:36:24.998 4.000 7.207 21.522 12/22/2011 11:36:25.248 4.250 7.191 21.471 12/22/2011 11:36:25.498 4.500 7.173 21.419 12/22/2011 11:36:25.748 4.750 7.164 21.392 12/22/2011 11:36:26.108 5.110 7.135 21.305 12/22/2011 11:36:26.328 5.330 7.140 21.322 12/22/2011 11:36:26.551 5.553 7.146 21.339 12/22/2011 11:36:26.783 5.785 7.141 21.324 12/22/2011 11:36:27.002 6.004 7.121 21.263 12/22/2011 11:36:27.248 6.250 7.123 21.270 12/22/2011 11:36:27.498 6.500 7.127 21.282 12/22/2011 11:36:27.748 6.750 7.127 21.282 12/22/2011 11:36:27.998 7.000 7.125 21.275 12/22/2011 11:36:28.248 7.250 7.121 21.263 12/22/2011 11:36:28.498 7.500 7.127 21.281 12/22/2011 11:36:28.748 7.750 7.121 21.264 12/22/2011 11:36:28.998 8.000 7.119 21.257 12/22/2011 11:36:29.248 8.250 7.121 21.264 12/22/2011 11:36:29.498 8.500 7.116 21.250 12/22/2011 11:36:29.748 8.750 7.120 21.262 12/22/2011 11:36:29.998 9.000 7.122 21.267 12/22/2011 11:36:30.248 9.250 7.118 21.256 12/22/2011 11:36:30.498 9.500 7.120 21.260 12/22/2011 11:36:30.748 9.750 7.117 21.253 12/22/2011 11:36:30.998 10.000 7.116 21.249 12/22/2011 11:36:31.248 10.250 7.116 21.249 12/22/2011 11:36:31.498 10.500 7.113 21.240 12/22/2011 11:36:31.748 10.750 7.117 21.250 12/22/2011 11:36:31.998 11.000 7.114 21.243 12/22/2011 11:36:32.248 11.250 7.112 21.237 12/22/2011 11:36:32.498 11.500 7.113 21.241 12/22/2011 11:36:32.748 11.750 7.110 21.232 12/22/2011 11:36:32.998 12.000 7.111 21.235 12/22/2011 11:36:33.248 12.250 7.108 21.226 12/22/2011 11:36:33.498 12.500 7.113 21.241 12/22/2011 11:36:33.748 12.750 7.112 21.237 12/22/2011 11:36:33.998 13.000 7.110 21.232 12/22/2011 11:36:34.248 13.250 7.111 21.235 12/22/2011 11:36:34.498 13.500 7.109 21.228 12/22/2011 11:36:34.748 13.750 7.110 21.231 12/22/2011 11:36:34.998 14.000 7.114 21.242 12/22/2011 11:36:35.248 14.250 7.114 21.242 12/22/2011 11:36:35.498 14.500 7.113 21.239 12/22/2011 11:36:35.748 14.750 7.109 21.229 12/22/2011 11:36:35.998 15.000 7.110 21.232 12/22/2011 11:36:36.248 15.250 7.108 21.226 12/22/2011 11:36:36.498 15.500 7.112 21.238 12/22/2011 11:36:36.749 15.751 7.114 21.242 12/22/2011 11:36:36.999 16.001 7.110 21.232 12/22/2011 11:36:37.249 16.251 7.108 21.224 12/22/2011 11:36:37.499 16.501 7.107 21.221 12/22/2011 11:36:37.749 16.751 7.108 21.225 12/22/2011 11:36:37.999 17.001 7.107 21.221 12/22/2011 11:36:38.249 17.251 7.112 21.237 12/22/2011 11:36:38.499 17.501 7.111 21.233 12/22/2011 11:36:38.749 17.751 7.112 21.236 12/22/2011 11:36:38.999 18.001 7.114 21.243 12/22/2011 11:36:39.249 18.251 7.113 21.238 12/22/2011 11:36:39.499 18.501 7.109 21.228 12/22/2011 11:36:39.749 18.751 7.110 21.230 12/22/2011 11:36:39.999 19.001 7.109 21.227


12/22/2011 11:39:37.748          196.750                              6.857                            20.474
12/22/2011 11:36:40.249 19.251 7.110 21.231 12/22/2011 11:36:40.499 19.501 7.110 21.230 12/22/2011 11:36:40.749 19.751 7.110 21.231 12/22/2011 11:36:40.999 20.001 7.109 21.229 12/22/2011 11:36:41.249 20.251 7.113 21.239 12/22/2011 11:36:41.499 20.501 7.108 21.226 12/22/2011 11:36:41.749 20.751 7.107 21.222 12/22/2011 11:36:41.999 21.001 7.109 21.228 12/22/2011 11:36:42.248 21.250 7.107 21.222 12/22/2011 11:36:42.498 21.500 7.109 21.227 12/22/2011 11:36:42.748 21.750 7.110 21.230 12/22/2011 11:36:42.998 22.000 7.110 21.232 12/22/2011 11:36:43.248 22.250 7.111 21.234 12/22/2011 11:36:43.498 22.500 7.111 21.235 12/22/2011 11:36:43.748 22.750 7.108 21.226 12/22/2011 11:36:43.998 23.000 7.110 21.231 12/22/2011 11:36:44.248 23.250 7.109 21.227 12/22/2011 11:36:44.498 23.500 7.115 21.246 12/22/2011 11:36:44.748 23.750 7.106 21.220 12/22/2011 11:36:44.998 24.000 7.112 21.236 12/22/2011 11:36:45.248 24.250 7.109 21.229 12/22/2011 11:36:45.498 24.500 7.110 21.230 12/22/2011 11:36:45.748 24.750 7.110 21.232 12/22/2011 11:36:45.998 25.000 7.110 21.232 12/22/2011 11:36:46.248 25.250 7.111 21.235 12/22/2011 11:36:46.498 25.500 7.112 21.238 12/22/2011 11:36:46.748 25.750 7.110 21.230 12/22/2011 11:36:46.998 26.000 7.112 21.236 12/22/2011 11:36:47.248 26.250 7.110 21.230 12/22/2011 11:36:47.499 26.501 7.112 21.238 12/22/2011 11:36:47.749 26.751 7.109 21.229 12/22/2011 11:36:47.999 27.001 7.108 21.226 12/22/2011 11:36:48.249 27.251 7.110 21.231 12/22/2011 11:36:48.499 27.501 7.110 21.230 12/22/2011 11:36:48.749 27.751 7.109 21.229 12/22/2011 11:36:48.999 28.001 7.110 21.230 12/22/2011 11:36:49.249 28.251 7.110 21.230 12/22/2011 11:36:49.499 28.501 7.113 21.239 12/22/2011 11:36:49.749 28.751 7.110 21.232 12/22/2011 11:36:49.999 29.001 7.111 21.235 12/22/2011 11:36:50.249 29.251 7.113 21.239 12/22/2011 11:36:50.499 29.501 7.111 21.233 12/22/2011 11:36:50.749 29.751 7.111 21.233 12/22/2011 11:36:50.999 30.001 7.114 21.243 12/22/2011 11:36:51.249 30.251 7.113 21.240 12/22/2011 11:36:51.499 30.501 7.110 21.231 12/22/2011 11:36:51.749 30.751 7.111 21.234 12/22/2011 11:36:51.999 31.001 7.108 21.224 12/22/2011 11:36:52.249 31.251 7.111 21.233 12/22/2011 11:36:52.499 31.501 7.111 21.233 12/22/2011 11:36:52.749 31.751 7.111 21.233 12/22/2011 11:36:52.998 32.000 7.109 21.229 12/22/2011 11:36:53.248 32.250 7.108 21.226 12/22/2011 11:36:53.498 32.500 7.110 21.231 12/22/2011 11:36:53.748 32.750 7.109 21.229 12/22/2011 11:36:53.998 33.000 7.110 21.232 12/22/2011 11:36:54.248 33.250 7.111 21.234 12/22/2011 11:36:54.498 33.500 7.112 21.237 12/22/2011 11:36:54.748 33.750 7.112 21.236 12/22/2011 11:36:54.998 34.000 7.107 21.223 12/22/2011 11:36:55.248 34.250 7.110 21.231 12/22/2011 11:36:55.498 34.500 7.107 21.223 12/22/2011 11:36:55.748 34.750 7.110 21.231 12/22/2011 11:36:55.998 35.000 7.109 21.228 12/22/2011 11:36:56.248 35.250 7.110 21.230 12/22/2011 11:36:56.498 35.500 7.109 21.228 12/22/2011 11:36:56.748 35.750 7.107 21.223 12/22/2011 11:36:56.998 36.000 7.109 21.228 12/22/2011 11:36:57.248 36.250 7.109 21.227 12/22/2011 11:36:57.498 36.500 7.108 21.224 12/22/2011 11:36:57.748 36.750 7.111 21.234 12/22/2011 11:36:57.999 37.001 7.111 21.234 12/22/2011 11:36:58.249 37.251 7.111 21.233 12/22/2011 11:36:58.499 37.501 7.112 21.237 12/22/2011 11:36:58.749 37.751 7.111 21.235 12/22/2011 11:36:58.999 38.001 7.110 21.231 12/22/2011 11:36:59.249 38.251 7.110 21.232 12/22/2011 11:36:59.499 38.501 7.108 21.225 12/22/2011 11:36:59.749 38.751 7.112 21.238 12/22/2011 11:36:59.999 39.001 7.111 21.235 12/22/2011 11:37:00.249 39.251 7.111 21.234


12/22/2011 11:39:37.999           197.001                             6.899                            20.602
12/22/2011 11:37:00.499 39.501 7.113 21.240 12/22/2011 11:37:00.749 39.751 7.116 21.249 12/22/2011 11:37:00.999 40.001 7.110 21.230 12/22/2011 11:37:01.249 40.251 7.114 21.242 12/22/2011 11:37:01.499 40.501 7.111 21.235 12/22/2011 11:37:01.749 40.751 7.111 21.233 12/22/2011 11:37:01.999 41.001 7.110 21.231 12/22/2011 11:37:02.249 41.251 7.114 21.242 12/22/2011 11:37:02.499 41.501 7.112 21.236 12/22/2011 11:37:02.749 41.751 7.115 21.245 12/22/2011 11:37:02.999 42.001 7.112 21.236 12/22/2011 11:37:03.249 42.251 7.109 21.228 12/22/2011 11:37:03.498 42.500 7.112 21.236 12/22/2011 11:37:03.748 42.750 7.110 21.230 12/22/2011 11:37:03.998 43.000 7.111 21.234 12/22/2011 11:37:04.248 43.250 7.112 21.237 12/22/2011 11:37:04.498 43.500 7.110 21.232 12/22/2011 11:37:04.748 43.750 7.108 21.226 12/22/2011 11:37:04.998 44.000 7.109 21.229 12/22/2011 11:37:05.248 44.250 7.109 21.229 12/22/2011 11:37:05.498 44.500 7.111 21.235 12/22/2011 11:37:05.748 44.750 7.110 21.232 12/22/2011 11:37:05.998 45.000 7.108 21.224 12/22/2011 11:37:06.248 45.250 7.109 21.227 12/22/2011 11:37:06.498 45.500 7.111 21.235 12/22/2011 11:37:06.748 45.750 7.110 21.231 12/22/2011 11:37:06.998 46.000 7.110 21.232 12/22/2011 11:37:07.248 46.250 7.109 21.227 12/22/2011 11:37:07.498 46.500 7.109 21.228 12/22/2011 11:37:07.748 46.750 7.108 21.226 12/22/2011 11:37:07.998 47.000 7.111 21.234 12/22/2011 11:37:08.248 47.250 7.109 21.228 12/22/2011 11:37:08.498 47.500 7.107 21.223 12/22/2011 11:37:08.749 47.751 7.110 21.230 12/22/2011 11:37:08.999 48.001 7.112 21.238 12/22/2011 11:37:09.249 48.251 7.109 21.227 12/22/2011 11:37:09.499 48.501 7.109 21.229 12/22/2011 11:37:09.749 48.751 7.107 21.221 12/22/2011 11:37:09.999 49.001 7.110 21.232 12/22/2011 11:37:10.249 49.251 7.108 21.226 12/22/2011 11:37:10.499 49.501 7.110 21.230 12/22/2011 11:37:10.749 49.751 7.108 21.225 12/22/2011 11:37:10.999 50.001 7.109 21.229 12/22/2011 11:37:11.249 50.251 7.107 21.223 12/22/2011 11:37:11.499 50.501 7.108 21.226 12/22/2011 11:37:11.749 50.751 7.108 21.226 12/22/2011 11:37:11.999 51.001 7.108 21.225 12/22/2011 11:37:12.249 51.251 7.110 21.232 12/22/2011 11:37:12.499 51.501 7.110 21.230 12/22/2011 11:37:12.749 51.751 7.110 21.230 12/22/2011 11:37:12.999 52.001 7.108 21.225 12/22/2011 11:37:13.249 52.251 7.110 21.232 12/22/2011 11:37:13.499 52.501 7.108 21.225 12/22/2011 11:37:13.749 52.751 7.110 21.230 12/22/2011 11:37:13.999 53.001 7.110 21.232 12/22/2011 11:37:14.248 53.250 7.104 21.214 12/22/2011 11:37:14.498 53.500 7.108 21.226 12/22/2011 11:37:14.748 53.750 7.107 21.223 12/22/2011 11:37:14.998 54.000 7.109 21.227 12/22/2011 11:37:15.248 54.250 7.108 21.224 12/22/2011 11:37:15.498 54.500 7.109 21.229 12/22/2011 11:37:15.748 54.750 7.108 21.225 12/22/2011 11:37:15.998 55.000 7.108 21.226 12/22/2011 11:37:16.248 55.250 7.108 21.226 12/22/2011 11:37:16.498 55.500 7.109 21.227 12/22/2011 11:37:16.748 55.750 7.107 21.223 12/22/2011 11:37:16.998 56.000 7.110 21.231 12/22/2011 11:37:17.248 56.250 7.110 21.230 12/22/2011 11:37:17.498 56.500 7.111 21.233 12/22/2011 11:37:17.748 56.750 7.106 21.219 12/22/2011 11:37:17.998 57.000 7.108 21.225 12/22/2011 11:37:18.248 57.250 7.110 21.232 12/22/2011 11:37:18.498 57.500 7.110 21.232 12/22/2011 11:37:18.748 57.750 7.109 21.229 12/22/2011 11:37:18.998 58.000 7.108 21.226 12/22/2011 11:37:19.249 58.251 6.922 20.668 12/22/2011 11:37:19.499 58.501 6.952 20.759 12/22/2011 11:37:19.749 58.751 7.056 21.069 12/22/2011 11:37:19.999 59.001 7.096 21.190 12/22/2011 11:37:20.249 59.251 7.024 20.973 12/22/2011 11:37:20.499 59.501 7.114 21.243


12/22/2011 11:39:38.249           197.251                             6.970                            20.813
12/22/2011 11:37:20.749 59.751 6.992 20.878 12/22/2011 11:37:20.999 60.001 6.866 20.501 12/22/2011 11:37:21.249 60.251 6.912 20.640 12/22/2011 11:37:21.499 60.501 6.967 20.803 12/22/2011 11:37:21.749 60.751 7.007 20.924 12/22/2011 11:37:21.999 61.001 7.033 21.000 12/22/2011 11:37:22.249 61.251 7.048 21.047 12/22/2011 11:37:22.499 61.501 7.063 21.090 12/22/2011 11:37:22.749 61.751 7.068 21.105 12/22/2011 11:37:22.999 62.001 7.077 21.133 12/22/2011 11:37:23.249 62.251 7.084 21.153 12/22/2011 11:37:23.499 62.501 7.083 21.151 12/22/2011 11:37:23.749 62.751 7.089 21.169 12/22/2011 11:37:23.999 63.001 7.094 21.183 12/22/2011 11:37:24.249 63.251 7.097 21.191 12/22/2011 11:37:24.499 63.501 7.100 21.200 12/22/2011 11:37:24.748 63.750 7.099 21.197 12/22/2011 11:37:24.998 64.000 7.099 21.198 12/22/2011 11:37:25.248 64.250 7.100 21.202 12/22/2011 11:37:25.498 64.500 7.101 21.203 12/22/2011 11:37:25.748 64.750 7.100 21.201 12/22/2011 11:37:25.998 65.000 7.102 21.208 12/22/2011 11:37:26.248 65.250 7.103 21.210 12/22/2011 11:37:26.498 65.500 7.105 21.215 12/22/2011 11:37:26.748 65.750 7.103 21.210 12/22/2011 11:37:26.998 66.000 7.103 21.209 12/22/2011 11:37:27.248 66.250 7.103 21.211 12/22/2011 11:37:27.498 66.500 7.104 21.213 12/22/2011 11:37:27.748 66.750 7.105 21.217 12/22/2011 11:37:27.998 67.000 7.104 21.214 12/22/2011 11:37:28.248 67.250 7.103 21.211 12/22/2011 11:37:28.498 67.500 7.104 21.213 12/22/2011 11:37:28.748 67.750 7.105 21.215 12/22/2011 11:37:28.998 68.000 7.104 21.214 12/22/2011 11:37:29.248 68.250 7.106 21.218 12/22/2011 11:37:29.498 68.500 7.106 21.218 12/22/2011 11:37:29.749 68.751 7.105 21.216 12/22/2011 11:37:29.998 69.000 7.107 21.223 12/22/2011 11:37:30.248 69.250 7.106 21.219 12/22/2011 11:37:30.498 69.500 7.107 21.221 12/22/2011 11:37:30.748 69.750 7.106 21.219 12/22/2011 11:37:30.998 70.000 7.107 21.223 12/22/2011 11:37:31.248 70.250 7.106 21.219 12/22/2011 11:37:31.498 70.500 7.106 21.219 12/22/2011 11:37:31.748 70.750 7.107 21.223 12/22/2011 11:37:31.998 71.000 7.108 21.224 12/22/2011 11:37:32.248 71.250 7.107 21.221 12/22/2011 11:37:32.498 71.500 7.106 21.220 12/22/2011 11:37:32.748 71.750 7.104 21.213 12/22/2011 11:37:32.998 72.000 7.105 21.216 12/22/2011 11:37:33.248 72.250 7.105 21.215 12/22/2011 11:37:33.498 72.500 7.106 21.218 12/22/2011 11:37:33.748 72.750 7.104 21.214 12/22/2011 11:37:33.998 73.000 7.104 21.214 12/22/2011 11:37:34.248 73.250 7.107 21.223 12/22/2011 11:37:34.498 73.500 7.105 21.217 12/22/2011 11:37:34.748 73.750 7.107 21.222 12/22/2011 11:37:34.998 74.000 7.107 21.222 12/22/2011 11:37:35.248 74.250 7.107 21.221 12/22/2011 11:37:35.498 74.500 7.108 21.224 12/22/2011 11:37:35.748 74.750 7.105 21.216 12/22/2011 11:37:35.998 75.000 7.107 21.221 12/22/2011 11:37:36.248 75.250 7.107 21.223 12/22/2011 11:37:36.498 75.500 7.105 21.217 12/22/2011 11:37:36.748 75.750 7.107 21.222 12/22/2011 11:37:36.998 76.000 7.106 21.220 12/22/2011 11:37:37.248 76.250 7.106 21.218 12/22/2011 11:37:37.498 76.500 7.105 21.216 12/22/2011 11:37:37.748 76.750 7.105 21.217 12/22/2011 11:37:37.998 77.000 7.107 21.221 12/22/2011 11:37:38.248 77.250 7.106 21.218 12/22/2011 11:37:38.498 77.500 7.106 21.219 12/22/2011 11:37:38.748 77.750 7.108 21.226 12/22/2011 11:37:38.998 78.000 7.103 21.211 12/22/2011 11:37:39.248 78.250 7.109 21.227 12/22/2011 11:37:39.498 78.500 7.106 21.219 12/22/2011 11:37:39.748 78.750 7.107 21.221 12/22/2011 11:37:39.998 79.000 7.105 21.215 12/22/2011 11:37:40.248 79.250 7.107 21.223 12/22/2011 11:37:40.499 79.501 7.109 21.228 12/22/2011 11:37:40.749 79.751 7.106 21.219


12/22/2011 11:39:38.499           197.501                             7.001                             20.907 12/22/2011 11:39:38.749           197.751                             7.029                            20.990 12/22/2011 11:39:38.999           198.001                             7.045                            21.037
12/22/2011 11:37:40.999 80.001 7.105 21.216 12/22/2011 11:37:41.249 80.251 7.109 21.228 12/22/2011 11:37:41.499 80.501 7.107 21.221 12/22/2011 11:37:41.749 80.751 7.104 21.212 12/22/2011 11:37:41.999 81.001 7.106 21.219 12/22/2011 11:37:42.249 81.251 7.110 21.231 12/22/2011 11:37:42.499 81.501 7.103 21.210 12/22/2011 11:37:42.749 81.751 7.107 21.221 12/22/2011 11:37:42.999 82.001 7.105 21.215 12/22/2011 11:37:43.249 82.251 7.107 21.222 12/22/2011 11:37:43.499 82.501 7.106 21.218 12/22/2011 11:37:43.749 82.751 7.105 21.217 12/22/2011 11:37:43.999 83.001 7.107 21.221 12/22/2011 11:37:44.249 83.251 7.109 21.229 12/22/2011 11:37:44.499 83.501 7.106 21.219 12/22/2011 11:37:44.749 83.751 7.104 21.213 12/22/2011 11:37:44.999 84.001 7.107 21.223 12/22/2011 11:37:45.249 84.251 7.106 21.219 12/22/2011 11:37:45.499 84.501 7.106 21.220 12/22/2011 11:37:45.749 84.751 7.104 21.214 12/22/2011 11:37:45.998 85.000 7.104 21.214 12/22/2011 11:37:46.248 85.250 7.107 21.222 12/22/2011 11:37:46.498 85.500 7.107 21.222 12/22/2011 11:37:46.748 85.750 7.104 21.213 12/22/2011 11:37:46.998 86.000 7.110 21.230 12/22/2011 11:37:47.248 86.250 7.107 21.222 12/22/2011 11:37:47.498 86.500 7.108 21.225 12/22/2011 11:37:47.748 86.750 7.107 21.222 12/22/2011 11:37:47.998 87.000 7.106 21.218 12/22/2011 11:37:48.248 87.250 7.108 21.225 12/22/2011 11:37:48.498 87.500 7.107 21.223 12/22/2011 11:37:48.748 87.750 7.107 21.222 12/22/2011 11:37:48.998 88.000 7.109 21.227 12/22/2011 11:37:49.248 88.250 7.107 21.221 12/22/2011 11:37:49.498 88.500 7.102 21.208 12/22/2011 11:37:49.748 88.750 7.107 21.222 12/22/2011 11:37:49.998 89.000 7.108 21.224 12/22/2011 11:37:50.248 89.250 7.108 21.226 12/22/2011 11:37:50.498 89.500 7.108 21.225 12/22/2011 11:37:50.748 89.750 7.108 21.225 12/22/2011 11:37:50.998 90.000 7.107 21.223 12/22/2011 11:37:51.248 90.250 7.106 21.219 12/22/2011 11:37:51.498 90.500 7.105 21.217 12/22/2011 11:37:51.748 90.750 7.110 21.230 12/22/2011 11:37:51.998 91.000 7.106 21.219 12/22/2011 11:37:52.248 91.250 7.107 21.223 12/22/2011 11:37:52.498 91.500 7.109 21.227 12/22/2011 11:37:52.748 91.750 7.104 21.214 12/22/2011 11:37:52.998 92.000 7.105 21.216 12/22/2011 11:37:53.248 92.250 7.106 21.218 12/22/2011 11:37:53.498 92.500 7.108 21.224 12/22/2011 11:37:53.748 92.750 7.105 21.215 12/22/2011 11:37:53.998 93.000 7.108 21.224 12/22/2011 11:37:54.248 93.250 7.109 21.227 12/22/2011 11:37:54.498 93.500 7.108 21.224 12/22/2011 11:37:54.748 93.750 7.107 21.222 12/22/2011 11:37:54.998 94.000 7.107 21.222 12/22/2011 11:37:55.248 94.250 7.105 21.216 12/22/2011 11:37:55.498 94.500 7.108 21.226 12/22/2011 11:37:55.748 94.750 7.107 21.223 12/22/2011 11:37:55.998 95.000 7.108 21.225 12/22/2011 11:37:56.248 95.250 7.105 21.215 12/22/2011 11:37:56.498 95.500 7.107 21.221 12/22/2011 11:37:56.748 95.750 7.107 21.221 12/22/2011 11:37:56.998 96.000 7.106 21.218 12/22/2011 11:37:57.248 96.250 7.106 21.219 12/22/2011 11:37:57.498 96.500 7.109 21.227 12/22/2011 11:37:57.748 96.750 7.106 21.219 12/22/2011 11:37:57.998 97.000 7.109 21.229 12/22/2011 11:37:58.248 97.250 7.106 21.218 12/22/2011 11:37:58.498 97.500 7.105 21.217 12/22/2011 11:37:58.748 97.750 7.107 21.221 12/22/2011 11:37:58.998 98.000 7.109 21.228 12/22/2011 11:37:59.248 98.250 7.107 21.221 12/22/2011 11:37:59.498 98.500 7.108 21.225 12/22/2011 11:37:59.748 98.750 7.108 21.225 12/22/2011 11:37:59.998 99.000 7.106 21.219 12/22/2011 11:38:00.248 99.250 7.108 21.225 12/22/2011 11:38:00.498 99.500 7.108 21.226 12/22/2011 11:38:00.748 99.750 7.108 21.226 12/22/2011 11:38:00.998 100.000 7.108 21.224


12/22/2011 11:39:39.249           198.251                             7.057                            21.071
12/22/2011 11:38:01.248 100.250 7.107 21.223 12/22/2011 11:38:01.498 100.500 7.110 21.230 12/22/2011 11:38:01.748 100.750 7.108 21.225 12/22/2011 11:38:01.998 101.000 7.108 21.225 12/22/2011 11:38:02.249 101.251 7.110 21.232 12/22/2011 11:38:02.499 101.501 7.109 21.228 12/22/2011 11:38:02.749 101.751 7.108 21.226 12/22/2011 11:38:02.999 102.001 7.109 21.229 12/22/2011 11:38:03.249 102.251 7.111 21.233 12/22/2011 11:38:03.499 102.501 7.110 21.231 12/22/2011 11:38:03.749 102.751 7.111 21.233 12/22/2011 11:38:03.999 103.001 7.108 21.225 12/22/2011 11:38:04.249 103.251 7.110 21.231 12/22/2011 11:38:04.499 103.501 7.112 21.236 12/22/2011 11:38:04.749 103.751 7.109 21.229 12/22/2011 11:38:04.999 104.001 7.109 21.228 12/22/2011 11:38:05.249 104.251 7.109 21.229 12/22/2011 11:38:05.499 104.501 7.110 21.232 12/22/2011 11:38:05.749 104.751 7.111 21.233 12/22/2011 11:38:05.999 105.001 7.109 21.228 12/22/2011 11:38:06.249 105.251 7.111 21.233 12/22/2011 11:38:06.499 105.501 7.107 21.222 12/22/2011 11:38:06.749 105.751 7.107 21.223 12/22/2011 11:38:06.999 106.001 7.110 21.232 12/22/2011 11:38:07.249 106.251 7.109 21.227 12/22/2011 11:38:07.499 106.501 7.110 21.230 12/22/2011 11:38:07.749 106.751 7.110 21.231 12/22/2011 11:38:07.998 107.000 7.109 21.229 12/22/2011 11:38:08.248 107.250 7.108 21.225 12/22/2011 11:38:08.498 107.500 7.108 21.225 12/22/2011 11:38:08.748 107.750 7.109 21.229 12/22/2011 11:38:08.998 108.000 7.108 21.224 12/22/2011 11:38:09.248 108.250 7.109 21.228 12/22/2011 11:38:09.498 108.500 7.109 21.228 12/22/2011 11:38:09.748 108.750 7.110 21.230 12/22/2011 11:38:09.998 109.000 7.107 21.223 12/22/2011 11:38:10.248 109.250 7.104 21.214 12/22/2011 11:38:10.498 109.500 7.109 21.229 12/22/2011 11:38:10.748 109.750 7.111 21.233 12/22/2011 11:38:10.998 110.000 7.108 21.226 12/22/2011 11:38:11.248 110.250 7.106 21.218 12/22/2011 11:38:11.498 110.500 7.110 21.232 12/22/2011 11:38:11.748 110.750 7.108 21.226 12/22/2011 11:38:11.998 111.000 7.108 21.224 12/22/2011 11:38:12.248 111.250 7.107 21.223 12/22/2011 11:38:12.498 111.500 7.108 21.226 12/22/2011 11:38:12.748 111.750 7.107 21.223 12/22/2011 11:38:12.999 112.001 7.110 21.232 12/22/2011 11:38:13.249 112.251 7.120 21.262 12/22/2011 11:38:13.499 112.501 7.112 21.237 12/22/2011 11:38:13.749 112.751 7.110 21.230 12/22/2011 11:38:13.999 113.001 7.107 21.222 12/22/2011 11:38:14.249 113.251 7.109 21.227 12/22/2011 11:38:14.499 113.501 7.108 21.225 12/22/2011 11:38:14.749 113.751 7.106 21.220 12/22/2011 11:38:14.999 114.001 7.106 21.220 12/22/2011 11:38:15.249 114.251 7.109 21.227 12/22/2011 11:38:15.499 114.501 7.107 21.221 12/22/2011 11:38:15.749 114.751 7.109 21.229 12/22/2011 11:38:15.999 115.001 7.112 21.237 12/22/2011 11:38:16.249 115.251 7.109 21.229 12/22/2011 11:38:16.499 115.501 7.105 21.217 12/22/2011 11:38:16.749 115.751 7.108 21.226 12/22/2011 11:38:16.999 116.001 7.109 21.229 12/22/2011 11:38:17.249 116.251 7.107 21.223 12/22/2011 11:38:17.499 116.501 7.105 21.217 12/22/2011 11:38:17.749 116.751 7.110 21.230 12/22/2011 11:38:17.999 117.001 7.107 21.223 12/22/2011 11:38:18.249 117.251 7.108 21.224 12/22/2011 11:38:18.498 117.500 7.108 21.224 12/22/2011 11:38:18.748 117.750 7.107 21.221 12/22/2011 11:38:18.998 118.000 7.104 21.214 12/22/2011 11:38:19.248 118.250 7.106 21.220 12/22/2011 11:38:19.498 118.500 7.105 21.217 12/22/2011 11:38:19.748 118.750 7.107 21.223 12/22/2011 11:38:19.998 119.000 7.108 21.226 12/22/2011 11:38:20.248 119.250 7.107 21.222 12/22/2011 11:38:20.498 119.500 7.106 21.218 12/22/2011 11:38:20.748 119.750 7.107 21.221 12/22/2011 11:38:20.998 120.000 7.105 21.217 12/22/2011 11:38:21.248 120.250 7.104 21.214


12/22/2011 11:39:39.499           198.501                             7.068                            21.105
12/22/2011 11:38:21.498 120.500 7.107 21.221 12/22/2011 11:38:21.748 120.750 7.109 21.227 12/22/2011 11:38:21.998 121.000 7.106 21.218 12/22/2011 11:38:22.248 121.250 7.107 21.221 12/22/2011 11:38:22.498 121.500 7.108 21.226 12/22/2011 11:38:22.748 121.750 7.109 21.229 12/22/2011 11:38:22.998 122.000 7.109 21.228 12/22/2011 11:38:23.248 122.250 7.109 21.227 12/22/2011 11:38:23.499 122.501 7.109 21.229 12/22/2011 11:38:23.749 122.751 7.107 21.221 12/22/2011 11:38:23.999 123.001 7.104 21.213 12/22/2011 11:38:24.249 123.251 7.107 21.223 12/22/2011 11:38:24.499 123.501 7.107 21.223 12/22/2011 11:38:24.749 123.751 7.108 21.225 12/22/2011 11:38:24.999 124.001 7.108 21.226 12/22/2011 11:38:25.249 124.251 7.109 21.229 12/22/2011 11:38:25.499 124.501 7.109 21.228 12/22/2011 11:38:25.749 124.751 7.108 21.225 12/22/2011 11:38:25.999 125.001 7.109 21.227 12/22/2011 11:38:26.249 125.251 7.106 21.219 12/22/2011 11:38:26.499 125.501 7.107 21.223 12/22/2011 11:38:26.749 125.751 7.112 21.236 12/22/2011 11:38:26.999 126.001 7.109 21.227 12/22/2011 11:38:27.249 126.251 7.104 21.213 12/22/2011 11:38:27.499 126.501 7.107 21.221 12/22/2011 11:38:27.749 126.751 7.107 21.222 12/22/2011 11:38:27.999 127.001 7.105 21.217 12/22/2011 11:38:28.249 127.251 7.109 21.227 12/22/2011 11:38:28.499 127.501 7.109 21.228 12/22/2011 11:38:28.749 127.751 7.106 21.220 12/22/2011 11:38:28.999 128.001 7.107 21.221 12/22/2011 11:38:29.248 128.250 7.109 21.227 12/22/2011 11:38:29.498 128.500 7.108 21.226 12/22/2011 11:38:29.748 128.750 7.108 21.224 12/22/2011 11:38:29.998 129.000 7.106 21.219 12/22/2011 11:38:30.248 129.250 7.105 21.216 12/22/2011 11:38:30.498 129.500 7.109 21.228 12/22/2011 11:38:30.748 129.750 7.108 21.225 12/22/2011 11:38:30.998 130.000 7.106 21.218 12/22/2011 11:38:31.248 130.250 7.106 21.219 12/22/2011 11:38:31.498 130.500 7.109 21.228 12/22/2011 11:38:31.748 130.750 7.107 21.221 12/22/2011 11:38:31.998 131.000 7.111 21.234 12/22/2011 11:38:32.248 131.250 7.110 21.232 12/22/2011 11:38:32.498 131.500 7.107 21.222 12/22/2011 11:38:32.748 131.750 7.610 22.725 12/22/2011 11:38:32.998 132.000 7.483 22.344 12/22/2011 11:38:33.248 132.250 7.271 21.712 12/22/2011 11:38:33.498 132.500 7.236 21.609 12/22/2011 11:38:33.748 132.750 7.213 21.538 12/22/2011 11:38:33.998 133.000 7.191 21.473 12/22/2011 11:38:34.249 133.251 7.163 21.390 12/22/2011 11:38:34.499 133.501 7.158 21.375 12/22/2011 11:38:34.749 133.751 7.144 21.331 12/22/2011 11:38:34.999 134.001 7.138 21.315 12/22/2011 11:38:35.249 134.251 7.131 21.294 12/22/2011 11:38:35.499 134.501 7.125 21.277 12/22/2011 11:38:35.749 134.751 7.126 21.278 12/22/2011 11:38:35.999 135.001 7.123 21.270 12/22/2011 11:38:36.249 135.251 7.125 21.275 12/22/2011 11:38:36.499 135.501 7.118 21.255 12/22/2011 11:38:36.749 135.751 7.117 21.251 12/22/2011 11:38:36.999 136.001 7.112 21.237 12/22/2011 11:38:37.249 136.251 7.119 21.257 12/22/2011 11:38:37.499 136.501 7.118 21.254 12/22/2011 11:38:37.749 136.751 7.109 21.229 12/22/2011 11:38:37.999 137.001 7.115 21.246 12/22/2011 11:38:38.249 137.251 7.114 21.242 12/22/2011 11:38:38.499 137.501 7.112 21.236 12/22/2011 11:38:38.749 137.751 7.114 21.243 12/22/2011 11:38:38.999 138.001 7.110 21.231 12/22/2011 11:38:39.249 138.251 7.110 21.231 12/22/2011 11:38:39.499 138.501 7.112 21.236 12/22/2011 11:38:39.748 138.750 7.112 21.237 12/22/2011 11:38:39.998 139.000 7.109 21.228 12/22/2011 11:38:40.248 139.250 7.109 21.229 12/22/2011 11:38:40.498 139.500 7.110 21.230 12/22/2011 11:38:40.748 139.750 7.111 21.233 12/22/2011 11:38:40.998 140.000 7.111 21.235 12/22/2011 11:38:41.248 140.250 7.111 21.233 12/22/2011 11:38:41.498 140.500 7.111 21.234


12/22/2011 11:39:39.749           198.751                             7.074                            21.124
12/22/2011 11:38:41.748 140.750 7.106 21.219 12/22/2011 11:38:41.998 141.000 7.108 21.225 12/22/2011 11:38:42.248 141.250 7.110 21.230 12/22/2011 11:38:42.498 141.500 7.110 21.231 12/22/2011 11:38:42.748 141.750 7.107 21.221 12/22/2011 11:38:42.998 142.000 7.109 21.228 12/22/2011 11:38:43.248 142.250 7.108 21.226 12/22/2011 11:38:43.498 142.500 7.107 21.221 12/22/2011 11:38:43.748 142.750 7.109 21.227 12/22/2011 11:38:43.998 143.000 7.109 21.228 12/22/2011 11:38:44.248 143.250 7.108 21.226 12/22/2011 11:38:44.498 143.500 7.109 21.229 12/22/2011 11:38:44.749 143.751 7.112 21.236 12/22/2011 11:38:44.999 144.001 7.106 21.218 12/22/2011 11:38:45.249 144.251 7.108 21.225 12/22/2011 11:38:45.499 144.501 7.107 21.223 12/22/2011 11:38:45.749 144.751 7.109 21.227 12/22/2011 11:38:45.999 145.001 7.108 21.225 12/22/2011 11:38:46.249 145.251 7.106 21.220 12/22/2011 11:38:46.499 145.501 7.106 21.218 12/22/2011 11:38:46.749 145.751 7.107 21.223 12/22/2011 11:38:46.999 146.001 7.107 21.223 12/22/2011 11:38:47.249 146.251 7.108 21.226 12/22/2011 11:38:47.499 146.501 7.107 21.222 12/22/2011 11:38:47.749 146.751 7.110 21.230 12/22/2011 11:38:47.999 147.001 7.110 21.232 12/22/2011 11:38:48.249 147.251 7.109 21.229 12/22/2011 11:38:48.499 147.501 7.108 21.226 12/22/2011 11:38:48.749 147.751 7.106 21.220 12/22/2011 11:38:48.999 148.001 7.107 21.221 12/22/2011 11:38:49.249 148.251 7.108 21.226 12/22/2011 11:38:49.499 148.501 7.111 21.233 12/22/2011 11:38:49.749 148.751 7.109 21.228 12/22/2011 11:38:49.999 149.001 7.109 21.228 12/22/2011 11:38:50.249 149.251 7.108 21.224 12/22/2011 11:38:50.498 149.500 7.108 21.226 12/22/2011 11:38:50.748 149.750 7.105 21.217 12/22/2011 11:38:50.998 150.000 7.106 21.220 12/22/2011 11:38:51.248 150.250 7.109 21.228 12/22/2011 11:38:51.498 150.500 7.106 21.218 12/22/2011 11:38:51.748 150.750 7.104 21.213 12/22/2011 11:38:51.998 151.000 7.107 21.223 12/22/2011 11:38:52.248 151.250 7.105 21.217 12/22/2011 11:38:52.498 151.500 7.108 21.225 12/22/2011 11:38:52.748 151.750 7.104 21.214 12/22/2011 11:38:52.998 152.000 7.108 21.224 12/22/2011 11:38:53.248 152.250 7.103 21.209 12/22/2011 11:38:53.498 152.500 7.108 21.224 12/22/2011 11:38:53.748 152.750 7.110 21.232 12/22/2011 11:38:53.998 153.000 7.106 21.220 12/22/2011 11:38:54.248 153.250 7.104 21.214 12/22/2011 11:38:54.498 153.500 7.109 21.229 12/22/2011 11:38:54.748 153.750 7.108 21.226 12/22/2011 11:38:54.998 154.000 7.108 21.226 12/22/2011 11:38:55.248 154.250 7.108 21.225 12/22/2011 11:38:55.499 154.501 7.109 21.227 12/22/2011 11:38:55.749 154.751 7.118 21.256 12/22/2011 11:38:55.999 155.001 7.109 21.228 12/22/2011 11:38:56.249 155.251 7.105 21.216 12/22/2011 11:38:56.499 155.501 7.108 21.226 12/22/2011 11:38:56.749 155.751 7.108 21.224 12/22/2011 11:38:56.999 156.001 7.106 21.220 12/22/2011 11:38:57.249 156.251 7.107 21.221 12/22/2011 11:38:57.499 156.501 7.108 21.225 12/22/2011 11:38:57.749 156.751 7.110 21.232 12/22/2011 11:38:57.999 157.001 7.108 21.225 12/22/2011 11:38:58.249 157.251 7.104 21.213 12/22/2011 11:38:58.499 157.501 7.108 21.226 12/22/2011 11:38:58.749 157.751 7.106 21.220 12/22/2011 11:38:58.999 158.001 7.108 21.224 12/22/2011 11:38:59.249 158.251 7.109 21.228 12/22/2011 11:38:59.499 158.501 7.108 21.226 12/22/2011 11:38:59.749 158.751 7.108 21.225 12/22/2011 11:38:59.999 159.001 7.104 21.214 12/22/2011 11:39:00.249 159.251 7.108 21.226 12/22/2011 11:39:00.499 159.501 7.105 21.217 12/22/2011 11:39:00.749 159.751 7.106 21.220 12/22/2011 11:39:00.998 160.000 7.104 21.213 12/22/2011 11:39:01.248 160.250 7.106 21.218 12/22/2011 11:39:01.498 160.500 7.107 21.221 12/22/2011 11:39:01.748 160.750 7.107 21.222


12/22/2011 11:39:39.999           199.001                             7.079                            21.138 12/22/2011 11:39:40.249           199.251                             7.082                            21.148 12/22/2011 11:39:40.499           199.501                             7.083                            21.152
12/22/2011 11:39:01.998 161.000 7.108 21.226 12/22/2011 11:39:02.248 161.250 7.105 21.215 12/22/2011 11:39:02.498 161.500 7.111 21.234 12/22/2011 11:39:02.748 161.750 7.106 21.218 12/22/2011 11:39:02.998 162.000 7.108 21.226 12/22/2011 11:39:03.248 162.250 7.107 21.221 12/22/2011 11:39:03.498 162.500 7.108 21.224 12/22/2011 11:39:03.748 162.750 7.108 21.224 12/22/2011 11:39:03.998 163.000 7.104 21.212 12/22/2011 11:39:04.248 163.250 7.108 21.224 12/22/2011 11:39:04.498 163.500 7.106 21.218 12/22/2011 11:39:04.748 163.750 7.110 21.232 12/22/2011 11:39:04.998 164.000 7.109 21.228 12/22/2011 11:39:05.248 164.250 7.107 21.223 12/22/2011 11:39:05.498 164.500 7.105 21.216 12/22/2011 11:39:05.748 164.750 7.106 21.219 12/22/2011 11:39:05.999 165.001 7.107 21.222 12/22/2011 11:39:06.249 165.251 7.109 21.228 12/22/2011 11:39:06.499 165.501 7.107 21.223 12/22/2011 11:39:06.749 165.751 7.105 21.216 12/22/2011 11:39:06.999 166.001 7.110 21.232 12/22/2011 11:39:07.249 166.251 7.107 21.223 12/22/2011 11:39:07.499 166.501 7.108 21.226 12/22/2011 11:39:07.749 166.751 7.107 21.223 12/22/2011 11:39:07.999 167.001 7.109 21.228 12/22/2011 11:39:08.249 167.251 7.108 21.225 12/22/2011 11:39:08.499 167.501 7.107 21.222 12/22/2011 11:39:08.749 167.751 7.106 21.219 12/22/2011 11:39:08.999 168.001 7.108 21.224 12/22/2011 11:39:09.249 168.251 7.109 21.229 12/22/2011 11:39:09.499 168.501 7.107 21.222 12/22/2011 11:39:09.749 168.751 7.108 21.224 12/22/2011 11:39:09.999 169.001 7.105 21.216 12/22/2011 11:39:10.249 169.251 7.110 21.232 12/22/2011 11:39:10.499 169.501 7.107 21.222 12/22/2011 11:39:10.749 169.751 7.109 21.229 12/22/2011 11:39:10.999 170.001 7.109 21.229 12/22/2011 11:39:11.249 170.251 7.107 21.223 12/22/2011 11:39:11.499 170.501 7.107 21.222 12/22/2011 11:39:11.748 170.750 7.106 21.220 12/22/2011 11:39:11.998 171.000 7.109 21.228 12/22/2011 11:39:12.248 171.250 7.105 21.217 12/22/2011 11:39:12.498 171.500 7.108 21.224 12/22/2011 11:39:12.748 171.750 7.108 21.225 12/22/2011 11:39:12.998 172.000 7.105 21.217 12/22/2011 11:39:13.248 172.250 7.107 21.222 12/22/2011 11:39:13.498 172.500 7.106 21.219 12/22/2011 11:39:13.748 172.750 7.109 21.227 12/22/2011 11:39:13.998 173.000 7.107 21.222 12/22/2011 11:39:14.248 173.250 7.106 21.220 12/22/2011 11:39:14.498 173.500 7.105 21.217 12/22/2011 11:39:14.748 173.750 7.108 21.224 12/22/2011 11:39:14.998 174.000 7.108 21.225 12/22/2011 11:39:15.248 174.250 7.104 21.212 12/22/2011 11:39:15.498 174.500 7.106 21.220 12/22/2011 11:39:15.748 174.750 7.106 21.218 12/22/2011 11:39:15.998 175.000 7.105 21.215 12/22/2011 11:39:16.248 175.250 7.107 21.221 12/22/2011 11:39:16.498 175.500 7.107 21.222 12/22/2011 11:39:16.749 175.751 7.105 21.217 12/22/2011 11:39:16.999 176.001 7.121 21.264 12/22/2011 11:39:17.249 176.251 7.108 21.225 12/22/2011 11:39:17.499 176.501 7.108 21.225 12/22/2011 11:39:17.749 176.751 7.108 21.225 12/22/2011 11:39:17.999 177.001 7.109 21.229 12/22/2011 11:39:18.249 177.251 7.110 21.231 12/22/2011 11:39:18.499 177.501 7.108 21.224 12/22/2011 11:39:18.749 177.751 7.109 21.227 12/22/2011 11:39:18.999 178.001 7.107 21.222 12/22/2011 11:39:19.249 178.251 7.109 21.227 12/22/2011 11:39:19.499 178.501 7.106 21.220 12/22/2011 11:39:19.749 178.751 7.109 21.227 12/22/2011 11:39:19.999 179.001 7.106 21.218 12/22/2011 11:39:20.249 179.251 7.100 21.202 12/22/2011 11:39:20.499 179.501 7.105 21.215 12/22/2011 11:39:20.749 179.751 7.104 21.214 12/22/2011 11:39:20.999 180.001 7.103 21.210 12/22/2011 11:39:21.249 180.251 7.107 21.222 12/22/2011 11:39:21.499 180.501 7.107 21.223 12/22/2011 11:39:21.749 180.751 7.106 21.219 12/22/2011 11:39:21.999 181.001 7.103 21.210


12/22/2011 11:39:40.749           199.751                             7.088                             21.165
12/22/2011 11:39:22.248 181.250 7.108 21.225 12/22/2011 11:39:22.498 181.500 7.109 21.229 12/22/2011 11:39:22.748 181.750 7.107 21.221 12/22/2011 11:39:22.998 182.000 7.105 21.217 12/22/2011 11:39:23.248 182.250 7.108 21.224 12/22/2011 11:39:23.498 182.500 7.106 21.218 12/22/2011 11:39:23.748 182.750 7.106 21.218 12/22/2011 11:39:23.998 183.000 7.105 21.217 12/22/2011 11:39:24.248 183.250 7.104 21.212 12/22/2011 11:39:24.498 183.500 7.105 21.217 12/22/2011 11:39:24.748 183.750 7.102 21.208 12/22/2011 11:39:24.998 184.000 7.105 21.217 12/22/2011 11:39:25.248 184.250 7.101 21.204 12/22/2011 11:39:25.498 184.500 7.103 21.210 12/22/2011 11:39:25.748 184.750 7.104 21.213 12/22/2011 11:39:25.998 185.000 7.105 21.216 12/22/2011 11:39:26.248 185.250 7.104 21.213 12/22/2011 11:39:26.498 185.500 7.105 21.216 12/22/2011 11:39:26.748 185.750 7.107 21.221 12/22/2011 11:39:26.998 186.000 7.104 21.214 12/22/2011 11:39:27.249 186.251 7.106 21.220 12/22/2011 11:39:27.499 186.501 7.106 21.220 12/22/2011 11:39:27.749 186.751 7.106 21.219 12/22/2011 11:39:27.999 187.001 7.107 21.223 12/22/2011 11:39:28.249 187.251 7.106 21.219 12/22/2011 11:39:28.499 187.501 7.106 21.218 12/22/2011 11:39:28.749 187.751 7.105 21.215 12/22/2011 11:39:28.999 188.001 7.105 21.217 12/22/2011 11:39:29.249 188.251 7.104 21.212 12/22/2011 11:39:29.499 188.501 7.104 21.213 12/22/2011 11:39:29.749 188.751 7.105 21.215 12/22/2011 11:39:29.999 189.001 7.104 21.212 12/22/2011 11:39:30.249 189.251 7.102 21.209 12/22/2011 11:39:30.499 189.501 7.102 21.208 12/22/2011 11:39:30.749 189.751 7.102 21.206 12/22/2011 11:39:30.999 190.001 7.105 21.215 12/22/2011 11:39:31.249 190.251 7.104 21.212 12/22/2011 11:39:31.499 190.501 7.106 21.219 12/22/2011 11:39:31.749 190.751 7.104 21.213 12/22/2011 11:39:31.999 191.001 7.107 21.221 12/22/2011 11:39:32.249 191.251 7.106 21.218 12/22/2011 11:39:32.499 191.501 7.105 21.215 12/22/2011 11:39:32.749 191.751 7.104 21.212 12/22/2011 11:39:32.998 192.000 7.101 21.205 12/22/2011 11:39:33.248 192.250 7.102 21.207 12/22/2011 11:39:33.498 192.500 7.104 21.213 12/22/2011 11:39:33.748 192.750 7.105 21.217 12/22/2011 11:39:33.998 193.000 7.104 21.212 12/22/2011 11:39:34.248 193.250 7.105 21.217 12/22/2011 11:39:34.498 193.500 7.106 21.220 12/22/2011 11:39:34.748 193.750 7.106 21.218 12/22/2011 11:39:34.998 194.000 7.105 21.217 12/22/2011 11:39:35.248 194.250 7.102 21.206 12/22/2011 11:39:35.498 194.500 7.104 21.212 12/22/2011 11:39:35.748 194.750 7.102 21.207 12/22/2011 11:39:35.998 195.000 6.962 20.789 12/22/2011 11:39:36.248 195.250 6.918 20.658 12/22/2011 11:39:36.498 195.500 6.891 20.577 12/22/2011 11:39:36.748 195.750 6.947 20.746 12/22/2011 11:39:36.998 196.000 7.014 20.946 12/22/2011 11:39:37.248 196.250 7.172 21.416 12/22/2011 11:39:37.498 196.500 7.047 21.043 12/22/2011 11:39:37.748 196.750 6.857 20.474 12/22/2011 11:39:37.999 197.001 6.899 20.602 12/22/2011 11:39:38.249 197.251 6.970 20.813 12/22/2011 11:39:38.499 197.501 7.001 20.907 12/22/2011 11:39:38.749 197.751 7.029 20.990 12/22/2011 11:39:38.999 198.001 7.045 21.037 12/22/2011 11:39:39.249 198.251 7.057 21.071 12/22/2011 11:39:39.499 198.501 7.068 21.105 12/22/2011 11:39:39.749 198.751 7.074 21.124 12/22/2011 11:39:39.999 199.001 7.079 21.138 12/22/2011 11:39:40.249 199.251 7.082 21.148 12/22/2011 11:39:40.499 199.501 7.083 21.152 12/22/2011 11:39:40.749 199.751 7.088 21.165 12/22/2011 11:39:40.999 200.001 7.089 21.167 12/22/2011 11:39:41.249 200.251 7.093 21.180 12/22/2011 11:39:41.499 200.501 7.094 21.184 12/22/2011 11:39:41.749 200.751 7.098 21.195 12/22/2011 11:39:41.999 201.001 7.097 21.191 12/22/2011 11:39:42.249 201.251 7.094 21.184


12/22/2011 11:39:40.999           200.001                             7.089                            21.167
12/22/2011 11:39:42.499 201.501 7.096 21.189 12/22/2011 11:39:42.749 201.751 7.098 21.196 12/22/2011 11:39:42.999 202.001 7.097 21.193 12/22/2011 11:39:43.249 202.251 7.098 21.195 12/22/2011 11:39:43.498 202.500 7.100 21.200 12/22/2011 11:39:43.748 202.750 7.101 21.203 12/22/2011 11:39:43.998 203.000 7.097 21.191 12/22/2011 11:39:44.248 203.250 7.101 21.204 12/22/2011 11:39:44.498 203.500 7.100 21.202 12/22/2011 11:39:44.748 203.750 7.102 21.206 12/22/2011 11:39:44.998 204.000 7.101 21.205 12/22/2011 11:39:45.248 204.250 7.102 21.209 12/22/2011 11:39:45.498 204.500 7.102 21.206 12/22/2011 11:39:45.748 204.750 7.100 21.201 12/22/2011 11:39:45.998 205.000 7.103 21.211 12/22/2011 11:39:46.248 205.250 7.099 21.198 12/22/2011 11:39:46.498 205.500 7.103 21.211 12/22/2011 11:39:46.748 205.750 7.099 21.197 12/22/2011 11:39:46.998 206.000 7.100 21.200 12/22/2011 11:39:47.248 206.250 7.103 21.209 12/22/2011 11:39:47.498 206.500 7.100 21.202 12/22/2011 11:39:47.748 206.750 7.102 21.208 12/22/2011 11:39:47.998 207.000 7.096 21.189 12/22/2011 11:39:48.249 207.251 7.100 21.201 12/22/2011 11:39:48.499 207.501 7.102 21.206 12/22/2011 11:39:48.749 207.751 7.104 21.212 12/22/2011 11:39:48.999 208.001 7.101 21.203 12/22/2011 11:39:49.249 208.251 7.103 21.209 12/22/2011 11:39:49.499 208.501 7.102 21.206 12/22/2011 11:39:49.749 208.751 7.100 21.201 12/22/2011 11:39:49.999 209.001 7.103 21.210 12/22/2011 11:39:50.249 209.251 7.103 21.209 12/22/2011 11:39:50.499 209.501 7.104 21.213 12/22/2011 11:39:50.749 209.751 7.102 21.207 12/22/2011 11:39:50.999 210.001 7.098 21.196 12/22/2011 11:39:51.249 210.251 7.101 21.205 12/22/2011 11:39:51.499 210.501 7.101 21.205 12/22/2011 11:39:51.752 210.754 7.098 21.194 12/22/2011 11:39:51.999 211.001 7.102 21.207 12/22/2011 11:39:52.249 211.251 7.103 21.210 12/22/2011 11:39:52.499 211.501 7.099 21.199 12/22/2011 11:39:52.749 211.751 7.102 21.206 12/22/2011 11:39:52.999 212.001 7.103 21.211 12/22/2011 11:39:53.249 212.251 7.103 21.209 12/22/2011 11:39:53.499 212.501 7.104 21.213 12/22/2011 11:39:53.749 212.751 7.101 21.203 12/22/2011 11:39:53.999 213.001 7.104 21.213 12/22/2011 11:39:54.249 213.251 7.105 21.215 12/22/2011 11:39:54.499 213.501 7.103 21.211 12/22/2011 11:39:54.749 213.751 7.102 21.208 12/22/2011 11:39:54.999 214.001 7.104 21.212 12/22/2011 11:39:55.249 214.251 7.099 21.199 12/22/2011 11:39:55.499 214.501 7.103 21.209 12/22/2011 11:39:55.749 214.751 7.102 21.206 12/22/2011 11:39:55.999 215.001 7.103 21.211 12/22/2011 11:39:56.249 215.251 7.104 21.213 12/22/2011 11:39:56.499 215.501 7.102 21.207 12/22/2011 11:39:56.749 215.751 7.102 21.207 12/22/2011 11:39:56.999 216.001 7.104 21.212 12/22/2011 11:39:57.248 216.250 7.104 21.213 12/22/2011 11:39:57.498 216.500 7.105 21.215 12/22/2011 11:39:57.748 216.750 7.102 21.208 12/22/2011 11:39:57.998 217.000 7.103 21.210 12/22/2011 11:39:58.248 217.250 7.100 21.201 12/22/2011 11:39:58.498 217.500 7.101 21.203 12/22/2011 11:39:58.748 217.750 7.099 21.199 12/22/2011 11:39:58.998 218.000 7.101 21.205 12/22/2011 11:39:59.248 218.250 7.101 21.203 12/22/2011 11:39:59.498 218.500 7.107 21.221


12/22/2011 11:39:41.249          200.251                              7.093                            21.180
SM-GW2A Report Date: 1/10/2012 14:35:52 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe Application Version: 5.6.21.0 Log File Properties:
 
12/22/2011 11:39:41.499          200.501                              7.094                            21.184 12/22/2011 11:39:41.749          200.751                              7.098                            21.195 12/22/2011 11:39:41.999          201.001                              7.097                            21.191
 
12/22/2011 11:39:42.249          201.251                              7.094                            21.184 12/22/2011 11:39:42.499          201.501                              7.096                            21.189 12/22/2011 11:39:42.749          201.751                              7.098                            21.196
 
12/22/2011 11:39:42.999          202.001                              7.097                            21.193
 
12/22/2011 11:39:43.249          202.251                              7.098                            21.195 12/22/2011 11:39:43.498          202.500                              7.100                            21.200 12/22/2011 11:39:43.748          202.750                              7.101                            21.203
 
12/22/2011 11:39:43.998          203.000                              7.097                            21.191
 
12/22/2011 11:39:44.248          203.250                              7.101                            21.204 12/22/2011 11:39:44.498          203.500                              7.100                            21.202 12/22/2011 11:39:44.748          203.750                              7.102                            21.206 12/22/2011 11:39:44.998          204.000                              7.101                            21.205 12/22/2011 11:39:45.248          204.250                              7.102                            21.209
 
12/22/2011 11:39:45.498          204.500                              7.102                            21.206
 
12/22/2011 11:39:45.748          204.750                              7.100                            21.201
 
12/22/2011 11:39:45.998          205.000                              7.103                            21.211
 
12/22/2011 11:39:46.248          205.250                              7.099                            21.198 12/22/2011 11:39:46.498          205.500                              7.103                            21.211 12/22/2011 11:39:46.748          205.750                              7.099                            21.197
 
12/22/2011 11:39:46.998          206.000                              7.100                            21.200
 
12/22/2011 11:39:47.248          206.250                              7.103                            21.209
 
12/22/2011 11:39:47.498          206.500                              7.100                            21.202
 
12/22/2011 11:39:47.748          206.750                              7.102                            21.208 12/22/2011 11:39:47.998          207.000                              7.096                            21.189 12/22/2011 11:39:48.249          207.251                              7.100                            21.201
 
12/22/2011 11:39:48.499          207.501                              7.102                            21.206
 
12/22/2011 11:39:48.749          207.751                              7.104                            21.212
 
12/22/2011 11:39:48.999          208.001                              7.101                            21.203
 
12/22/2011 11:39:49.249          208.251                              7.103                            21.209 12/22/2011 11:39:49.499          208.501                              7.102                            21.206 12/22/2011 11:39:49.749          208.751                              7.100                            21.201
 
12/22/2011 11:39:49.999          209.001                              7.103                            21.210
 
12/22/2011 11:39:50.249          209.251                              7.103                            21.209 12/22/2011 11:39:50.499          209.501                              7.104                            21.213 12/22/2011 11:39:50.749          209.751                              7.102                            21.207
 
12/22/2011 11:39:50.999          210.001                              7.098                            21.196 12/22/2011 11:39:51.249          210.251                              7.101                            21.205 12/22/2011 11:39:51.499          210.501                              7.101                            21.205
 
12/22/2011 11:39:51.752          210.754                              7.098                            21.194
 
12/22/2011 11:39:51.999          211.001                              7.102                            21.207
 
12/22/2011 11:39:52.249          211.251                              7.103                            21.210 12/22/2011 11:39:52.499          211.501                              7.099                            21.199 12/22/2011 11:39:52.749          211.751                              7.102                            21.206 12/22/2011 11:39:52.999          212.001                              7.103                            21.211
 
12/22/2011 11:39:53.249          212.251                              7.103                            21.209
 
12/22/2011 11:39:53.499          212.501                              7.104                            21.213
 
12/22/2011 11:39:53.749          212.751                              7.101                            21.203
 
12/22/2011 11:39:53.999          213.001                              7.104                            21.213 12/22/2011 11:39:54.249          213.251                              7.105                            21.215 12/22/2011 11:39:54.499          213.501                              7.103                            21.211
 
12/22/2011 11:39:54.749          213.751                              7.102                            21.208
 
12/22/2011 11:39:54.999          214.001                              7.104                            21.212
 
12/22/2011 11:39:55.249          214.251                              7.099                            21.199
 
12/22/2011 11:39:55.499          214.501                              7.103                            21.209 12/22/2011 11:39:55.749          214.751                              7.102                            21.206 12/22/2011 11:39:55.999          215.001                              7.103                            21.211
 
12/22/2011 11:39:56.249          215.251                              7.104                            21.213
 
12/22/2011 11:39:56.499          215.501                              7.102                            21.207
 
12/22/2011 11:39:56.749          215.751                              7.102                            21.207
 
12/22/2011 11:39:56.999          216.001                              7.104                            21.212 12/22/2011 11:39:57.248          216.250                              7.104                            21.213 12/22/2011 11:39:57.498          216.500                              7.105                            21.215
 
12/22/2011 11:39:57.748          216.750                              7.102                            21.208
 
12/22/2011 11:39:57.998          217.000                              7.103                            21.210
 
12/22/2011 11:39:58.248          217.250                              7.100                            21.201
 
12/22/2011 11:39:58.498          217.500                              7.101                            21.203
 
12/22/2011 11:39:58.748          217.750                              7.099                            21.199 12/22/2011 11:39:58.998          218.000                              7.101                            21.205 12/22/2011 11:39:59.248          218.250                              7.101                            21.203
 
12/22/2011 11:39:59.498          218.500                              7.107                            21.221 SM-GW2AReport Date: 1/10/2012 14:35:52 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe  
 
Application Version: 5.6.21.0 Log File Properties:
File Name: MW-2.wsl Create Date: 12/22/2011 12:54:28 Device Properties:
File Name: MW-2.wsl Create Date: 12/22/2011 12:54:28 Device Properties:
Device: Level TROLL 700  
Device: Level TROLL 700 Site: Shine MW-3 Device Name:
 
Serial Number: 135443 Firmware Version: 2.07 Hardware Version: 3 Device Address: 1 Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)
Site: Shine MW-3 Device Name:
Used Memory(%): 93 Used Battery(%): 20 Log Configuration Log Name: Actually MW-2 Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe Application Version: 5.6.21.0 Create Date: 12/22/2011 12:43:23 Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096 Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 5.68222 (ft)
Serial Number: 135443  
Head Pressure: 16.9675 (kPa)
 
Firmware Version: 2.07  
 
Hardware Version: 3  
 
Device Address: 1  
 
Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)
Used Memory(%): 93 Used Battery(%): 20 Log Configuration Log Name: Actually MW-2  
 
Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe  
 
Application Version: 5.6.21.0  
 
Create Date: 12/22/2011 12:43:23 Pacific Standard Time  
 
Log Setup Time Zone: Central Standard Time  
 
Notes Size(bytes): 4096  
 
Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time  
 
Type: Fast Linear  
 
Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth  
 
Specific Gravity: 0.999 Other Log Settings Depth of Probe: 5.68222 (ft)  
 
Head Pressure: 16.9675 (kPa)  
 
Temperature: 9.7001 (C)
Temperature: 9.7001 (C)
______________________________________________________________________________________________________________
Log Notes:
Log Notes:  
Date and Time Note 12/22/2011 12:43:28 Sensor SN: 135443 Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 12:43:29 Used Battery: 20% Used Memory: 95% User Name: SHeuer 12/22/2011 12:44:24 Manual Start Command 12/22/2011 12:53:40 Used Battery: 20% Used Memory: 95% User Name: SHeuer 12/22/2011 12:53:41 Manual Stop Command Log Data:
 
Record Count: 2230 Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)
Date and Time               Note  
Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft Sensor: Pres(G) 69ft Elapsed Time SN#: 135443 SN#: 135443 Date and Time Seconds Depth (ft) Pressure (kPa) 12/22/2011 12:44:24.505 0.000 5.696 17.008 12/22/2011 12:44:24.755 0.250 5.693 17.001 12/22/2011 12:44:25.217 0.712 5.693 16.999 12/22/2011 12:44:25.438 0.933 5.695 17.007 12/22/2011 12:44:25.657 1.152 5.693 17.001
 
------------------------    ---------------------------------------------------------------------------------
 
12/22/2011 12:43:28          Sensor SN: 135443  Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 12:43:29          Used Battery: 20% Used Memory: 95%  User Name: SHeuer 12/22/2011 12:44:24          Manual Start Command
 
12/22/2011 12:53:40          Used Battery: 20% Used Memory: 95%  User Name: SHeuer
 
12/22/2011 12:53:41         Manual Stop Command
______________________________________________________________________________________________________________
Log Data:
Record Count: 2230  
 
Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)  
 
Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft               Sensor: Pres(G) 69ft Elapsed Time     SN#: 135443                       SN#: 135443
 
Date and Time               Seconds         Depth (ft)                         Pressure (kPa)
------------------------    ------------    ------------------------------    ------------------------------
12/22/2011 12:44:24.505            0.000                              5.696                            17.008
 
12/22/2011 12:44:24.755            0.250                              5.693                            17.001 12/22/2011 12:44:25.217            0.712                              5.693                            16.999 12/22/2011 12:44:25.438             0.933                             5.695                             17.007
 
12/22/2011 12:44:25.657             1.152                             5.693                             17.001 12/22/2011 12:44:25.881            1.376                              5.691                            16.993 12/22/2011 12:44:26.099            1.594                              5.691                            16.992
 
12/22/2011 12:44:26.318            1.813                              5.692                            16.997
 
12/22/2011 12:44:26.537            2.032                              5.689                            16.988 12/22/2011 12:44:26.756            2.251                              5.691                            16.995 12/22/2011 12:44:27.005            2.500                              5.690                            16.991
 
12/22/2011 12:44:27.255            2.750                              5.688                            16.984
 
12/22/2011 12:44:27.505            3.000                              5.688                            16.985 12/22/2011 12:44:27.755            3.250                              5.691                            16.993 12/22/2011 12:44:28.005            3.500                              5.690                            16.990 12/22/2011 12:44:28.255            3.750                              5.688                            16.985 12/22/2011 12:44:28.505            4.000                              5.689                            16.986
 
12/22/2011 12:44:28.755            4.250                              5.691                            16.995
 
12/22/2011 12:44:29.005            4.500                              5.686                            16.980
 
12/22/2011 12:44:29.255            4.750                              5.687                            16.982
 
12/22/2011 12:44:29.505            5.000                              5.691                            16.993 12/22/2011 12:44:29.755            5.250                              5.695                            17.005 12/22/2011 12:44:30.005            5.500                              6.539                            19.525
 
12/22/2011 12:44:30.255            5.750                              5.971                            17.830
 
12/22/2011 12:44:30.505            6.000                              5.802                            17.324
 
12/22/2011 12:44:30.755            6.250                              5.754                            17.182
 
12/22/2011 12:44:31.005            6.500                              5.754                            17.183 12/22/2011 12:44:31.255            6.750                              5.744                            17.153 12/22/2011 12:44:31.505            7.000                              5.736                            17.128
 
12/22/2011 12:44:31.755            7.250                              5.721                            17.085
 
12/22/2011 12:44:32.005            7.500                              5.714                            17.062
 
12/22/2011 12:44:32.255            7.750                              5.701                            17.024
 
12/22/2011 12:44:32.505            8.000                              5.703                            17.029 12/22/2011 12:44:32.755            8.250                              5.700                            17.021 12/22/2011 12:44:33.005            8.500                              5.695                            17.006
 
12/22/2011 12:44:33.255            8.750                              5.697                            17.011
 
12/22/2011 12:44:33.505            9.000                              5.694                            17.004 12/22/2011 12:44:33.755            9.250                              5.692                            16.996 12/22/2011 12:44:34.009            9.504                              5.689                            16.988
 
12/22/2011 12:44:34.255            9.750                              5.692                            16.997 12/22/2011 12:44:34.505            10.000                              5.690                            16.991 12/22/2011 12:44:34.755            10.250                              5.689                            16.989
 
12/22/2011 12:44:35.005            10.500                              5.689                            16.988
 
12/22/2011 12:44:35.255            10.750                              5.692                            16.996
 
12/22/2011 12:44:35.505            11.000                              5.690                            16.992 12/22/2011 12:44:35.755            11.250                              5.686                            16.980 12/22/2011 12:44:36.005            11.500                              5.690                            16.990 12/22/2011 12:44:36.255            11.750                              5.690                            16.990
 
12/22/2011 12:44:36.505            12.000                              5.690                            16.991
 
12/22/2011 12:44:36.755            12.250                              5.692                            16.996
 
12/22/2011 12:44:37.005            12.500                              5.688                            16.984
 
12/22/2011 12:44:37.255            12.750                              5.689                            16.989 12/22/2011 12:44:37.505            13.000                              5.688                            16.985 12/22/2011 12:44:37.755            13.250                              5.689                            16.987
 
12/22/2011 12:44:38.005            13.500                              5.691                            16.994
 
12/22/2011 12:44:38.255            13.750                              5.689                            16.988
 
12/22/2011 12:44:38.505            14.000                              5.690                            16.990
 
12/22/2011 12:44:38.755            14.250                              5.688                            16.985 12/22/2011 12:44:39.005            14.500                              5.691                            16.993 12/22/2011 12:44:39.255            14.750                              5.687                            16.983
 
12/22/2011 12:44:39.505            15.000                              5.686                            16.979
 
12/22/2011 12:44:39.755            15.250                              5.690                            16.992
 
12/22/2011 12:44:40.005            15.500                              5.688                            16.984
 
12/22/2011 12:44:40.255            15.750                              5.690                            16.991 12/22/2011 12:44:40.505            16.000                              5.692                            16.996 12/22/2011 12:44:40.755            16.250                              5.690                            16.991
 
12/22/2011 12:44:41.005            16.500                              5.690                            16.990
 
12/22/2011 12:44:41.255            16.750                              5.688                            16.984
 
12/22/2011 12:44:41.505            17.000                              5.687                            16.983
 
12/22/2011 12:44:41.755            17.250                              5.686                            16.980
 
12/22/2011 12:44:42.005            17.500                              5.688                            16.985 12/22/2011 12:44:42.255            17.750                              5.689                            16.987 12/22/2011 12:44:42.505            18.000                              5.686                            16.977
 
12/22/2011 12:44:42.755            18.250                              5.686                            16.978
 
12/22/2011 12:44:43.005            18.500                              5.690                            16.991
 
12/22/2011 12:44:43.255            18.750                              5.690                            16.990
 
12/22/2011 12:44:43.505            19.000                              5.685                            16.976 12/22/2011 12:44:43.755            19.250                              5.691                            16.992 12/22/2011 12:44:44.005            19.500                              5.691                            16.992
 
12/22/2011 12:44:44.255            19.750                              5.690                            16.992
 
12/22/2011 12:44:44.505            20.000                              5.695                            17.006
 
12/22/2011 12:44:44.755            20.250                              5.689                            16.989
 
12/22/2011 12:44:45.005            20.500                              5.688                            16.986 12/22/2011 12:44:45.255            20.750                              5.687                            16.982 12/22/2011 12:44:45.505            21.000                              5.688                            16.984
 
12/22/2011 12:44:45.755            21.250                              5.687                            16.981 12/22/2011 12:44:46.005            21.500                              5.688                            16.985 12/22/2011 12:44:46.255            21.750                              5.689                            16.987
 
12/22/2011 12:44:46.505            22.000                              5.692                            16.996
 
12/22/2011 12:44:46.755            22.250                              5.688                            16.986 12/22/2011 12:44:47.005            22.500                              5.688                            16.984 12/22/2011 12:44:47.255            22.750                              5.689                            16.987
 
12/22/2011 12:44:47.505            23.000                              5.687                            16.980
 
12/22/2011 12:44:47.755            23.250                              5.688                            16.986 12/22/2011 12:44:48.005            23.500                              5.685                            16.977 12/22/2011 12:44:48.255            23.750                              5.689                            16.988 12/22/2011 12:44:48.505            24.000                              5.686                            16.980 12/22/2011 12:44:48.755            24.250                              5.689                            16.989
 
12/22/2011 12:44:49.005            24.500                              5.689                            16.987
 
12/22/2011 12:44:49.255            24.750                              5.685                            16.977
 
12/22/2011 12:44:49.505            25.000                              5.689                            16.989
 
12/22/2011 12:44:49.755            25.250                              5.692                            16.998 12/22/2011 12:44:50.005            25.500                              5.687                            16.983 12/22/2011 12:44:50.255            25.750                              5.687                            16.980
 
12/22/2011 12:44:50.505            26.000                              5.686                            16.979
 
12/22/2011 12:44:50.755            26.250                              5.688                            16.984
 
12/22/2011 12:44:51.005            26.500                              5.685                            16.976
 
12/22/2011 12:44:51.255            26.750                              5.688                            16.986 12/22/2011 12:44:51.505            27.000                              5.685                            16.975 12/22/2011 12:44:51.755            27.250                              5.688                            16.985
 
12/22/2011 12:44:52.005            27.500                              5.688                            16.986
 
12/22/2011 12:44:52.255            27.750                              5.688                            16.985
 
12/22/2011 12:44:52.505            28.000                              5.687                            16.982
 
12/22/2011 12:44:52.755            28.250                              5.687                            16.981 12/22/2011 12:44:53.005            28.500                              5.686                            16.978 12/22/2011 12:44:53.255            28.750                              5.683                            16.969
 
12/22/2011 12:44:53.505            29.000                              5.684                            16.973
 
12/22/2011 12:44:53.755            29.250                              5.685                            16.974 12/22/2011 12:44:54.005            29.500                              5.689                            16.989 12/22/2011 12:44:54.255            29.750                              5.686                            16.978
 
12/22/2011 12:44:54.505            30.000                              5.687                            16.982 12/22/2011 12:44:54.755            30.250                              5.684                            16.973 12/22/2011 12:44:55.005            30.500                              5.685                            16.977
 
12/22/2011 12:44:55.255            30.750                              5.689                            16.989
 
12/22/2011 12:44:55.505            31.000                              5.690                            16.990
 
12/22/2011 12:44:55.755            31.250                              5.688                            16.984 12/22/2011 12:44:56.005            31.500                              5.690                            16.990 12/22/2011 12:44:56.255            31.750                              5.687                            16.983 12/22/2011 12:44:56.505            32.000                              5.686                            16.978
 
12/22/2011 12:44:56.755            32.250                              5.685                            16.975
 
12/22/2011 12:44:57.005            32.500                              5.684                            16.972
 
12/22/2011 12:44:57.255            32.750                              5.682                            16.967
 
12/22/2011 12:44:57.505            33.000                              5.686                            16.979 12/22/2011 12:44:57.755            33.250                              5.688                            16.984 12/22/2011 12:44:58.005            33.500                              5.683                            16.970
 
12/22/2011 12:44:58.255            33.750                              5.691                            16.994
 
12/22/2011 12:44:58.505            34.000                              5.689                            16.987
 
12/22/2011 12:44:58.755            34.250                              5.689                            16.988
 
12/22/2011 12:44:59.005            34.500                              5.689                            16.988 12/22/2011 12:44:59.255            34.750                              5.691                            16.993 12/22/2011 12:44:59.505            35.000                              5.687                            16.981
 
12/22/2011 12:44:59.755            35.250                              5.685                            16.975
 
12/22/2011 12:45:00.005            35.500                              5.688                            16.985
 
12/22/2011 12:45:00.255            35.750                              5.684                            16.972
 
12/22/2011 12:45:00.505            36.000                              5.686                            16.978 12/22/2011 12:45:00.755            36.250                              5.687                            16.980 12/22/2011 12:45:01.005            36.500                              5.685                            16.977
 
12/22/2011 12:45:01.255            36.750                              5.684                            16.973
 
12/22/2011 12:45:01.505            37.000                              5.685                            16.975
 
12/22/2011 12:45:01.755            37.250                              5.686                            16.980
 
12/22/2011 12:45:02.005            37.500                              5.683                            16.971
 
12/22/2011 12:45:02.255            37.750                              5.685                            16.976 12/22/2011 12:45:02.505            38.000                              5.683                            16.971 12/22/2011 12:45:02.755            38.250                              5.686                            16.978
 
12/22/2011 12:45:03.005            38.500                              5.689                            16.987
 
12/22/2011 12:45:03.255            38.750                              5.687                            16.983
 
12/22/2011 12:45:03.505            39.000                              5.686                            16.980
 
12/22/2011 12:45:03.755            39.250                              5.686                            16.980 12/22/2011 12:45:04.005            39.500                              5.684                            16.972 12/22/2011 12:45:04.255            39.750                              5.686                            16.978
 
12/22/2011 12:45:04.505            40.000                              5.688                            16.984
 
12/22/2011 12:45:04.755            40.250                              5.688                            16.986
 
12/22/2011 12:45:05.005            40.500                              5.686                            16.979
 
12/22/2011 12:45:05.255            40.750                              5.686                            16.979 12/22/2011 12:45:05.505            41.000                              5.686                            16.979 12/22/2011 12:45:05.755            41.250                              5.691                            16.992
 
12/22/2011 12:45:06.005            41.500                              5.690                            16.990 12/22/2011 12:45:06.255            41.750                              5.688                            16.984 12/22/2011 12:45:06.505            42.000                              5.688                            16.986
 
12/22/2011 12:45:06.755            42.250                              5.690                            16.992
 
12/22/2011 12:45:07.005            42.500                              5.691                            16.994 12/22/2011 12:45:07.255            42.750                              5.691                            16.993 12/22/2011 12:45:07.505            43.000                              5.686                            16.978
 
12/22/2011 12:45:07.755            43.250                              5.688                            16.985
 
12/22/2011 12:45:08.005            43.500                              5.681                            16.964 12/22/2011 12:45:08.255            43.750                              5.686                            16.978 12/22/2011 12:45:08.505            44.000                              5.690                            16.990 12/22/2011 12:45:08.755            44.250                              5.686                            16.979 12/22/2011 12:45:09.005            44.500                              5.690                            16.990
 
12/22/2011 12:45:09.255            44.750                              5.687                            16.983
 
12/22/2011 12:45:09.505            45.000                              5.686                            16.979
 
12/22/2011 12:45:09.755            45.250                              5.686                            16.980
 
12/22/2011 12:45:10.005            45.500                              5.686                            16.980 12/22/2011 12:45:10.255            45.750                              5.687                            16.981 12/22/2011 12:45:10.505            46.000                              5.684                            16.972
 
12/22/2011 12:45:10.755            46.250                              5.685                            16.977
 
12/22/2011 12:45:11.005            46.500                              5.685                            16.975
 
12/22/2011 12:45:11.255            46.750                              5.686                            16.980
 
12/22/2011 12:45:11.505            47.000                              5.690                            16.989 12/22/2011 12:45:11.755            47.250                              5.691                            16.993 12/22/2011 12:45:12.005            47.500                              5.690                            16.991
 
12/22/2011 12:45:12.255            47.750                              5.689                            16.987
 
12/22/2011 12:45:12.505            48.000                              5.687                            16.983
 
12/22/2011 12:45:12.755            48.250                              5.685                            16.975
 
12/22/2011 12:45:13.005            48.500                              5.685                            16.976 12/22/2011 12:45:13.255            48.750                              5.685                            16.976 12/22/2011 12:45:13.505            49.000                              5.686                            16.978
 
12/22/2011 12:45:13.755            49.250                              5.685                            16.975
 
12/22/2011 12:45:14.005            49.500                              5.687                            16.982 12/22/2011 12:45:14.255            49.750                              5.684                            16.973 12/22/2011 12:45:14.505            50.000                              5.688                            16.984
 
12/22/2011 12:45:14.755            50.250                              5.686                            16.978 12/22/2011 12:45:15.005            50.500                              5.687                            16.982 12/22/2011 12:45:15.255            50.750                              5.686                            16.980
 
12/22/2011 12:45:15.505            51.000                              5.689                            16.987
 
12/22/2011 12:45:15.755            51.250                              5.690                            16.990
 
12/22/2011 12:45:16.005            51.500                              5.691                            16.995 12/22/2011 12:45:16.255            51.750                              5.685                            16.976 12/22/2011 12:45:16.515            52.010                              5.686                            16.978 12/22/2011 12:45:16.755            52.250                              5.687                            16.982
 
12/22/2011 12:45:17.005            52.500                              5.686                            16.979
 
12/22/2011 12:45:17.255            52.750                              5.689                            16.989
 
12/22/2011 12:45:17.505            53.000                              5.688                            16.985
 
12/22/2011 12:45:17.755            53.250                              5.688                            16.985 12/22/2011 12:45:18.005            53.500                              5.687                            16.981 12/22/2011 12:45:18.255            53.750                              5.688                            16.984
 
12/22/2011 12:45:18.505            54.000                              5.686                            16.979
 
12/22/2011 12:45:18.755            54.250                              5.684                            16.974
 
12/22/2011 12:45:19.005            54.500                              5.688                            16.986
 
12/22/2011 12:45:19.255            54.750                              5.688                            16.983 12/22/2011 12:45:19.505            55.000                              5.691                            16.992 12/22/2011 12:45:19.755            55.250                              5.685                            16.974
 
12/22/2011 12:45:20.005            55.500                              5.687                            16.981
 
12/22/2011 12:45:20.255            55.750                              5.686                            16.979
 
12/22/2011 12:45:20.505            56.000                              5.686                            16.980
 
12/22/2011 12:45:20.755            56.250                              5.689                            16.989 12/22/2011 12:45:21.005            56.500                              5.686                            16.980 12/22/2011 12:45:21.255            56.750                              5.683                            16.970
 
12/22/2011 12:45:21.505            57.000                              5.685                            16.975
 
12/22/2011 12:45:21.755            57.250                              5.687                            16.981
 
12/22/2011 12:45:22.005            57.500                              5.685                            16.975
 
12/22/2011 12:45:22.255            57.750                              5.688                            16.986
 
12/22/2011 12:45:22.505            58.000                              5.686                            16.978 12/22/2011 12:45:22.755            58.250                              5.684                            16.974 12/22/2011 12:45:23.005            58.500                              5.684                            16.972
 
12/22/2011 12:45:23.255            58.750                              5.685                            16.975
 
12/22/2011 12:45:23.505            59.000                              5.686                            16.979
 
12/22/2011 12:45:23.755            59.250                              5.688                            16.985
 
12/22/2011 12:45:24.005            59.500                              5.687                            16.981 12/22/2011 12:45:24.255            59.750                              5.685                            16.975 12/22/2011 12:45:24.505            60.000                              5.690                            16.989
 
12/22/2011 12:45:24.755            60.250                              5.688                            16.986
 
12/22/2011 12:45:25.005            60.500                              5.688                            16.985
 
12/22/2011 12:45:25.255            60.750                              5.686                            16.979
 
12/22/2011 12:45:25.505            61.000                              5.690                            16.992 12/22/2011 12:45:25.755            61.250                              5.688                            16.984 12/22/2011 12:45:26.005            61.500                              5.686                            16.980
 
12/22/2011 12:45:26.255            61.750                              5.684                            16.972 12/22/2011 12:45:26.505            62.000                              5.686                            16.980 12/22/2011 12:45:26.755            62.250                              5.689                            16.987
 
12/22/2011 12:45:27.005            62.500                              5.691                            16.994
 
12/22/2011 12:45:27.255            62.750                              5.692                            16.997 12/22/2011 12:45:27.505            63.000                              5.689                            16.989 12/22/2011 12:45:27.755            63.250                              5.688                            16.986
 
12/22/2011 12:45:28.005            63.500                              5.685                            16.976
 
12/22/2011 12:45:28.255            63.750                              5.685                            16.975 12/22/2011 12:45:28.505            64.000                              5.687                            16.981 12/22/2011 12:45:28.755            64.250                              5.684                            16.972 12/22/2011 12:45:29.005            64.500                              5.681                            16.965 12/22/2011 12:45:29.255            64.750                              5.690                            16.991
 
12/22/2011 12:45:29.505            65.000                              5.688                            16.983
 
12/22/2011 12:45:29.755            65.250                              5.689                            16.987
 
12/22/2011 12:45:30.005            65.500                              5.689                            16.987
 
12/22/2011 12:45:30.255            65.750                              5.687                            16.981 12/22/2011 12:45:30.505            66.000                              5.687                            16.981 12/22/2011 12:45:30.755            66.250                              5.689                            16.986
 
12/22/2011 12:45:31.005            66.500                              5.689                            16.987
 
12/22/2011 12:45:31.255            66.750                              5.683                            16.971
 
12/22/2011 12:45:31.505            67.000                              5.685                            16.975
 
12/22/2011 12:45:31.755            67.250                              5.686                            16.979 12/22/2011 12:45:32.005            67.500                              5.687                            16.981 12/22/2011 12:45:32.255            67.750                              5.686                            16.980
 
12/22/2011 12:45:32.505            68.000                              5.687                            16.980
 
12/22/2011 12:45:32.755            68.250                              5.686                            16.977
 
12/22/2011 12:45:33.005            68.500                              5.688                            16.986
 
12/22/2011 12:45:33.255            68.750                              5.688                            16.986 12/22/2011 12:45:33.505            69.000                              5.687                            16.982 12/22/2011 12:45:33.755            69.250                              5.685                            16.977
 
12/22/2011 12:45:34.005            69.500                              5.687                            16.982
 
12/22/2011 12:45:34.255            69.750                              5.686                            16.980 12/22/2011 12:45:34.505            70.000                              5.688                            16.984 12/22/2011 12:45:34.755            70.250                              5.686                            16.979
 
12/22/2011 12:45:35.005            70.500                              5.687                            16.982 12/22/2011 12:45:35.255            70.750                              5.688                            16.986 12/22/2011 12:45:35.505            71.000                              5.687                            16.982
 
12/22/2011 12:45:35.755            71.250                              5.689                            16.989
 
12/22/2011 12:45:36.005            71.500                              5.688                            16.984
 
12/22/2011 12:45:36.255            71.750                              5.689                            16.987 12/22/2011 12:45:36.505            72.000                              5.687                            16.980 12/22/2011 12:45:36.755            72.250                              5.688                            16.986 12/22/2011 12:45:37.005            72.500                              5.688                            16.985
 
12/22/2011 12:45:37.255            72.750                              5.687                            16.982
 
12/22/2011 12:45:37.505            73.000                              5.689                            16.989
 
12/22/2011 12:45:37.760            73.255                              5.687                            16.982
 
12/22/2011 12:45:38.005            73.500                              5.683                            16.971 12/22/2011 12:45:38.255            73.750                              5.509                            16.450 12/22/2011 12:45:38.505            74.000                              5.284                            15.777
 
12/22/2011 12:45:38.755            74.250                              5.612                            16.757
 
12/22/2011 12:45:39.005            74.500                              5.524                            16.494
 
12/22/2011 12:45:39.255            74.750                              5.786                            17.278
 
12/22/2011 12:45:39.505            75.000                              5.595                            16.707 12/22/2011 12:45:39.755            75.250                              5.505                            16.440 12/22/2011 12:45:40.005            75.500                              5.479                            16.362
 
12/22/2011 12:45:40.255            75.750                              5.538                            16.536
 
12/22/2011 12:45:40.505            76.000                              5.575                            16.647
 
12/22/2011 12:45:40.755            76.250                              5.599                            16.720
 
12/22/2011 12:45:41.005            76.500                              5.615                            16.768 12/22/2011 12:45:41.255            76.750                              5.629                            16.809 12/22/2011 12:45:41.505            77.000                              5.643                            16.851
 
12/22/2011 12:45:41.755            77.250                              5.651                            16.876
 
12/22/2011 12:45:42.005            77.500                              5.661                            16.903
 
12/22/2011 12:45:42.255            77.750                              5.665                            16.916
 
12/22/2011 12:45:42.505            78.000                              5.666                            16.919
 
12/22/2011 12:45:42.755            78.250                              5.670                            16.932 12/22/2011 12:45:43.005            78.500                              5.670                            16.932 12/22/2011 12:45:43.255            78.750                              5.673                            16.940
 
12/22/2011 12:45:43.505            79.000                              5.670                            16.932
 
12/22/2011 12:45:43.755            79.250                              5.672                            16.936
 
12/22/2011 12:45:44.005            79.500                              5.670                            16.932
 
12/22/2011 12:45:44.255            79.750                              5.676                            16.949 12/22/2011 12:45:44.505            80.000                              5.673                            16.939 12/22/2011 12:45:44.755            80.250                              5.677                            16.951
 
12/22/2011 12:45:45.005            80.500                              5.656                            16.890
 
12/22/2011 12:45:45.255            80.750                              5.639                            16.839
 
12/22/2011 12:45:45.505            81.000                              5.642                            16.846
 
12/22/2011 12:45:45.755            81.250                              5.651                            16.876 12/22/2011 12:45:46.005            81.500                              5.657                            16.892 12/22/2011 12:45:46.255            81.750                              5.663                            16.910
 
12/22/2011 12:45:46.505            82.000                              5.666                            16.918 12/22/2011 12:45:46.755            82.250                              5.666                            16.918 12/22/2011 12:45:47.005            82.500                              5.670                            16.931
 
12/22/2011 12:45:47.255            82.750                              5.670                            16.931
 
12/22/2011 12:45:47.505            83.000                              5.675                            16.946 12/22/2011 12:45:47.755            83.250                              5.673                            16.940 12/22/2011 12:45:48.005            83.500                              5.676                            16.949
 
12/22/2011 12:45:48.255            83.750                              5.679                            16.959
 
12/22/2011 12:45:48.505            84.000                              5.673                            16.941 12/22/2011 12:45:48.755            84.250                              5.677                            16.951 12/22/2011 12:45:49.005            84.500                              5.676                            16.949 12/22/2011 12:45:49.255            84.750                              5.676                            16.949 12/22/2011 12:45:49.505            85.000                              5.675                            16.945
 
12/22/2011 12:45:49.755            85.250                              5.677                            16.953
 
12/22/2011 12:45:50.005            85.500                              5.679                            16.959
 
12/22/2011 12:45:50.255            85.750                              5.677                            16.951
 
12/22/2011 12:45:50.505            86.000                              5.675                            16.945 12/22/2011 12:45:50.755            86.250                              5.673                            16.941 12/22/2011 12:45:51.005            86.500                              5.678                            16.956
 
12/22/2011 12:45:51.255            86.750                              5.676                            16.948
 
12/22/2011 12:45:51.505            87.000                              5.678                            16.956
 
12/22/2011 12:45:51.755            87.250                              5.675                            16.947
 
12/22/2011 12:45:52.005            87.500                              5.675                            16.945 12/22/2011 12:45:52.255            87.750                              5.677                            16.951 12/22/2011 12:45:52.505            88.000                              5.678                            16.955
 
12/22/2011 12:45:52.755            88.250                              5.677                            16.951
 
12/22/2011 12:45:53.005            88.500                              5.677                            16.953
 
12/22/2011 12:45:53.255            88.750                              5.677                            16.953
 
12/22/2011 12:45:53.505            89.000                              5.676                            16.948 12/22/2011 12:45:53.755            89.250                              5.676                            16.950 12/22/2011 12:45:54.005            89.500                              5.680                            16.961
 
12/22/2011 12:45:54.255            89.750                              5.678                            16.955
 
12/22/2011 12:45:54.505            90.000                              5.678                            16.955 12/22/2011 12:45:54.755            90.250                              5.680                            16.960 12/22/2011 12:45:55.005            90.500                              5.675                            16.947
 
12/22/2011 12:45:55.255            90.750                              5.678                            16.956 12/22/2011 12:45:55.505            91.000                              5.677                            16.951 12/22/2011 12:45:55.755            91.250                              5.679                            16.959
 
12/22/2011 12:45:56.005            91.500                              5.679                            16.958
 
12/22/2011 12:45:56.255            91.750                              5.674                            16.943
 
12/22/2011 12:45:56.505            92.000                              5.679                            16.957 12/22/2011 12:45:56.755            92.250                              5.678                            16.955 12/22/2011 12:45:57.005            92.500                              5.679                            16.957 12/22/2011 12:45:57.255            92.750                              5.675                            16.947
 
12/22/2011 12:45:57.505            93.000                              5.679                            16.958
 
12/22/2011 12:45:57.755            93.250                              5.675                            16.946
 
12/22/2011 12:45:58.005            93.500                              5.676                            16.949
 
12/22/2011 12:45:58.255            93.750                              5.678                            16.956 12/22/2011 12:45:58.505            94.000                              5.677                            16.953 12/22/2011 12:45:58.755            94.250                              5.674                            16.942
 
12/22/2011 12:45:59.008            94.503                              5.679                            16.958
 
12/22/2011 12:45:59.255            94.750                              5.679                            16.957
 
12/22/2011 12:45:59.505            95.000                              5.679                            16.959
 
12/22/2011 12:45:59.755            95.250                              5.678                            16.955 12/22/2011 12:46:00.005            95.500                              5.680                            16.961 12/22/2011 12:46:00.255            95.750                              5.681                            16.965
 
12/22/2011 12:46:00.505            96.000                              5.678                            16.956
 
12/22/2011 12:46:00.755            96.250                              5.674                            16.942
 
12/22/2011 12:46:01.005            96.500                              5.680                            16.960
 
12/22/2011 12:46:01.255            96.750                              5.676                            16.949 12/22/2011 12:46:01.505            97.000                              5.679                            16.958 12/22/2011 12:46:01.755            97.250                              5.674                            16.943
 
12/22/2011 12:46:02.005            97.500                              5.677                            16.953
 
12/22/2011 12:46:02.255            97.750                              5.677                            16.953
 
12/22/2011 12:46:02.505            98.000                              5.680                            16.961
 
12/22/2011 12:46:02.755            98.250                              5.676                            16.949
 
12/22/2011 12:46:03.005            98.500                              5.677                            16.951 12/22/2011 12:46:03.255            98.750                              5.677                            16.952 12/22/2011 12:46:03.505            99.000                              5.678                            16.954
 
12/22/2011 12:46:03.755            99.250                              5.680                            16.960
 
12/22/2011 12:46:04.005            99.500                              5.680                            16.962
 
12/22/2011 12:46:04.255            99.750                              5.678                            16.956
 
12/22/2011 12:46:04.505          100.000                              5.681                            16.963 12/22/2011 12:46:04.755          100.250                              5.679                            16.958 12/22/2011 12:46:05.005          100.500                              5.682                            16.968
 
12/22/2011 12:46:05.255          100.750                              5.682                            16.966
 
12/22/2011 12:46:05.505          101.000                              5.679                            16.959
 
12/22/2011 12:46:05.755          101.250                              5.681                            16.963
 
12/22/2011 12:46:06.005          101.500                              5.678                            16.954 12/22/2011 12:46:06.255          101.750                              5.681                            16.965 12/22/2011 12:46:06.505          102.000                              5.678                            16.954
 
12/22/2011 12:46:06.755          102.250                              5.678                            16.955 12/22/2011 12:46:07.005          102.500                              5.675                            16.947 12/22/2011 12:46:07.255          102.750                              5.677                            16.951
 
12/22/2011 12:46:07.505          103.000                              5.678                            16.955
 
12/22/2011 12:46:07.755          103.250                              5.678                            16.955 12/22/2011 12:46:08.005          103.500                              5.680                            16.960 12/22/2011 12:46:08.255          103.750                              5.678                            16.954
 
12/22/2011 12:46:08.505          104.000                              5.681                            16.964
 
12/22/2011 12:46:08.755          104.250                              5.678                            16.955 12/22/2011 12:46:09.005          104.500                              5.679                            16.958 12/22/2011 12:46:09.255          104.750                              5.680                            16.961 12/22/2011 12:46:09.505          105.000                              5.689                            16.988 12/22/2011 12:46:09.755          105.250                              5.683                            16.971
 
12/22/2011 12:46:10.005          105.500                              5.680                            16.962
 
12/22/2011 12:46:10.255          105.750                              5.680                            16.960
 
12/22/2011 12:46:10.505          106.000                              5.681                            16.964
 
12/22/2011 12:46:10.755          106.250                              5.676                            16.950 12/22/2011 12:46:11.005          106.500                              5.681                            16.964 12/22/2011 12:46:11.255          106.750                              5.680                            16.960
 
12/22/2011 12:46:11.505          107.000                              5.682                            16.967
 
12/22/2011 12:46:11.755          107.250                              5.679                            16.959
 
12/22/2011 12:46:12.005          107.500                              5.678                            16.955
 
12/22/2011 12:46:12.255          107.750                              5.680                            16.962 12/22/2011 12:46:12.505          108.000                              5.677                            16.951 12/22/2011 12:46:12.755          108.250                              5.674                            16.943
 
12/22/2011 12:46:13.005          108.500                              5.681                            16.963
 
12/22/2011 12:46:13.255          108.750                              5.680                            16.960
 
12/22/2011 12:46:13.505          109.000                              5.682                            16.968
 
12/22/2011 12:46:13.755          109.250                              5.679                            16.959 12/22/2011 12:46:14.005          109.500                              5.681                            16.963 12/22/2011 12:46:14.255          109.750                              5.680                            16.962
 
12/22/2011 12:46:14.505          110.000                              5.681                            16.963
 
12/22/2011 12:46:14.755          110.250                              5.680                            16.960 12/22/2011 12:46:15.005          110.500                              5.680                            16.962 12/22/2011 12:46:15.255          110.750                              5.679                            16.959
 
12/22/2011 12:46:15.505          111.000                              5.676                            16.950 12/22/2011 12:46:15.755          111.250                              5.678                            16.956 12/22/2011 12:46:16.005          111.500                              5.676                            16.950
 
12/22/2011 12:46:16.255          111.750                              5.671                            16.935
 
12/22/2011 12:46:16.505          112.000                              5.679                            16.958
 
12/22/2011 12:46:16.755          112.250                              5.679                            16.958 12/22/2011 12:46:17.005          112.500                              5.678                            16.955 12/22/2011 12:46:17.255          112.750                              5.680                            16.960 12/22/2011 12:46:17.505          113.000                              5.679                            16.959
 
12/22/2011 12:46:17.755          113.250                              5.680                            16.961
 
12/22/2011 12:46:18.005          113.500                              5.678                            16.954
 
12/22/2011 12:46:18.255          113.750                              5.679                            16.958
 
12/22/2011 12:46:18.505          114.000                              5.679                            16.957 12/22/2011 12:46:18.755          114.250                              5.679                            16.959 12/22/2011 12:46:19.005          114.500                              5.677                            16.953
 
12/22/2011 12:46:19.255          114.750                              5.680                            16.961
 
12/22/2011 12:46:19.505          115.000                              5.678                            16.955
 
12/22/2011 12:46:19.755          115.250                              5.679                            16.958
 
12/22/2011 12:46:20.005          115.500                              5.681                            16.965 12/22/2011 12:46:20.255          115.750                              5.676                            16.948 12/22/2011 12:46:20.505          116.000                              5.681                            16.963
 
12/22/2011 12:46:20.755          116.250                              5.682                            16.967
 
12/22/2011 12:46:21.005          116.500                              5.683                            16.970
 
12/22/2011 12:46:21.255          116.750                              5.676                            16.950
 
12/22/2011 12:46:21.505          117.000                              5.677                            16.953 12/22/2011 12:46:21.755          117.250                              5.678                            16.956 12/22/2011 12:46:22.005          117.500                              5.677                            16.953
 
12/22/2011 12:46:22.255          117.750                              5.678                            16.954
 
12/22/2011 12:46:22.505          118.000                              5.682                            16.967
 
12/22/2011 12:46:22.755          118.250                              5.680                            16.960
 
12/22/2011 12:46:23.005          118.500                              5.682                            16.968
 
12/22/2011 12:46:23.255          118.750                              5.683                            16.969 12/22/2011 12:46:23.505          119.000                              5.681                            16.964 12/22/2011 12:46:23.755          119.250                              5.677                            16.951
 
12/22/2011 12:46:24.005          119.500                              5.682                            16.966
 
12/22/2011 12:46:24.255          119.750                              5.678                            16.954
 
12/22/2011 12:46:24.505          120.000                              5.680                            16.960
 
12/22/2011 12:46:24.755          120.250                              5.679                            16.958 12/22/2011 12:46:25.005          120.500                              5.680                            16.960 12/22/2011 12:46:25.255          120.750                              5.677                            16.951
 
12/22/2011 12:46:25.505          121.000                              5.678                            16.954
 
12/22/2011 12:46:25.755          121.250                              5.679                            16.958
 
12/22/2011 12:46:26.005          121.500                              5.681                            16.964
 
12/22/2011 12:46:26.255          121.750                              5.679                            16.959 12/22/2011 12:46:26.505          122.000                              5.675                            16.945 12/22/2011 12:46:26.755          122.250                              5.679                            16.957
 
12/22/2011 12:46:27.005          122.500                              5.677                            16.953 12/22/2011 12:46:27.255          122.750                              5.676                            16.950 12/22/2011 12:46:27.505          123.000                              5.677                            16.952
 
12/22/2011 12:46:27.755          123.250                              5.680                            16.961
 
12/22/2011 12:46:28.005          123.500                              5.678                            16.956 12/22/2011 12:46:28.255          123.750                              5.679                            16.958 12/22/2011 12:46:28.505          124.000                              5.679                            16.958
 
12/22/2011 12:46:28.755          124.250                              5.680                            16.960
 
12/22/2011 12:46:29.005          124.500                              5.681                            16.965 12/22/2011 12:46:29.255          124.750                              5.683                            16.969 12/22/2011 12:46:29.505          125.000                              5.681                            16.964 12/22/2011 12:46:29.755          125.250                              5.683                            16.970 12/22/2011 12:46:30.005          125.500                              5.683                            16.970
 
12/22/2011 12:46:30.255          125.750                              5.679                            16.957
 
12/22/2011 12:46:30.505          126.000                              5.682                            16.966
 
12/22/2011 12:46:30.755          126.250                              5.692                            16.997
 
12/22/2011 12:46:31.005          126.500                              5.680                            16.961 12/22/2011 12:46:31.255          126.750                              5.679                            16.959 12/22/2011 12:46:31.505          127.000                              5.680                            16.962
 
12/22/2011 12:46:31.755          127.250                              5.682                            16.968
 
12/22/2011 12:46:32.005          127.500                              5.679                            16.958
 
12/22/2011 12:46:32.255          127.750                              5.682                            16.966
 
12/22/2011 12:46:32.505          128.000                              5.677                            16.953 12/22/2011 12:46:32.755          128.250                              5.681                            16.965 12/22/2011 12:46:33.005          128.500                              5.681                            16.963
 
12/22/2011 12:46:33.255          128.750                              5.683                            16.969
 
12/22/2011 12:46:33.505          129.000                              5.682                            16.968
 
12/22/2011 12:46:33.755          129.250                              5.681                            16.963
 
12/22/2011 12:46:34.005          129.500                              5.683                            16.969 12/22/2011 12:46:34.255          129.750                              5.682                            16.968 12/22/2011 12:46:34.505          130.000                              5.683                            16.971
 
12/22/2011 12:46:34.755          130.250                              5.679                            16.958
 
12/22/2011 12:46:35.005          130.500                              5.682                            16.967 12/22/2011 12:46:35.255          130.750                              5.682                            16.966 12/22/2011 12:46:35.505          131.000                              5.681                            16.963
 
12/22/2011 12:46:35.755          131.250                              5.680                            16.960 12/22/2011 12:46:36.005          131.500                              5.677                            16.951 12/22/2011 12:46:36.255          131.750                              5.682                            16.967
 
12/22/2011 12:46:36.505          132.000                              5.679                            16.959
 
12/22/2011 12:46:36.755          132.250                              5.682                            16.967
 
12/22/2011 12:46:37.005          132.500                              5.679                            16.959 12/22/2011 12:46:37.255          132.750                              5.681                            16.964 12/22/2011 12:46:37.505          133.000                              5.682                            16.966 12/22/2011 12:46:37.755          133.250                              5.684                            16.974
 
12/22/2011 12:46:38.005          133.500                              5.682                            16.966
 
12/22/2011 12:46:38.255          133.750                              5.681                            16.963
 
12/22/2011 12:46:38.505          134.000                              5.681                            16.963
 
12/22/2011 12:46:38.755          134.250                              5.680                            16.960 12/22/2011 12:46:39.005          134.500                              5.677                            16.953 12/22/2011 12:46:39.255          134.750                              5.678                            16.954
 
12/22/2011 12:46:39.505          135.000                              5.678                            16.956
 
12/22/2011 12:46:39.755          135.250                              5.679                            16.957
 
12/22/2011 12:46:40.005          135.500                              5.680                            16.961
 
12/22/2011 12:46:40.255          135.750                              5.680                            16.961 12/22/2011 12:46:40.505          136.000                              5.681                            16.963 12/22/2011 12:46:40.755          136.250                              5.680                            16.961
 
12/22/2011 12:46:41.005          136.500                              5.679                            16.957
 
12/22/2011 12:46:41.255          136.750                              5.680                            16.960
 
12/22/2011 12:46:41.505          137.000                              5.679                            16.958
 
12/22/2011 12:46:41.755          137.250                              5.680                            16.961 12/22/2011 12:46:42.005          137.500                              5.682                            16.966 12/22/2011 12:46:42.255          137.750                              5.679                            16.958
 
12/22/2011 12:46:42.505          138.000                              5.680                            16.962
 
12/22/2011 12:46:42.755          138.250                              5.681                            16.964
 
12/22/2011 12:46:43.005          138.500                              5.681                            16.963
 
12/22/2011 12:46:43.255          138.750                              5.680                            16.962
 
12/22/2011 12:46:43.505          139.000                              5.679                            16.959 12/22/2011 12:46:43.755          139.250                              5.678                            16.954 12/22/2011 12:46:44.005          139.500                              5.677                            16.953
 
12/22/2011 12:46:44.255          139.750                              5.678                            16.955
 
12/22/2011 12:46:44.505          140.000                              5.680                            16.960
 
12/22/2011 12:46:44.755          140.250                              5.679                            16.958
 
12/22/2011 12:46:45.005          140.500                              5.681                            16.963 12/22/2011 12:46:45.255          140.750                              5.679                            16.957 12/22/2011 12:46:45.505          141.000                              5.678                            16.956
 
12/22/2011 12:46:45.755          141.250                              5.679                            16.959
 
12/22/2011 12:46:46.005          141.500                              5.679                            16.959
 
12/22/2011 12:46:46.255          141.750                              5.678                            16.954
 
12/22/2011 12:46:46.505          142.000                              5.678                            16.955 12/22/2011 12:46:46.755          142.250                              5.681                            16.963 12/22/2011 12:46:47.005          142.500                              5.680                            16.960
 
12/22/2011 12:46:47.255          142.750                              5.680                            16.961 12/22/2011 12:46:47.505          143.000                              5.678                            16.954 12/22/2011 12:46:47.755          143.250                              5.680                            16.961
 
12/22/2011 12:46:48.005          143.500                              5.680                            16.961
 
12/22/2011 12:46:48.255          143.750                              5.680                            16.962 12/22/2011 12:46:48.505          144.000                              5.681                            16.963 12/22/2011 12:46:48.755          144.250                              5.679                            16.958
 
12/22/2011 12:46:49.005          144.500                              5.679                            16.958
 
12/22/2011 12:46:49.255          144.750                              5.678                            16.954 12/22/2011 12:46:49.505          145.000                              5.677                            16.953 12/22/2011 12:46:49.755          145.250                              5.676                            16.949 12/22/2011 12:46:50.005          145.500                              5.677                            16.952 12/22/2011 12:46:50.255          145.750                              5.678                            16.954
 
12/22/2011 12:46:50.505          146.000                              5.679                            16.959
 
12/22/2011 12:46:50.755          146.250                              5.680                            16.962
 
12/22/2011 12:46:51.005          146.500                              5.679                            16.959
 
12/22/2011 12:46:51.255          146.750                              5.681                            16.964 12/22/2011 12:46:51.505          147.000                              5.679                            16.959 12/22/2011 12:46:51.755          147.250                              5.681                            16.963
 
12/22/2011 12:46:52.005          147.500                              5.693                            16.999
 
12/22/2011 12:46:52.255          147.750                              5.680                            16.960
 
12/22/2011 12:46:52.505          148.000                              5.678                            16.955
 
12/22/2011 12:46:52.755          148.250                              5.679                            16.957 12/22/2011 12:46:53.005          148.500                              5.680                            16.961 12/22/2011 12:46:53.255          148.750                              5.679                            16.959
 
12/22/2011 12:46:53.505          149.000                              5.680                            16.961
 
12/22/2011 12:46:53.755          149.250                              5.677                            16.952
 
12/22/2011 12:46:54.005          149.500                              5.681                            16.963
 
12/22/2011 12:46:54.255          149.750                              5.680                            16.960 12/22/2011 12:46:54.505          150.000                              5.676                            16.950 12/22/2011 12:46:54.755          150.250                              5.678                            16.956
 
12/22/2011 12:46:55.005          150.500                              5.679                            16.958
 
12/22/2011 12:46:55.255          150.750                              5.683                            16.971 12/22/2011 12:46:55.505          151.000                              5.680                            16.962 12/22/2011 12:46:55.755          151.250                              5.680                            16.962
 
12/22/2011 12:46:56.005          151.500                              5.680                            16.961 12/22/2011 12:46:56.255          151.750                              5.679                            16.959 12/22/2011 12:46:56.505          152.000                              5.683                            16.970
 
12/22/2011 12:46:56.755          152.250                              5.682                            16.966
 
12/22/2011 12:46:57.005          152.500                              5.682                            16.966
 
12/22/2011 12:46:57.255          152.750                              5.682                            16.968 12/22/2011 12:46:57.505          153.000                              6.467                            19.311 12/22/2011 12:46:57.755          153.250                              6.112                            18.250 12/22/2011 12:46:58.005          153.500                              5.789                            17.288
 
12/22/2011 12:46:58.255          153.750                              5.731                            17.113
 
12/22/2011 12:46:58.505          154.000                              5.736                            17.127
 
12/22/2011 12:46:58.755          154.250                              5.740                            17.141
 
12/22/2011 12:46:59.005          154.500                              5.726                            17.100 12/22/2011 12:46:59.255          154.750                              5.721                            17.085 12/22/2011 12:46:59.505          155.000                              5.712                            17.058
 
12/22/2011 12:46:59.755          155.250                              5.709                            17.047
 
12/22/2011 12:47:00.005          155.500                              5.700                            17.022
 
12/22/2011 12:47:00.255          155.750                              5.696                            17.009
 
12/22/2011 12:47:00.505          156.000                              5.693                            17.001 12/22/2011 12:47:00.755          156.250                              5.687                            16.983 12/22/2011 12:47:01.005          156.500                              5.689                            16.987
 
12/22/2011 12:47:01.255          156.750                              5.686                            16.979
 
12/22/2011 12:47:01.505          157.000                              5.681                            16.965
 
12/22/2011 12:47:01.755          157.250                              5.685                            16.975
 
12/22/2011 12:47:02.005          157.500                              5.683                            16.970 12/22/2011 12:47:02.255          157.750                              5.682                            16.967 12/22/2011 12:47:02.505          158.000                              5.681                            16.963
 
12/22/2011 12:47:02.760          158.255                              5.683                            16.970
 
12/22/2011 12:47:03.005          158.500                              5.683                            16.970
 
12/22/2011 12:47:03.255          158.750                              5.679                            16.958
 
12/22/2011 12:47:03.505          159.000                              5.681                            16.965
 
12/22/2011 12:47:03.755          159.250                              5.682                            16.968 12/22/2011 12:47:04.005          159.500                              5.682                            16.967 12/22/2011 12:47:04.255          159.750                              5.683                            16.971
 
12/22/2011 12:47:04.505          160.000                              5.683                            16.969
 
12/22/2011 12:47:04.755          160.250                              5.681                            16.964
 
12/22/2011 12:47:05.005          160.500                              5.683                            16.970
 
12/22/2011 12:47:05.255          160.750                              5.682                            16.966 12/22/2011 12:47:05.505          161.000                              5.677                            16.953 12/22/2011 12:47:05.755          161.250                              5.680                            16.960
 
12/22/2011 12:47:06.005          161.500                              5.678                            16.956
 
12/22/2011 12:47:06.255          161.750                              5.682                            16.966
 
12/22/2011 12:47:06.505          162.000                              5.682                            16.967
 
12/22/2011 12:47:06.755          162.250                              5.682                            16.968 12/22/2011 12:47:07.005          162.500                              5.679                            16.959 12/22/2011 12:47:07.255          162.750                              5.680                            16.962
 
12/22/2011 12:47:07.505          163.000                              5.678                            16.955 12/22/2011 12:47:07.755          163.250                              5.679                            16.957 12/22/2011 12:47:08.005          163.500                              5.680                            16.962
 
12/22/2011 12:47:08.255          163.750                              5.680                            16.961
 
12/22/2011 12:47:08.505          164.000                              5.676                            16.949 12/22/2011 12:47:08.755          164.250                              5.677                            16.953 12/22/2011 12:47:09.005          164.500                              5.678                            16.955
 
12/22/2011 12:47:09.255          164.750                              5.679                            16.959
 
12/22/2011 12:47:09.505          165.000                              5.677                            16.952 12/22/2011 12:47:09.755          165.250                              5.679                            16.958 12/22/2011 12:47:10.005          165.500                              5.675                            16.945 12/22/2011 12:47:10.255          165.750                              5.680                            16.960 12/22/2011 12:47:10.505          166.000                              5.678                            16.954
 
12/22/2011 12:47:10.755          166.250                              5.676                            16.950
 
12/22/2011 12:47:11.005          166.500                              5.678                            16.955
 
12/22/2011 12:47:11.255          166.750                              5.682                            16.966
 
12/22/2011 12:47:11.505          167.000                              5.680                            16.961 12/22/2011 12:47:11.755          167.250                              5.680                            16.961 12/22/2011 12:47:12.005          167.500                              5.680                            16.962
 
12/22/2011 12:47:12.255          167.750                              5.680                            16.960
 
12/22/2011 12:47:12.505          168.000                              5.679                            16.959
 
12/22/2011 12:47:12.755          168.250                              5.676                            16.948
 
12/22/2011 12:47:13.005          168.500                              5.678                            16.956 12/22/2011 12:47:13.255          168.750                              5.682                            16.968 12/22/2011 12:47:13.505          169.000                              5.677                            16.953
 
12/22/2011 12:47:13.755          169.250                              5.681                            16.964
 
12/22/2011 12:47:14.005          169.500                              5.683                            16.969
 
12/22/2011 12:47:14.255          169.750                              5.682                            16.966
 
12/22/2011 12:47:14.505          170.000                              5.681                            16.964 12/22/2011 12:47:14.755          170.250                              5.680                            16.960 12/22/2011 12:47:15.005          170.500                              5.682                            16.967
 
12/22/2011 12:47:15.255          170.750                              5.680                            16.961
 
12/22/2011 12:47:15.505          171.000                              5.681                            16.964 12/22/2011 12:47:15.755          171.250                              5.680                            16.960 12/22/2011 12:47:16.005          171.500                              5.678                            16.956
 
12/22/2011 12:47:16.255          171.750                              5.680                            16.962 12/22/2011 12:47:16.505          172.000                              5.676                            16.948 12/22/2011 12:47:16.755          172.250                              5.679                            16.959
 
12/22/2011 12:47:17.005          172.500                              5.678                            16.956
 
12/22/2011 12:47:17.255          172.750                              5.680                            16.962
 
12/22/2011 12:47:17.505          173.000                              5.682                            16.966 12/22/2011 12:47:17.755          173.250                              5.679                            16.959 12/22/2011 12:47:18.005          173.500                              5.682                            16.967 12/22/2011 12:47:18.255          173.750                              5.678                            16.954
 
12/22/2011 12:47:18.505          174.000                              5.679                            16.958
 
12/22/2011 12:47:18.755          174.250                              5.682                            16.967
 
12/22/2011 12:47:19.005          174.500                              5.681                            16.965
 
12/22/2011 12:47:19.255          174.750                              5.681                            16.964 12/22/2011 12:47:19.505          175.000                              5.681                            16.963 12/22/2011 12:47:19.755          175.250                              5.677                            16.953
 
12/22/2011 12:47:20.005          175.500                              5.682                            16.968
 
12/22/2011 12:47:20.255          175.750                              5.679                            16.958
 
12/22/2011 12:47:20.505          176.000                              5.682                            16.966
 
12/22/2011 12:47:20.755          176.250                              5.679                            16.957 12/22/2011 12:47:21.005          176.500                              5.681                            16.965 12/22/2011 12:47:21.255          176.750                              5.678                            16.955
 
12/22/2011 12:47:21.505          177.000                              5.678                            16.955
 
12/22/2011 12:47:21.755          177.250                              5.679                            16.959
 
12/22/2011 12:47:22.005          177.500                              5.681                            16.963
 
12/22/2011 12:47:22.255          177.750                              5.676                            16.950 12/22/2011 12:47:22.505          178.000                              5.676                            16.950 12/22/2011 12:47:22.755          178.250                              5.681                            16.964
 
12/22/2011 12:47:23.005          178.500                              5.679                            16.959
 
12/22/2011 12:47:23.255          178.750                              5.683                            16.969
 
12/22/2011 12:47:23.505          179.000                              5.678                            16.956
 
12/22/2011 12:47:23.755          179.250                              5.680                            16.960
 
12/22/2011 12:47:24.006          179.501                              5.678                            16.955 12/22/2011 12:47:24.255          179.750                              5.679                            16.958 12/22/2011 12:47:24.505          180.000                              5.679                            16.958
 
12/22/2011 12:47:24.755          180.250                              5.681                            16.963
 
12/22/2011 12:47:25.005          180.500                              5.681                            16.965
 
12/22/2011 12:47:25.255          180.750                              5.680                            16.961
 
12/22/2011 12:47:25.505          181.000                              5.680                            16.960 12/22/2011 12:47:25.755          181.250                              5.680                            16.961 12/22/2011 12:47:26.005          181.500                              5.680                            16.961
 
12/22/2011 12:47:26.255          181.750                              5.680                            16.962
 
12/22/2011 12:47:26.505          182.000                              5.679                            16.957
 
12/22/2011 12:47:26.755          182.250                              5.679                            16.957
 
12/22/2011 12:47:27.005          182.500                              5.680                            16.961 12/22/2011 12:47:27.255          182.750                              5.678                            16.955 12/22/2011 12:47:27.505          183.000                              5.679                            16.957
 
12/22/2011 12:47:27.755          183.250                              5.681                            16.965 12/22/2011 12:47:28.005          183.500                              5.680                            16.961 12/22/2011 12:47:28.255          183.750                              5.680                            16.961
 
12/22/2011 12:47:28.505          184.000                              5.679                            16.959
 
12/22/2011 12:47:28.755          184.250                              5.680                            16.962 12/22/2011 12:47:29.005          184.500                              5.684                            16.972 12/22/2011 12:47:29.255          184.750                              5.678                            16.955
 
12/22/2011 12:47:29.505          185.000                              5.681                            16.965
 
12/22/2011 12:47:29.755          185.250                              5.681                            16.963 12/22/2011 12:47:30.005          185.500                              5.681                            16.965 12/22/2011 12:47:30.255          185.750                              5.679                            16.957 12/22/2011 12:47:30.505          186.000                              5.679                            16.957 12/22/2011 12:47:30.755          186.250                              5.678                            16.956
 
12/22/2011 12:47:31.005          186.500                              5.678                            16.956
 
12/22/2011 12:47:31.255          186.750                              5.677                            16.953
 
12/22/2011 12:47:31.505          187.000                              5.677                            16.953
 
12/22/2011 12:47:31.755          187.250                              5.680                            16.962 12/22/2011 12:47:32.005          187.500                              5.678                            16.956 12/22/2011 12:47:32.255          187.750                              5.681                            16.963
 
12/22/2011 12:47:32.505          188.000                              5.679                            16.959
 
12/22/2011 12:47:32.755          188.250                              5.680                            16.961
 
12/22/2011 12:47:33.005          188.500                              5.680                            16.960
 
12/22/2011 12:47:33.255          188.750                              5.679                            16.957 12/22/2011 12:47:33.505          189.000                              5.679                            16.957 12/22/2011 12:47:33.755          189.250                              5.679                            16.957
 
12/22/2011 12:47:34.005          189.500                              5.679                            16.957
 
12/22/2011 12:47:34.255          189.750                              5.681                            16.963
 
12/22/2011 12:47:34.505          190.000                              5.691                            16.994
 
12/22/2011 12:47:34.755          190.250                              5.678                            16.956 12/22/2011 12:47:35.005          190.500                              5.680                            16.961 12/22/2011 12:47:35.255          190.750                              5.679                            16.959
 
12/22/2011 12:47:35.505          191.000                              5.678                            16.956
 
12/22/2011 12:47:35.755          191.250                              5.680                            16.960 12/22/2011 12:47:36.005          191.500                              5.678                            16.954 12/22/2011 12:47:36.255          191.750                              5.681                            16.964
 
12/22/2011 12:47:36.505          192.000                              5.678                            16.955 12/22/2011 12:47:36.755          192.250                              5.680                            16.961 12/22/2011 12:47:37.005          192.500                              5.680                            16.962
 
12/22/2011 12:47:37.255          192.750                              5.679                            16.959
 
12/22/2011 12:47:37.505          193.000                              5.679                            16.959
 
12/22/2011 12:47:37.755          193.250                              5.680                            16.961 12/22/2011 12:47:38.005          193.500                              5.678                            16.956 12/22/2011 12:47:38.255          193.750                              5.679                            16.959 12/22/2011 12:47:38.505          194.000                              5.679                            16.958
 
12/22/2011 12:47:38.755          194.250                              5.682                            16.967
 
12/22/2011 12:47:39.005          194.500                              5.679                            16.958
 
12/22/2011 12:47:39.255          194.750                              5.677                            16.953
 
12/22/2011 12:47:39.505          195.000                              5.677                            16.952 12/22/2011 12:47:39.755          195.250                              5.680                            16.960 12/22/2011 12:47:40.005          195.500                              5.680                            16.960
 
12/22/2011 12:47:40.255          195.750                              5.679                            16.959
 
12/22/2011 12:47:40.505          196.000                              5.677                            16.951
 
12/22/2011 12:47:40.755          196.250                              5.677                            16.953
 
12/22/2011 12:47:41.005          196.500                              5.679                            16.959 12/22/2011 12:47:41.255          196.750                              5.682                            16.967 12/22/2011 12:47:41.505          197.000                              5.679                            16.957
 
12/22/2011 12:47:41.755          197.250                              5.679                            16.959
 
12/22/2011 12:47:42.005          197.500                              5.678                            16.955
 
12/22/2011 12:47:42.255          197.750                              5.677                            16.952
 
12/22/2011 12:47:42.505          198.000                              5.677                            16.951 12/22/2011 12:47:42.755          198.250                              5.680                            16.962 12/22/2011 12:47:43.005          198.500                              5.677                            16.951
 
12/22/2011 12:47:43.255          198.750                              5.678                            16.955
 
12/22/2011 12:47:43.505          199.000                              5.678                            16.955
 
12/22/2011 12:47:43.755          199.250                              5.677                            16.952
 
12/22/2011 12:47:44.005          199.500                              5.680                            16.962
 
12/22/2011 12:47:44.255          199.750                              5.679                            16.957 12/22/2011 12:47:44.505          200.000                              5.678                            16.954 12/22/2011 12:47:44.755          200.250                              5.678                            16.955
 
12/22/2011 12:47:45.005          200.500                              5.677                            16.952
 
12/22/2011 12:47:45.255          200.750                              5.678                            16.956
 
12/22/2011 12:47:45.505          201.000                              5.679                            16.957
 
12/22/2011 12:47:45.755          201.250                              5.679                            16.959 12/22/2011 12:47:46.005          201.500                              5.679                            16.957 12/22/2011 12:47:46.255          201.750                              5.678                            16.954
 
12/22/2011 12:47:46.505          202.000                              5.680                            16.960
 
12/22/2011 12:47:46.755          202.250                              5.681                            16.965
 
12/22/2011 12:47:47.005          202.500                              5.678                            16.956
 
12/22/2011 12:47:47.255          202.750                              5.677                            16.952 12/22/2011 12:47:47.505          203.000                              5.681                            16.963 12/22/2011 12:47:47.755          203.250                              5.679                            16.957
 
12/22/2011 12:47:48.005          203.500                              5.678                            16.955 12/22/2011 12:47:48.255          203.750                              5.680                            16.960 12/22/2011 12:47:48.505          204.000                              5.679                            16.957
 
12/22/2011 12:47:48.755          204.250                              5.680                            16.962
 
12/22/2011 12:47:49.005          204.500                              5.678                            16.954 12/22/2011 12:47:49.255          204.750                              5.680                            16.960 12/22/2011 12:47:49.505          205.000                              5.682                            16.968
 
12/22/2011 12:47:49.755          205.250                              5.679                            16.957
 
12/22/2011 12:47:50.005          205.500                              5.682                            16.967 12/22/2011 12:47:50.255          205.750                              5.680                            16.961 12/22/2011 12:47:50.505          206.000                              5.680                            16.961 12/22/2011 12:47:50.755          206.250                              5.677                            16.953 12/22/2011 12:47:51.005          206.500                              5.680                            16.960
 
12/22/2011 12:47:51.255          206.750                              5.676                            16.949
 
12/22/2011 12:47:51.505          207.000                              5.679                            16.959
 
12/22/2011 12:47:51.755          207.250                              5.679                            16.959
 
12/22/2011 12:47:52.005          207.500                              5.680                            16.960 12/22/2011 12:47:52.255          207.750                              5.679                            16.958 12/22/2011 12:47:52.505          208.000                              5.679                            16.959
 
12/22/2011 12:47:52.755          208.250                              5.679                            16.957
 
12/22/2011 12:47:53.005          208.500                              5.676                            16.948
 
12/22/2011 12:47:53.255          208.750                              5.678                            16.955
 
12/22/2011 12:47:53.505          209.000                              5.679                            16.959 12/22/2011 12:47:53.755          209.250                              5.685                            16.974 12/22/2011 12:47:54.005          209.500                              5.679                            16.957
 
12/22/2011 12:47:54.255          209.750                              5.678                            16.956
 
12/22/2011 12:47:54.505          210.000                              5.677                            16.953
 
12/22/2011 12:47:54.755          210.250                              5.679                            16.957
 
12/22/2011 12:47:55.005          210.500                              5.678                            16.954 12/22/2011 12:47:55.255          210.750                              5.678                            16.956 12/22/2011 12:47:55.505          211.000                              5.679                            16.958
 
12/22/2011 12:47:55.755          211.250                              5.691                            16.993
 
12/22/2011 12:47:56.005          211.500                              5.681                            16.963 12/22/2011 12:47:56.255          211.750                              5.680                            16.961 12/22/2011 12:47:56.505          212.000                              5.679                            16.959
 
12/22/2011 12:47:56.755          212.250                              5.680                            16.960 12/22/2011 12:47:57.005          212.500                              5.679                            16.958 12/22/2011 12:47:57.255          212.750                              5.678                            16.956
 
12/22/2011 12:47:57.505          213.000                              5.681                            16.963
 
12/22/2011 12:47:57.755          213.250                              5.674                            16.944
 
12/22/2011 12:47:58.005          213.500                              5.680                            16.960 12/22/2011 12:47:58.255          213.750                              5.680                            16.960 12/22/2011 12:47:58.505          214.000                              5.678                            16.956 12/22/2011 12:47:58.755          214.250                              5.680                            16.961
 
12/22/2011 12:47:59.005          214.500                              5.682                            16.966
 
12/22/2011 12:47:59.255          214.750                              5.681                            16.965
 
12/22/2011 12:47:59.505          215.000                              5.685                            16.976
 
12/22/2011 12:47:59.755          215.250                              5.682                            16.966 12/22/2011 12:48:00.005          215.500                              5.681                            16.963 12/22/2011 12:48:00.255          215.750                              5.678                            16.955
 
12/22/2011 12:48:00.505          216.000                              5.678                            16.954
 
12/22/2011 12:48:00.755          216.250                              5.677                            16.951
 
12/22/2011 12:48:01.005          216.500                              5.681                            16.963
 
12/22/2011 12:48:01.255          216.750                              5.677                            16.952 12/22/2011 12:48:01.505          217.000                              5.682                            16.966 12/22/2011 12:48:01.755          217.250                              5.679                            16.959
 
12/22/2011 12:48:02.005          217.500                              5.680                            16.962
 
12/22/2011 12:48:02.255          217.750                              5.676                            16.949
 
12/22/2011 12:48:02.505          218.000                              5.675                            16.947
 
12/22/2011 12:48:02.755          218.250                              5.677                            16.952 12/22/2011 12:48:03.005          218.500                              5.680                            16.960 12/22/2011 12:48:03.255          218.750                              5.681                            16.963
 
12/22/2011 12:48:03.505          219.000                              5.678                            16.956
 
12/22/2011 12:48:03.755          219.250                              5.682                            16.968
 
12/22/2011 12:48:04.005          219.500                              5.679                            16.958
 
12/22/2011 12:48:04.255          219.750                              5.680                            16.960
 
12/22/2011 12:48:04.505          220.000                              5.682                            16.967 12/22/2011 12:48:04.755          220.250                              5.680                            16.962 12/22/2011 12:48:05.005          220.500                              5.678                            16.954
 
12/22/2011 12:48:05.255          220.750                              5.679                            16.959
 
12/22/2011 12:48:05.505          221.000                              5.680                            16.961
 
12/22/2011 12:48:05.755          221.250                              5.680                            16.962
 
12/22/2011 12:48:06.005          221.500                              5.679                            16.958 12/22/2011 12:48:06.255          221.750                              5.679                            16.958 12/22/2011 12:48:06.505          222.000                              5.680                            16.962
 
12/22/2011 12:48:06.755          222.250                              5.682                            16.967
 
12/22/2011 12:48:07.005          222.500                              5.679                            16.957
 
12/22/2011 12:48:07.255          222.750                              5.679                            16.958
 
12/22/2011 12:48:07.505          223.000                              5.681                            16.963 12/22/2011 12:48:07.755          223.250                              5.682                            16.966 12/22/2011 12:48:08.005          223.500                              5.680                            16.960
 
12/22/2011 12:48:08.255          223.750                              5.679                            16.958 12/22/2011 12:48:08.505          224.000                              5.676                            16.949 12/22/2011 12:48:08.755          224.250                              5.679                            16.958
 
12/22/2011 12:48:09.005          224.500                              5.674                            16.944
 
12/22/2011 12:48:09.255          224.750                              5.151                            15.380 12/22/2011 12:48:09.505          225.000                              5.559                            16.599 12/22/2011 12:48:09.755          225.250                              5.530                            16.513
 
12/22/2011 12:48:10.005          225.500                              5.686                            16.978
 
12/22/2011 12:48:10.255          225.750                              5.646                            16.859 12/22/2011 12:48:10.505          226.000                              5.449                            16.270 12/22/2011 12:48:10.755          226.250                              5.482                            16.370 12/22/2011 12:48:11.005          226.500                              5.535                            16.529 12/22/2011 12:48:11.255          226.750                              5.574                            16.645
 
12/22/2011 12:48:11.505          227.000                              5.600                            16.723
 
12/22/2011 12:48:11.755          227.250                              5.620                            16.781
 
12/22/2011 12:48:12.005          227.500                              5.633                            16.820
 
12/22/2011 12:48:12.255          227.750                              5.641                            16.845 12/22/2011 12:48:12.505          228.000                              5.651                            16.875 12/22/2011 12:48:12.755          228.250                              5.655                            16.887
 
12/22/2011 12:48:13.005          228.500                              5.660                            16.901
 
12/22/2011 12:48:13.255          228.750                              5.657                            16.893
 
12/22/2011 12:48:13.505          229.000                              5.664                            16.915
 
12/22/2011 12:48:13.755          229.250                              5.669                            16.928 12/22/2011 12:48:14.005          229.500                              5.669                            16.927 12/22/2011 12:48:14.255          229.750                              5.670                            16.931
 
12/22/2011 12:48:14.505          230.000                              5.672                            16.937
 
12/22/2011 12:48:14.755          230.250                              5.674                            16.943
 
12/22/2011 12:48:15.005          230.500                              5.676                            16.950
 
12/22/2011 12:48:15.255          230.750                              5.674                            16.943 12/22/2011 12:48:15.505          231.000                              5.676                            16.948 12/22/2011 12:48:15.755          231.250                              5.674                            16.944
 
12/22/2011 12:48:16.005          231.500                              5.675                            16.946
 
12/22/2011 12:48:16.255          231.750                              5.677                            16.951 12/22/2011 12:48:16.505          232.000                              5.678                            16.955 12/22/2011 12:48:16.755          232.250                              5.678                            16.956
 
12/22/2011 12:48:17.005          232.500                              5.690                            16.990 12/22/2011 12:48:17.255          232.750                              5.678                            16.954 12/22/2011 12:48:17.505          233.000                              5.679                            16.957
 
12/22/2011 12:48:17.755          233.250                              5.680                            16.961
 
12/22/2011 12:48:18.005          233.500                              5.680                            16.961
 
12/22/2011 12:48:18.255          233.750                              5.676                            16.949 12/22/2011 12:48:18.505          234.000                              5.681                            16.963 12/22/2011 12:48:18.755          234.250                              5.681                            16.965 12/22/2011 12:48:19.005          234.500                              5.678                            16.955
 
12/22/2011 12:48:19.255          234.750                              5.678                            16.956
 
12/22/2011 12:48:19.505          235.000                              5.682                            16.966
 
12/22/2011 12:48:19.755          235.250                              5.680                            16.960
 
12/22/2011 12:48:20.005          235.500                              5.680                            16.960 12/22/2011 12:48:20.255          235.750                              5.678                            16.954 12/22/2011 12:48:20.505          236.000                              5.682                            16.966
 
12/22/2011 12:48:20.755          236.250                              5.681                            16.965
 
12/22/2011 12:48:21.005          236.500                              5.678                            16.955
 
12/22/2011 12:48:21.255          236.750                              5.684                            16.973
 
12/22/2011 12:48:21.505          237.000                              5.680                            16.961 12/22/2011 12:48:21.755          237.250                              5.679                            16.957 12/22/2011 12:48:22.005          237.500                              5.683                            16.971
 
12/22/2011 12:48:22.255          237.750                              5.679                            16.958
 
12/22/2011 12:48:22.505          238.000                              5.680                            16.960
 
12/22/2011 12:48:22.755          238.250                              5.678                            16.955
 
12/22/2011 12:48:23.005          238.500                              5.678                            16.956 12/22/2011 12:48:23.255          238.750                              5.679                            16.957 12/22/2011 12:48:23.505          239.000                              5.679                            16.959
 
12/22/2011 12:48:23.755          239.250                              5.683                            16.969
 
12/22/2011 12:48:24.005          239.500                              5.676                            16.948
 
12/22/2011 12:48:24.255          239.750                              5.682                            16.966
 
12/22/2011 12:48:24.505          240.000                              5.681                            16.963
 
12/22/2011 12:48:24.755          240.250                              5.682                            16.968 12/22/2011 12:48:25.005          240.500                              5.682                            16.966 12/22/2011 12:48:25.255          240.750                              5.678                            16.956
 
12/22/2011 12:48:25.505          241.000                              5.681                            16.963
 
12/22/2011 12:48:25.755          241.250                              5.683                            16.969
 
12/22/2011 12:48:26.005          241.500                              5.686                            16.979
 
12/22/2011 12:48:26.255          241.750                              5.683                            16.969 12/22/2011 12:48:26.505          242.000                              5.677                            16.953 12/22/2011 12:48:26.755          242.250                              5.680                            16.962
 
12/22/2011 12:48:27.005          242.500                              5.682                            16.968
 
12/22/2011 12:48:27.255          242.750                              5.683                            16.969
 
12/22/2011 12:48:27.505          243.000                              5.681                            16.964
 
12/22/2011 12:48:27.755          243.250                              5.680                            16.960 12/22/2011 12:48:28.005          243.500                              5.677                            16.953 12/22/2011 12:48:28.255          243.750                              5.680                            16.961
 
12/22/2011 12:48:28.505          244.000                              5.681                            16.963 12/22/2011 12:48:28.755          244.250                              5.685                            16.977 12/22/2011 12:48:29.005          244.500                              5.683                            16.969
 
12/22/2011 12:48:29.255          244.750                              5.683                            16.970
 
12/22/2011 12:48:29.505          245.000                              5.683                            16.969 12/22/2011 12:48:29.755          245.250                              5.684                            16.973 12/22/2011 12:48:30.005          245.500                              5.683                            16.971
 
12/22/2011 12:48:30.255          245.750                              5.682                            16.966
 
12/22/2011 12:48:30.505          246.000                              5.681                            16.965 12/22/2011 12:48:30.755          246.250                              5.681                            16.965 12/22/2011 12:48:31.005          246.500                              5.681                            16.965 12/22/2011 12:48:31.255          246.750                              5.679                            16.959 12/22/2011 12:48:31.505          247.000                              5.681                            16.964
 
12/22/2011 12:48:31.755          247.250                              5.679                            16.959
 
12/22/2011 12:48:32.005          247.500                              5.680                            16.962
 
12/22/2011 12:48:32.255          247.750                              5.681                            16.964
 
12/22/2011 12:48:32.505          248.000                              5.683                            16.971 12/22/2011 12:48:32.755          248.250                              5.681                            16.963 12/22/2011 12:48:33.005          248.500                              5.682                            16.966
 
12/22/2011 12:48:33.255          248.750                              5.678                            16.955
 
12/22/2011 12:48:33.505          249.000                              5.682                            16.968
 
12/22/2011 12:48:33.755          249.250                              5.680                            16.961
 
12/22/2011 12:48:34.005          249.500                              5.682                            16.966 12/22/2011 12:48:34.255          249.750                              5.680                            16.960 12/22/2011 12:48:34.505          250.000                              5.679                            16.959
 
12/22/2011 12:48:34.755          250.250                              5.683                            16.971
 
12/22/2011 12:48:35.005          250.500                              5.679                            16.959
 
12/22/2011 12:48:35.255          250.750                              5.680                            16.960
 
12/22/2011 12:48:35.505          251.000                              5.683                            16.970 12/22/2011 12:48:35.755          251.250                              5.682                            16.966 12/22/2011 12:48:36.005          251.500                              5.677                            16.953
 
12/22/2011 12:48:36.255          251.750                              5.679                            16.957
 
12/22/2011 12:48:36.505          252.000                              5.681                            16.964 12/22/2011 12:48:36.755          252.250                              5.680                            16.960 12/22/2011 12:48:37.005          252.500                              5.677                            16.951
 
12/22/2011 12:48:37.255          252.750                              5.681                            16.964 12/22/2011 12:48:37.505          253.000                              5.680                            16.960 12/22/2011 12:48:37.755          253.250                              5.680                            16.960
 
12/22/2011 12:48:38.005          253.500                              5.678                            16.956
 
12/22/2011 12:48:38.255          253.750                              5.685                            16.977
 
12/22/2011 12:48:38.505          254.000                              5.683                            16.970 12/22/2011 12:48:38.755          254.250                              5.680                            16.961 12/22/2011 12:48:39.005          254.500                              5.680                            16.961 12/22/2011 12:48:39.255          254.750                              5.681                            16.964
 
12/22/2011 12:48:39.505          255.000                              5.682                            16.968
 
12/22/2011 12:48:39.755          255.250                              5.681                            16.963
 
12/22/2011 12:48:40.005          255.500                              5.681                            16.963
 
12/22/2011 12:48:40.255          255.750                              5.683                            16.970 12/22/2011 12:48:40.505          256.000                              5.679                            16.957 12/22/2011 12:48:40.755          256.250                              5.681                            16.963
 
12/22/2011 12:48:41.005          256.500                              5.681                            16.963
 
12/22/2011 12:48:41.255          256.750                              5.681                            16.963
 
12/22/2011 12:48:41.505          257.000                              5.681                            16.965
 
12/22/2011 12:48:41.755          257.250                              5.682                            16.966 12/22/2011 12:48:42.005          257.500                              5.681                            16.964 12/22/2011 12:48:42.255          257.750                              5.681                            16.965
 
12/22/2011 12:48:42.505          258.000                              5.683                            16.970
 
12/22/2011 12:48:42.755          258.250                              5.678                            16.955
 
12/22/2011 12:48:43.005          258.500                              5.680                            16.960
 
12/22/2011 12:48:43.255          258.750                              5.680                            16.960 12/22/2011 12:48:43.505          259.000                              5.679                            16.959 12/22/2011 12:48:43.755          259.250                              5.682                            16.968
 
12/22/2011 12:48:44.005          259.500                              5.680                            16.962
 
12/22/2011 12:48:44.255          259.750                              5.678                            16.955
 
12/22/2011 12:48:44.505          260.000                              5.681                            16.964
 
12/22/2011 12:48:44.755          260.250                              5.680                            16.960
 
12/22/2011 12:48:45.005          260.500                              5.677                            16.953 12/22/2011 12:48:45.255          260.750                              5.679                            16.959 12/22/2011 12:48:45.505          261.000                              5.678                            16.954
 
12/22/2011 12:48:45.755          261.250                              5.681                            16.964
 
12/22/2011 12:48:46.005          261.500                              5.680                            16.960
 
12/22/2011 12:48:46.255          261.750                              5.681                            16.965
 
12/22/2011 12:48:46.505          262.000                              5.680                            16.962 12/22/2011 12:48:46.755          262.250                              5.681                            16.963 12/22/2011 12:48:47.005          262.500                              5.678                            16.956
 
12/22/2011 12:48:47.255          262.750                              5.682                            16.966
 
12/22/2011 12:48:47.505          263.000                              5.681                            16.963
 
12/22/2011 12:48:47.755          263.250                              5.680                            16.962
 
12/22/2011 12:48:48.005          263.500                              5.679                            16.959 12/22/2011 12:48:48.255          263.750                              5.677                            16.951 12/22/2011 12:48:48.505          264.000                              5.681                            16.964
 
12/22/2011 12:48:48.755          264.250                              5.683                            16.969 12/22/2011 12:48:49.005          264.500                              5.682                            16.967 12/22/2011 12:48:49.255          264.750                              5.681                            16.964
 
12/22/2011 12:48:49.505          265.000                              5.680                            16.962
 
12/22/2011 12:48:49.755          265.250                              5.682                            16.967 12/22/2011 12:48:50.005          265.500                              5.679                            16.958 12/22/2011 12:48:50.255          265.750                              5.677                            16.952
 
12/22/2011 12:48:50.505          266.000                              5.680                            16.960
 
12/22/2011 12:48:50.755          266.250                              5.679                            16.959 12/22/2011 12:48:51.005          266.500                              5.680                            16.960 12/22/2011 12:48:51.255          266.750                              5.682                            16.966 12/22/2011 12:48:51.505          267.000                              5.679                            16.958 12/22/2011 12:48:51.755          267.250                              5.682                            16.968
 
12/22/2011 12:48:52.005          267.500                              5.677                            16.953
 
12/22/2011 12:48:52.255          267.750                              5.680                            16.961
 
12/22/2011 12:48:52.505          268.000                              5.682                            16.966
 
12/22/2011 12:48:52.755          268.250                              5.679                            16.959 12/22/2011 12:48:53.005          268.500                              5.682                            16.968 12/22/2011 12:48:53.255          268.750                              5.682                            16.966
 
12/22/2011 12:48:53.505          269.000                              5.683                            16.969
 
12/22/2011 12:48:53.755          269.250                              5.680                            16.962
 
12/22/2011 12:48:54.005          269.500                              5.679                            16.959
 
12/22/2011 12:48:54.255          269.750                              5.679                            16.957 12/22/2011 12:48:54.505          270.000                              5.680                            16.961 12/22/2011 12:48:54.755          270.250                              5.681                            16.965
 
12/22/2011 12:48:55.005          270.500                              5.681                            16.965
 
12/22/2011 12:48:55.255          270.750                              5.683                            16.971
 
12/22/2011 12:48:55.505          271.000                              5.678                            16.954
 
12/22/2011 12:48:55.755          271.250                              5.678                            16.956 12/22/2011 12:48:56.005          271.500                              5.679                            16.957 12/22/2011 12:48:56.255          271.750                              5.679                            16.958
 
12/22/2011 12:48:56.505          272.000                              5.681                            16.965
 
12/22/2011 12:48:56.755          272.250                              5.681                            16.963 12/22/2011 12:48:57.005          272.500                              5.679                            16.957 12/22/2011 12:48:57.255          272.750                              5.681                            16.965
 
12/22/2011 12:48:57.505          273.000                              5.679                            16.957 12/22/2011 12:48:57.755          273.250                              5.679                            16.958 12/22/2011 12:48:58.005          273.500                              5.678                            16.955
 
12/22/2011 12:48:58.255          273.750                              5.680                            16.960
 
12/22/2011 12:48:58.505          274.000                              5.680                            16.961
 
12/22/2011 12:48:58.755          274.250                              5.680                            16.962 12/22/2011 12:48:59.005          274.500                              5.682                            16.966 12/22/2011 12:48:59.255          274.750                              5.679                            16.959 12/22/2011 12:48:59.505          275.000                              5.689                            16.989
 
12/22/2011 12:48:59.755          275.250                              5.682                            16.968
 
12/22/2011 12:49:00.005          275.500                              5.680                            16.960
 
12/22/2011 12:49:00.255          275.750                              5.682                            16.968
 
12/22/2011 12:49:00.505          276.000                              5.680                            16.962 12/22/2011 12:49:00.755          276.250                              5.682                            16.967 12/22/2011 12:49:01.005          276.500                              5.680                            16.960
 
12/22/2011 12:49:01.255          276.750                              5.683                            16.969
 
12/22/2011 12:49:01.505          277.000                              5.681                            16.963
 
12/22/2011 12:49:01.755          277.250                              5.680                            16.960
 
12/22/2011 12:49:02.005          277.500                              5.680                            16.962 12/22/2011 12:49:02.255          277.750                              5.682                            16.966 12/22/2011 12:49:02.505          278.000                              5.682                            16.968
 
12/22/2011 12:49:02.755          278.250                              5.683                            16.969
 
12/22/2011 12:49:03.005          278.500                              5.683                            16.970
 
12/22/2011 12:49:03.255          278.750                              5.679                            16.959
 
12/22/2011 12:49:03.505          279.000                              5.679                            16.958 12/22/2011 12:49:03.755          279.250                              5.679                            16.958 12/22/2011 12:49:04.005          279.500                              5.678                            16.956
 
12/22/2011 12:49:04.255          279.750                              5.682                            16.967
 
12/22/2011 12:49:04.505          280.000                              5.679                            16.957
 
12/22/2011 12:49:04.755          280.250                              5.677                            16.951
 
12/22/2011 12:49:05.005          280.500                              5.684                            16.973
 
12/22/2011 12:49:05.255          280.750                              5.678                            16.955 12/22/2011 12:49:05.505          281.000                              5.680                            16.961 12/22/2011 12:49:05.755          281.250                              5.677                            16.953
 
12/22/2011 12:49:06.005          281.500                              5.679                            16.958
 
12/22/2011 12:49:06.255          281.750                              5.681                            16.963
 
12/22/2011 12:49:06.505          282.000                              5.681                            16.963
 
12/22/2011 12:49:06.755          282.250                              5.677                            16.952 12/22/2011 12:49:07.005          282.500                              5.682                            16.966 12/22/2011 12:49:07.255          282.750                              5.681                            16.964
 
12/22/2011 12:49:07.505          283.000                              5.681                            16.963
 
12/22/2011 12:49:07.755          283.250                              5.683                            16.969
 
12/22/2011 12:49:08.005          283.500                              5.678                            16.954
 
12/22/2011 12:49:08.255          283.750                              5.681                            16.963 12/22/2011 12:49:08.505          284.000                              5.679                            16.957 12/22/2011 12:49:08.755          284.250                              5.681                            16.965
 
12/22/2011 12:49:09.005          284.500                              5.681                            16.965 12/22/2011 12:49:09.255          284.750                              5.681                            16.963 12/22/2011 12:49:09.505          285.000                              5.681                            16.964
 
12/22/2011 12:49:09.755          285.250                              5.679                            16.959
 
12/22/2011 12:49:10.005          285.500                              5.682                            16.967 12/22/2011 12:49:10.255          285.750                              5.683                            16.969 12/22/2011 12:49:10.505          286.000                              5.681                            16.963
 
12/22/2011 12:49:10.755          286.250                              5.682                            16.966
 
12/22/2011 12:49:11.005          286.500                              5.682                            16.968 12/22/2011 12:49:11.255          286.750                              5.683                            16.970 12/22/2011 12:49:11.505          287.000                              5.680                            16.960 12/22/2011 12:49:11.755          287.250                              5.681                            16.964 12/22/2011 12:49:12.005          287.500                              5.681                            16.963
 
12/22/2011 12:49:12.255          287.750                              5.682                            16.967
 
12/22/2011 12:49:12.505          288.000                              5.675                            16.947
 
12/22/2011 12:49:12.755          288.250                              5.680                            16.960
 
12/22/2011 12:49:13.005          288.500                              5.679                            16.957 12/22/2011 12:49:13.255          288.750                              5.680                            16.961 12/22/2011 12:49:13.505          289.000                              5.680                            16.962
 
12/22/2011 12:49:13.755          289.250                              5.681                            16.964
 
12/22/2011 12:49:14.005          289.500                              5.681                            16.965
 
12/22/2011 12:49:14.255          289.750                              5.679                            16.959
 
12/22/2011 12:49:14.505          290.000                              5.682                            16.967 12/22/2011 12:49:14.755          290.250                              5.679                            16.959 12/22/2011 12:49:15.005          290.500                              5.681                            16.964
 
12/22/2011 12:49:15.255          290.750                              5.683                            16.969
 
12/22/2011 12:49:15.505          291.000                              5.682                            16.968
 
12/22/2011 12:49:15.755          291.250                              5.681                            16.964
 
12/22/2011 12:49:16.005          291.500                              5.682                            16.967 12/22/2011 12:49:16.255          291.750                              5.680                            16.961 12/22/2011 12:49:16.505          292.000                              5.679                            16.959
 
12/22/2011 12:49:16.755          292.250                              5.681                            16.963
 
12/22/2011 12:49:17.005          292.500                              5.682                            16.966 12/22/2011 12:49:17.255          292.750                              5.685                            16.975 12/22/2011 12:49:17.505          293.000                              5.684                            16.974
 
12/22/2011 12:49:17.755          293.250                              5.679                            16.959 12/22/2011 12:49:18.005          293.500                              5.684                            16.974 12/22/2011 12:49:18.255          293.750                              5.682                            16.967
 
12/22/2011 12:49:18.505          294.000                              5.681                            16.965
 
12/22/2011 12:49:18.755          294.250                              5.681                            16.963
 
12/22/2011 12:49:19.005          294.500                              5.679                            16.958 12/22/2011 12:49:19.255          294.750                              5.677                            16.953 12/22/2011 12:49:19.505          295.000                              5.681                            16.963 12/22/2011 12:49:19.755          295.250                              5.681                            16.964
 
12/22/2011 12:49:20.005          295.500                              5.683                            16.969
 
12/22/2011 12:49:20.255          295.750                              5.681                            16.964
 
12/22/2011 12:49:20.505          296.000                              5.682                            16.966
 
12/22/2011 12:49:20.755          296.250                              5.691                            16.992 12/22/2011 12:49:21.005          296.500                              5.679                            16.959 12/22/2011 12:49:21.255          296.750                              5.682                            16.967
 
12/22/2011 12:49:21.505          297.000                              5.682                            16.968
 
12/22/2011 12:49:21.755          297.250                              5.680                            16.961
 
12/22/2011 12:49:22.005          297.500                              5.679                            16.957
 
12/22/2011 12:49:22.255          297.750                              5.682                            16.968 12/22/2011 12:49:22.505          298.000                              5.680                            16.962 12/22/2011 12:49:22.755          298.250                              5.683                            16.971
 
12/22/2011 12:49:23.005          298.500                              5.683                            16.971
 
12/22/2011 12:49:23.255          298.750                              5.684                            16.972
 
12/22/2011 12:49:23.505          299.000                              5.678                            16.956
 
12/22/2011 12:49:23.755          299.250                              5.680                            16.960 12/22/2011 12:49:24.005          299.500                              5.682                            16.967 12/22/2011 12:49:24.255          299.750                              5.683                            16.971
 
12/22/2011 12:49:24.505          300.000                              5.677                            16.953
 
12/22/2011 12:49:24.755          300.250                              5.684                            16.973
 
12/22/2011 12:49:25.005          300.500                              5.680                            16.960
 
12/22/2011 12:49:25.255          300.750                              5.683                            16.970
 
12/22/2011 12:49:25.505          301.000                              5.682                            16.966 12/22/2011 12:49:25.755          301.250                              5.683                            16.969 12/22/2011 12:49:26.005          301.500                              5.681                            16.965
 
12/22/2011 12:49:26.255          301.750                              5.681                            16.965
 
12/22/2011 12:49:26.505          302.000                              5.680                            16.960
 
12/22/2011 12:49:26.755          302.250                              5.681                            16.965
 
12/22/2011 12:49:27.005          302.500                              5.681                            16.963 12/22/2011 12:49:27.255          302.750                              5.681                            16.965 12/22/2011 12:49:27.505          303.000                              5.679                            16.958
 
12/22/2011 12:49:27.755          303.250                              5.680                            16.962
 
12/22/2011 12:49:28.005          303.500                              5.680                            16.961
 
12/22/2011 12:49:28.255          303.750                              5.678                            16.956
 
12/22/2011 12:49:28.505          304.000                              5.682                            16.967 12/22/2011 12:49:28.755          304.250                              5.682                            16.968 12/22/2011 12:49:29.005          304.500                              5.683                            16.970
 
12/22/2011 12:49:29.255          304.750                              5.679                            16.959 12/22/2011 12:49:29.505          305.000                              5.677                            16.951 12/22/2011 12:49:29.755          305.250                              5.680                            16.962
 
12/22/2011 12:49:30.005          305.500                              5.678                            16.954
 
12/22/2011 12:49:30.255          305.750                              5.682                            16.966 12/22/2011 12:49:30.505          306.000                              5.681                            16.964 12/22/2011 12:49:30.755          306.250                              5.681                            16.963
 
12/22/2011 12:49:31.005          306.500                              5.681                            16.965
 
12/22/2011 12:49:31.255          306.750                              5.681                            16.965 12/22/2011 12:49:31.505          307.000                              5.681                            16.965 12/22/2011 12:49:31.755          307.250                              5.681                            16.963 12/22/2011 12:49:32.005          307.500                              5.681                            16.965 12/22/2011 12:49:32.255          307.750                              5.681                            16.964
 
12/22/2011 12:49:32.505          308.000                              5.682                            16.968
 
12/22/2011 12:49:32.755          308.250                              5.680                            16.962
 
12/22/2011 12:49:33.005          308.500                              5.681                            16.964
 
12/22/2011 12:49:33.255          308.750                              5.682                            16.966 12/22/2011 12:49:33.505          309.000                              5.683                            16.970 12/22/2011 12:49:33.755          309.250                              5.682                            16.966
 
12/22/2011 12:49:34.005          309.500                              5.684                            16.972
 
12/22/2011 12:49:34.255          309.750                              5.685                            16.975
 
12/22/2011 12:49:34.505          310.000                              5.682                            16.966
 
12/22/2011 12:49:34.755          310.250                              5.684                            16.972 12/22/2011 12:49:35.005          310.500                              5.679                            16.959 12/22/2011 12:49:35.255          310.750                              5.680                            16.961
 
12/22/2011 12:49:35.505          311.000                              5.681                            16.963
 
12/22/2011 12:49:35.755          311.250                              5.681                            16.964
 
12/22/2011 12:49:36.005          311.500                              5.681                            16.964
 
12/22/2011 12:49:36.255          311.750                              5.680                            16.961 12/22/2011 12:49:36.505          312.000                              5.681                            16.963 12/22/2011 12:49:36.755          312.250                              5.680                            16.961
 
12/22/2011 12:49:37.005          312.500                              5.679                            16.959
 
12/22/2011 12:49:37.255          312.750                              5.681                            16.964 12/22/2011 12:49:37.505          313.000                              5.681                            16.963 12/22/2011 12:49:37.755          313.250                              5.679                            16.957
 
12/22/2011 12:49:38.005          313.500                              5.677                            16.953 12/22/2011 12:49:38.255          313.750                              5.680                            16.962 12/22/2011 12:49:38.505          314.000                              5.679                            16.959
 
12/22/2011 12:49:38.755          314.250                              5.680                            16.962
 
12/22/2011 12:49:39.005          314.500                              5.680                            16.960
 
12/22/2011 12:49:39.255          314.750                              5.680                            16.961 12/22/2011 12:49:39.505          315.000                              5.673                            16.940 12/22/2011 12:49:39.755          315.250                              5.683                            16.970 12/22/2011 12:49:40.005          315.500                              5.679                            16.959
 
12/22/2011 12:49:40.255          315.750                              5.682                            16.966
 
12/22/2011 12:49:40.505          316.000                              5.680                            16.962
 
12/22/2011 12:49:40.755          316.250                              5.680                            16.961
 
12/22/2011 12:49:41.005          316.500                              5.681                            16.965 12/22/2011 12:49:41.255          316.750                              5.681                            16.964 12/22/2011 12:49:41.505          317.000                              5.679                            16.957
 
12/22/2011 12:49:41.755          317.250                              5.682                            16.966
 
12/22/2011 12:49:42.005          317.500                              5.688                            16.984
 
12/22/2011 12:49:42.255          317.750                              5.679                            16.958
 
12/22/2011 12:49:42.505          318.000                              5.682                            16.966 12/22/2011 12:49:42.755          318.250                              5.680                            16.962 12/22/2011 12:49:43.005          318.500                              5.682                            16.968
 
12/22/2011 12:49:43.255          318.750                              5.677                            16.953
 
12/22/2011 12:49:43.505          319.000                              5.679                            16.957
 
12/22/2011 12:49:43.755          319.250                              5.680                            16.962
 
12/22/2011 12:49:44.005          319.500                              5.680                            16.962 12/22/2011 12:49:44.255          319.750                              5.682                            16.967 12/22/2011 12:49:44.505          320.000                              5.681                            16.963
 
12/22/2011 12:49:44.755          320.250                              5.680                            16.960
 
12/22/2011 12:49:45.005          320.500                              5.680                            16.961
 
12/22/2011 12:49:45.255          320.750                              5.681                            16.965
 
12/22/2011 12:49:45.505          321.000                              5.680                            16.960
 
12/22/2011 12:49:45.755          321.250                              5.681                            16.963 12/22/2011 12:49:46.005          321.500                              5.683                            16.971 12/22/2011 12:49:46.255          321.750                              5.679                            16.959
 
12/22/2011 12:49:46.505          322.000                              5.681                            16.963
 
12/22/2011 12:49:46.755          322.250                              5.677                            16.952
 
12/22/2011 12:49:47.005          322.500                              5.680                            16.962
 
12/22/2011 12:49:47.255          322.750                              5.684                            16.972 12/22/2011 12:49:47.505          323.000                              5.680                            16.960 12/22/2011 12:49:47.755          323.250                              5.680                            16.961
 
12/22/2011 12:49:48.005          323.500                              5.684                            16.973
 
12/22/2011 12:49:48.255          323.750                              5.682                            16.968
 
12/22/2011 12:49:48.505          324.000                              5.682                            16.967
 
12/22/2011 12:49:48.755          324.250                              5.679                            16.957 12/22/2011 12:49:49.005          324.500                              5.680                            16.960 12/22/2011 12:49:49.255          324.750                              5.680                            16.962
 
12/22/2011 12:49:49.505          325.000                              5.681                            16.964 12/22/2011 12:49:49.755          325.250                              5.680                            16.961 12/22/2011 12:49:50.005          325.500                              5.681                            16.965
 
12/22/2011 12:49:50.255          325.750                              5.675                            16.945
 
12/22/2011 12:49:50.505          326.000                              5.682                            16.967 12/22/2011 12:49:50.755          326.250                              5.678                            16.955 12/22/2011 12:49:51.005          326.500                              5.675                            16.947
 
12/22/2011 12:49:51.255          326.750                              5.681                            16.964
 
12/22/2011 12:49:51.505          327.000                              5.678                            16.955 12/22/2011 12:49:51.755          327.250                              5.679                            16.958 12/22/2011 12:49:52.005          327.500                              5.683                            16.969 12/22/2011 12:49:52.255          327.750                              5.681                            16.965 12/22/2011 12:49:52.505          328.000                              5.681                            16.964
 
12/22/2011 12:49:52.755          328.250                              5.681                            16.963
 
12/22/2011 12:49:53.005          328.500                              5.683                            16.970
 
12/22/2011 12:49:53.255          328.750                              5.680                            16.962
 
12/22/2011 12:49:53.505          329.000                              5.678                            16.954 12/22/2011 12:49:53.755          329.250                              5.683                            16.969 12/22/2011 12:49:54.005          329.500                              5.681                            16.964
 
12/22/2011 12:49:54.255          329.750                              5.681                            16.964
 
12/22/2011 12:49:54.505          330.000                              5.680                            16.962
 
12/22/2011 12:49:54.755          330.250                              5.682                            16.968
 
12/22/2011 12:49:55.005          330.500                              5.680                            16.960 12/22/2011 12:49:55.255          330.750                              5.682                            16.968 12/22/2011 12:49:55.505          331.000                              5.684                            16.972
 
12/22/2011 12:49:55.755          331.250                              5.681                            16.964
 
12/22/2011 12:49:56.005          331.500                              5.682                            16.967
 
12/22/2011 12:49:56.255          331.750                              5.681                            16.964
 
12/22/2011 12:49:56.505          332.000                              5.685                            16.975 12/22/2011 12:49:56.755          332.250                              5.681                            16.964 12/22/2011 12:49:57.005          332.500                              5.682                            16.968
 
12/22/2011 12:49:57.255          332.750                              5.681                            16.963
 
12/22/2011 12:49:57.505          333.000                              5.679                            16.958 12/22/2011 12:49:57.755          333.250                              5.679                            16.959 12/22/2011 12:49:58.005          333.500                              5.679                            16.958
 
12/22/2011 12:49:58.255          333.750                              5.682                            16.967 12/22/2011 12:49:58.505          334.000                              5.679                            16.957 12/22/2011 12:49:58.755          334.250                              5.679                            16.957
 
12/22/2011 12:49:59.005          334.500                              5.681                            16.965
 
12/22/2011 12:49:59.255          334.750                              5.680                            16.961
 
12/22/2011 12:49:59.505          335.000                              5.678                            16.954 12/22/2011 12:49:59.755          335.250                              5.679                            16.959 12/22/2011 12:50:00.005          335.500                              5.678                            16.956 12/22/2011 12:50:00.255          335.750                              5.678                            16.954
 
12/22/2011 12:50:00.505          336.000                              5.679                            16.959
 
12/22/2011 12:50:00.755          336.250                              5.679                            16.959
 
12/22/2011 12:50:01.005          336.500                              5.680                            16.962
 
12/22/2011 12:50:01.255          336.750                              5.683                            16.971 12/22/2011 12:50:01.505          337.000                              5.681                            16.963 12/22/2011 12:50:01.755          337.250                              5.683                            16.969
 
12/22/2011 12:50:02.005          337.500                              5.678                            16.955
 
12/22/2011 12:50:02.255          337.750                              5.677                            16.953
 
12/22/2011 12:50:02.505          338.000                              5.683                            16.970
 
12/22/2011 12:50:02.755          338.250                              5.682                            16.966 12/22/2011 12:50:03.005          338.500                              5.682                            16.968 12/22/2011 12:50:03.255          338.750                              5.690                            16.991
 
12/22/2011 12:50:03.505          339.000                              5.679                            16.958
 
12/22/2011 12:50:03.755          339.250                              5.680                            16.962
 
12/22/2011 12:50:04.005          339.500                              5.681                            16.963
 
12/22/2011 12:50:04.255          339.750                              5.680                            16.961 12/22/2011 12:50:04.505          340.000                              5.682                            16.968 12/22/2011 12:50:04.755          340.250                              5.681                            16.964
 
12/22/2011 12:50:05.005          340.500                              5.683                            16.971
 
12/22/2011 12:50:05.255          340.750                              5.680                            16.960
 
12/22/2011 12:50:05.505          341.000                              5.679                            16.959
 
12/22/2011 12:50:05.755          341.250                              5.682                            16.968
 
12/22/2011 12:50:06.005          341.500                              5.679                            16.959 12/22/2011 12:50:06.255          341.750                              5.684                            16.973 12/22/2011 12:50:06.505          342.000                              5.681                            16.964
 
12/22/2011 12:50:06.755          342.250                              5.683                            16.971
 
12/22/2011 12:50:07.005          342.500                              5.679                            16.957
 
12/22/2011 12:50:07.255          342.750                              5.682                            16.966
 
12/22/2011 12:50:07.505          343.000                              5.684                            16.974 12/22/2011 12:50:07.755          343.250                              5.681                            16.965 12/22/2011 12:50:08.005          343.500                              5.680                            16.962
 
12/22/2011 12:50:08.255          343.750                              5.682                            16.966
 
12/22/2011 12:50:08.505          344.000                              5.679                            16.957
 
12/22/2011 12:50:08.755          344.250                              5.685                            16.975
 
12/22/2011 12:50:09.005          344.500                              5.679                            16.959 12/22/2011 12:50:09.255          344.750                              5.679                            16.958 12/22/2011 12:50:09.505          345.000                              5.681                            16.965
 
12/22/2011 12:50:09.755          345.250                              5.680                            16.962 12/22/2011 12:50:10.005          345.500                              5.680                            16.962 12/22/2011 12:50:10.255          345.750                              5.684                            16.973
 
12/22/2011 12:50:10.505          346.000                              5.681                            16.965
 
12/22/2011 12:50:10.755          346.250                              5.681                            16.964 12/22/2011 12:50:11.005          346.500                              5.683                            16.970 12/22/2011 12:50:11.255          346.750                              5.679                            16.957
 
12/22/2011 12:50:11.505          347.000                              5.682                            16.968
 
12/22/2011 12:50:11.755          347.250                              5.679                            16.959 12/22/2011 12:50:12.005          347.500                              5.680                            16.962 12/22/2011 12:50:12.255          347.750                              5.678                            16.954 12/22/2011 12:50:12.505          348.000                              5.677                            16.952 12/22/2011 12:50:12.755          348.250                              5.682                            16.967
 
12/22/2011 12:50:13.005          348.500                              5.683                            16.969
 
12/22/2011 12:50:13.255          348.750                              5.685                            16.975
 
12/22/2011 12:50:13.505          349.000                              5.686                            16.980
 
12/22/2011 12:50:13.755          349.250                              6.662                            19.894 12/22/2011 12:50:14.005          349.500                              5.574                            16.645 12/22/2011 12:50:14.255          349.750                              5.769                            17.227
 
12/22/2011 12:50:14.505          350.000                              5.768                            17.223
 
12/22/2011 12:50:14.755          350.250                              5.757                            17.190
 
12/22/2011 12:50:15.005          350.500                              5.742                            17.146
 
12/22/2011 12:50:15.255          350.750                              5.735                            17.125 12/22/2011 12:50:15.505          351.000                              5.723                            17.091 12/22/2011 12:50:15.755          351.250                              5.718                            17.075
 
12/22/2011 12:50:16.005          351.500                              5.708                            17.045
 
12/22/2011 12:50:16.255          351.750                              5.706                            17.039
 
12/22/2011 12:50:16.505          352.000                              5.709                            17.047
 
12/22/2011 12:50:16.755          352.250                              5.701                            17.024 12/22/2011 12:50:17.005          352.500                              5.698                            17.014 12/22/2011 12:50:17.255          352.750                              5.700                            17.022
 
12/22/2011 12:50:17.505          353.000                              5.697                            17.012
 
12/22/2011 12:50:17.755          353.250                              5.697                            17.011 12/22/2011 12:50:18.005          353.500                              5.693                            17.000 12/22/2011 12:50:18.255          353.750                              5.694                            17.003
 
12/22/2011 12:50:18.505          354.000                              5.692                            16.996 12/22/2011 12:50:18.755          354.250                              5.693                            17.000 12/22/2011 12:50:19.005          354.500                              5.689                            16.987
 
12/22/2011 12:50:19.255          354.750                              5.690                            16.991
 
12/22/2011 12:50:19.505          355.000                              5.691                            16.994
 
12/22/2011 12:50:19.755          355.250                              5.691                            16.995 12/22/2011 12:50:20.005          355.500                              5.693                            17.000 12/22/2011 12:50:20.255          355.750                              5.692                            16.996 12/22/2011 12:50:20.505          356.000                              5.690                            16.990
 
12/22/2011 12:50:20.755          356.250                              5.688                            16.986
 
12/22/2011 12:50:21.005          356.500                              5.692                            16.996
 
12/22/2011 12:50:21.255          356.750                              5.691                            16.994
 
12/22/2011 12:50:21.505          357.000                              5.686                            16.980 12/22/2011 12:50:21.755          357.250                              5.688                            16.985 12/22/2011 12:50:22.005          357.500                              5.690                            16.991
 
12/22/2011 12:50:22.255          357.750                              5.690                            16.991
 
12/22/2011 12:50:22.505          358.000                              5.686                            16.979
 
12/22/2011 12:50:22.755          358.250                              5.689                            16.988
 
12/22/2011 12:50:23.005          358.500                              5.689                            16.989 12/22/2011 12:50:23.255          358.750                              5.687                            16.981 12/22/2011 12:50:23.505          359.000                              5.688                            16.984
 
12/22/2011 12:50:23.755          359.250                              5.689                            16.989
 
12/22/2011 12:50:24.005          359.500                              5.691                            16.994
 
12/22/2011 12:50:24.255          359.750                              5.690                            16.990
 
12/22/2011 12:50:24.505          360.000                              5.703                            17.030 12/22/2011 12:50:24.755          360.250                              5.688                            16.985 12/22/2011 12:50:25.005          360.500                              5.688                            16.986
 
12/22/2011 12:50:25.255          360.750                              5.689                            16.987
 
12/22/2011 12:50:25.505          361.000                              5.688                            16.985
 
12/22/2011 12:50:25.755          361.250                              5.690                            16.991
 
12/22/2011 12:50:26.005          361.500                              5.688                            16.986
 
12/22/2011 12:50:26.255          361.750                              5.692                            16.997 12/22/2011 12:50:26.505          362.000                              5.688                            16.984 12/22/2011 12:50:26.755          362.250                              5.690                            16.990
 
12/22/2011 12:50:27.005          362.500                              5.690                            16.990
 
12/22/2011 12:50:27.255          362.750                              5.687                            16.981
 
12/22/2011 12:50:27.505          363.000                              5.687                            16.982
 
12/22/2011 12:50:27.755          363.250                              5.691                            16.994 12/22/2011 12:50:28.005          363.500                              5.692                            16.997 12/22/2011 12:50:28.255          363.750                              5.686                            16.980
 
12/22/2011 12:50:28.505          364.000                              5.688                            16.984
 
12/22/2011 12:50:28.755          364.250                              5.688                            16.985
 
12/22/2011 12:50:29.005          364.500                              5.688                            16.985
 
12/22/2011 12:50:29.255          364.750                              5.689                            16.989 12/22/2011 12:50:29.505          365.000                              5.685                            16.975 12/22/2011 12:50:29.755          365.250                              5.691                            16.994
 
12/22/2011 12:50:30.005          365.500                              5.687                            16.982 12/22/2011 12:50:30.255          365.750                              5.688                            16.985 12/22/2011 12:50:30.505          366.000                              5.690                            16.990
 
12/22/2011 12:50:30.755          366.250                              5.688                            16.986
 
12/22/2011 12:50:31.005          366.500                              5.687                            16.981 12/22/2011 12:50:31.255          366.750                              5.688                            16.984 12/22/2011 12:50:31.505          367.000                              5.687                            16.983
 
12/22/2011 12:50:31.755          367.250                              5.691                            16.992
 
12/22/2011 12:50:32.005          367.500                              5.689                            16.989 12/22/2011 12:50:32.255          367.750                              5.688                            16.986 12/22/2011 12:50:32.505          368.000                              5.689                            16.989 12/22/2011 12:50:32.755          368.250                              5.688                            16.986 12/22/2011 12:50:33.005          368.500                              5.686                            16.979
 
12/22/2011 12:50:33.255          368.750                              5.686                            16.979
 
12/22/2011 12:50:33.505          369.000                              5.688                            16.984
 
12/22/2011 12:50:33.755          369.250                              5.687                            16.980
 
12/22/2011 12:50:34.005          369.500                              5.687                            16.981 12/22/2011 12:50:34.255          369.750                              5.689                            16.987 12/22/2011 12:50:34.505          370.000                              5.689                            16.987
 
12/22/2011 12:50:34.755          370.250                              5.690                            16.992
 
12/22/2011 12:50:35.005          370.500                              5.688                            16.986
 
12/22/2011 12:50:35.255          370.750                              5.689                            16.988
 
12/22/2011 12:50:35.505          371.000                              5.689                            16.989 12/22/2011 12:50:35.755          371.250                              5.691                            16.993 12/22/2011 12:50:36.005          371.500                              5.688                            16.985
 
12/22/2011 12:50:36.255          371.750                              5.689                            16.987
 
12/22/2011 12:50:36.505          372.000                              5.689                            16.989
 
12/22/2011 12:50:36.755          372.250                              5.690                            16.992
 
12/22/2011 12:50:37.005          372.500                              5.691                            16.993 12/22/2011 12:50:37.255          372.750                              5.688                            16.984 12/22/2011 12:50:37.505          373.000                              5.687                            16.981
 
12/22/2011 12:50:37.755          373.250                              5.688                            16.984
 
12/22/2011 12:50:38.005          373.500                              5.690                            16.990 12/22/2011 12:50:38.255          373.750                              5.688                            16.984 12/22/2011 12:50:38.505          374.000                              5.689                            16.988
 
12/22/2011 12:50:38.755          374.250                              5.690                            16.990 12/22/2011 12:50:39.005          374.500                              5.687                            16.981 12/22/2011 12:50:39.255          374.750                              5.690                            16.990
 
12/22/2011 12:50:39.505          375.000                              5.690                            16.992
 
12/22/2011 12:50:39.755          375.250                              5.688                            16.986
 
12/22/2011 12:50:40.005          375.500                              5.688                            16.986 12/22/2011 12:50:40.255          375.750                              5.688                            16.986 12/22/2011 12:50:40.505          376.000                              5.689                            16.988 12/22/2011 12:50:40.755          376.250                              5.691                            16.993
 
12/22/2011 12:50:41.005          376.500                              5.691                            16.994
 
12/22/2011 12:50:41.255          376.750                              5.688                            16.986
 
12/22/2011 12:50:41.505          377.000                              5.688                            16.985
 
12/22/2011 12:50:41.755          377.250                              5.691                            16.995 12/22/2011 12:50:42.005          377.500                              5.686                            16.979 12/22/2011 12:50:42.255          377.750                              5.688                            16.985
 
12/22/2011 12:50:42.505          378.000                              5.688                            16.984
 
12/22/2011 12:50:42.755          378.250                              5.687                            16.981
 
12/22/2011 12:50:43.005          378.500                              5.689                            16.987
 
12/22/2011 12:50:43.255          378.750                              5.687                            16.981 12/22/2011 12:50:43.505          379.000                              5.689                            16.987 12/22/2011 12:50:43.755          379.250                              5.686                            16.979
 
12/22/2011 12:50:44.005          379.500                              5.687                            16.981
 
12/22/2011 12:50:44.255          379.750                              5.688                            16.984
 
12/22/2011 12:50:44.505          380.000                              5.689                            16.988
 
12/22/2011 12:50:44.755          380.250                              5.688                            16.984 12/22/2011 12:50:45.005          380.500                              5.688                            16.985 12/22/2011 12:50:45.255          380.750                              5.687                            16.983
 
12/22/2011 12:50:45.505          381.000                              5.690                            16.991
 
12/22/2011 12:50:45.755          381.250                              5.693                            16.999
 
12/22/2011 12:50:46.005          381.500                              5.687                            16.981
 
12/22/2011 12:50:46.255          381.750                              5.687                            16.981
 
12/22/2011 12:50:46.505          382.000                              5.686                            16.980 12/22/2011 12:50:46.755          382.250                              5.691                            16.994 12/22/2011 12:50:47.005          382.500                              5.688                            16.985
 
12/22/2011 12:50:47.255          382.750                              5.690                            16.991
 
12/22/2011 12:50:47.505          383.000                              5.689                            16.989
 
12/22/2011 12:50:47.755          383.250                              5.689                            16.987
 
12/22/2011 12:50:48.005          383.500                              5.688                            16.984 12/22/2011 12:50:48.255          383.750                              5.689                            16.988 12/22/2011 12:50:48.505          384.000                              5.688                            16.985
 
12/22/2011 12:50:48.755          384.250                              5.690                            16.992
 
12/22/2011 12:50:49.005          384.500                              5.689                            16.989
 
12/22/2011 12:50:49.255          384.750                              5.687                            16.981
 
12/22/2011 12:50:49.505          385.000                              5.690                            16.990 12/22/2011 12:50:49.755          385.250                              5.687                            16.982 12/22/2011 12:50:50.005          385.500                              5.689                            16.989
 
12/22/2011 12:50:50.255          385.750                              5.688                            16.984 12/22/2011 12:50:50.505          386.000                              5.688                            16.984 12/22/2011 12:50:50.755          386.250                              5.690                            16.990
 
12/22/2011 12:50:51.005          386.500                              5.690                            16.990
 
12/22/2011 12:50:51.255          386.750                              5.690                            16.992 12/22/2011 12:50:51.505          387.000                              5.691                            16.994 12/22/2011 12:50:51.755          387.250                              5.690                            16.992
 
12/22/2011 12:50:52.005          387.500                              5.686                            16.979
 
12/22/2011 12:50:52.255          387.750                              5.688                            16.986 12/22/2011 12:50:52.505          388.000                              5.690                            16.991 12/22/2011 12:50:52.755          388.250                              5.687                            16.982 12/22/2011 12:50:53.005          388.500                              5.690                            16.990 12/22/2011 12:50:53.255          388.750                              5.686                            16.979
 
12/22/2011 12:50:53.505          389.000                              5.687                            16.981
 
12/22/2011 12:50:53.755          389.250                              5.688                            16.986
 
12/22/2011 12:50:54.005          389.500                              5.687                            16.980
 
12/22/2011 12:50:54.255          389.750                              5.686                            16.979 12/22/2011 12:50:54.505          390.000                              5.687                            16.982 12/22/2011 12:50:54.755          390.250                              5.688                            16.985
 
12/22/2011 12:50:55.005          390.500                              5.689                            16.988
 
12/22/2011 12:50:55.255          390.750                              5.690                            16.990
 
12/22/2011 12:50:55.505          391.000                              5.690                            16.990
 
12/22/2011 12:50:55.755          391.250                              5.688                            16.986 12/22/2011 12:50:56.005          391.500                              5.692                            16.996 12/22/2011 12:50:56.255          391.750                              5.689                            16.989
 
12/22/2011 12:50:56.510          392.005                              5.688                            16.985
 
12/22/2011 12:50:56.755          392.250                              5.691                            16.994
 
12/22/2011 12:50:57.005          392.500                              5.692                            16.998
 
12/22/2011 12:50:57.255          392.750                              5.689                            16.989 12/22/2011 12:50:57.505          393.000                              5.689                            16.987 12/22/2011 12:50:57.755          393.250                              5.691                            16.995
 
12/22/2011 12:50:58.005          393.500                              5.688                            16.984
 
12/22/2011 12:50:58.255          393.750                              5.690                            16.992 12/22/2011 12:50:58.505          394.000                              5.688                            16.985 12/22/2011 12:50:58.755          394.250                              5.687                            16.981
 
12/22/2011 12:50:59.005          394.500                              5.689                            16.989 12/22/2011 12:50:59.255          394.750                              5.687                            16.982 12/22/2011 12:50:59.505          395.000                              5.689                            16.987
 
12/22/2011 12:50:59.755          395.250                              5.687                            16.982
 
12/22/2011 12:51:00.005          395.500                              5.690                            16.990
 
12/22/2011 12:51:00.255          395.750                              5.688                            16.985 12/22/2011 12:51:00.505          396.000                              5.689                            16.989 12/22/2011 12:51:00.755          396.250                              5.690                            16.992 12/22/2011 12:51:01.005          396.500                              5.688                            16.984
 
12/22/2011 12:51:01.255          396.750                              5.686                            16.979
 
12/22/2011 12:51:01.505          397.000                              5.687                            16.983
 
12/22/2011 12:51:01.755          397.250                              5.685                            16.977
 
12/22/2011 12:51:02.005          397.500                              5.685                            16.977 12/22/2011 12:51:02.255          397.750                              5.689                            16.988 12/22/2011 12:51:02.505          398.000                              5.688                            16.986
 
12/22/2011 12:51:02.755          398.250                              5.685                            16.976
 
12/22/2011 12:51:03.005          398.500                              5.688                            16.986
 
12/22/2011 12:51:03.255          398.750                              5.687                            16.983
 
12/22/2011 12:51:03.505          399.000                              5.688                            16.986 12/22/2011 12:51:03.755          399.250                              5.689                            16.987 12/22/2011 12:51:04.005          399.500                              5.686                            16.977
 
12/22/2011 12:51:04.255          399.750                              5.689                            16.988
 
12/22/2011 12:51:04.505          400.000                              5.684                            16.972
 
12/22/2011 12:51:04.755          400.250                              5.689                            16.988
 
12/22/2011 12:51:05.005          400.500                              5.688                            16.986 12/22/2011 12:51:05.255          400.750                              5.688                            16.984 12/22/2011 12:51:05.505          401.000                              5.688                            16.984
 
12/22/2011 12:51:05.755          401.250                              5.687                            16.981
 
12/22/2011 12:51:06.005          401.500                              5.687                            16.982
 
12/22/2011 12:51:06.255          401.750                              5.688                            16.984
 
12/22/2011 12:51:06.505          402.000                              5.688                            16.986
 
12/22/2011 12:51:06.755          402.250                              5.686                            16.979 12/22/2011 12:51:07.005          402.500                              5.693                            17.001 12/22/2011 12:51:07.255          402.750                              5.690                            16.990
 
12/22/2011 12:51:07.505          403.000                              5.688                            16.984
 
12/22/2011 12:51:07.755          403.250                              5.690                            16.991
 
12/22/2011 12:51:08.005          403.500                              5.687                            16.983
 
12/22/2011 12:51:08.255          403.750                              5.689                            16.987 12/22/2011 12:51:08.505          404.000                              5.687                            16.982 12/22/2011 12:51:08.755          404.250                              5.688                            16.984
 
12/22/2011 12:51:09.005          404.500                              5.688                            16.986
 
12/22/2011 12:51:09.255          404.750                              5.689                            16.987
 
12/22/2011 12:51:09.505          405.000                              5.690                            16.991
 
12/22/2011 12:51:09.755          405.250                              5.690                            16.992 12/22/2011 12:51:10.005          405.500                              5.691                            16.993 12/22/2011 12:51:10.255          405.750                              5.690                            16.991
 
12/22/2011 12:51:10.505          406.000                              5.691                            16.993 12/22/2011 12:51:10.755          406.250                              5.695                            17.005 12/22/2011 12:51:11.005          406.500                              5.688                            16.985
 
12/22/2011 12:51:11.255          406.750                              5.689                            16.989
 
12/22/2011 12:51:11.505          407.000                              5.691                            16.992 12/22/2011 12:51:11.755          407.250                              5.688                            16.984 12/22/2011 12:51:12.005          407.500                              5.689                            16.989
 
12/22/2011 12:51:12.255          407.750                              5.688                            16.985
 
12/22/2011 12:51:12.505          408.000                              5.686                            16.980 12/22/2011 12:51:12.755          408.250                              5.689                            16.987 12/22/2011 12:51:13.005          408.500                              5.691                            16.993 12/22/2011 12:51:13.255          408.750                              5.689                            16.989 12/22/2011 12:51:13.505          409.000                              5.689                            16.988
 
12/22/2011 12:51:13.755          409.250                              5.690                            16.992
 
12/22/2011 12:51:14.005          409.500                              5.688                            16.984
 
12/22/2011 12:51:14.255          409.750                              5.688                            16.986
 
12/22/2011 12:51:14.505          410.000                              5.691                            16.994 12/22/2011 12:51:14.755          410.250                              5.687                            16.982 12/22/2011 12:51:15.005          410.500                              5.691                            16.993
 
12/22/2011 12:51:15.255          410.750                              5.689                            16.987
 
12/22/2011 12:51:15.505          411.000                              5.687                            16.982
 
12/22/2011 12:51:15.755          411.250                              5.690                            16.991
 
12/22/2011 12:51:16.005          411.500                              5.689                            16.989 12/22/2011 12:51:16.255          411.750                              5.688                            16.985 12/22/2011 12:51:16.505          412.000                              5.685                            16.975
 
12/22/2011 12:51:16.755          412.250                              5.690                            16.992
 
12/22/2011 12:51:17.005          412.500                              5.691                            16.994
 
12/22/2011 12:51:17.255          412.750                              5.687                            16.983
 
12/22/2011 12:51:17.505          413.000                              5.690                            16.992 12/22/2011 12:51:17.756          413.251                              5.692                            16.996 12/22/2011 12:51:18.005          413.500                              5.690                            16.990
 
12/22/2011 12:51:18.255          413.750                              5.688                            16.984
 
12/22/2011 12:51:18.505          414.000                              5.689                            16.988 12/22/2011 12:51:18.755          414.250                              5.688                            16.986 12/22/2011 12:51:19.005          414.500                              5.691                            16.992
 
12/22/2011 12:51:19.255          414.750                              5.690                            16.992 12/22/2011 12:51:19.505          415.000                              5.690                            16.991 12/22/2011 12:51:19.755          415.250                              5.689                            16.988
 
12/22/2011 12:51:20.005          415.500                              5.688                            16.985
 
12/22/2011 12:51:20.255          415.750                              5.688                            16.985
 
12/22/2011 12:51:20.505          416.000                              5.688                            16.985 12/22/2011 12:51:20.755          416.250                              5.691                            16.993 12/22/2011 12:51:21.005          416.500                              5.690                            16.992 12/22/2011 12:51:21.255          416.750                              5.689                            16.987
 
12/22/2011 12:51:21.505          417.000                              5.689                            16.989
 
12/22/2011 12:51:21.755          417.250                              5.688                            16.984
 
12/22/2011 12:51:22.005          417.500                              5.689                            16.989
 
12/22/2011 12:51:22.255          417.750                              5.691                            16.994 12/22/2011 12:51:22.505          418.000                              5.689                            16.987 12/22/2011 12:51:22.755          418.250                              5.690                            16.991
 
12/22/2011 12:51:23.005          418.500                              5.690                            16.990
 
12/22/2011 12:51:23.255          418.750                              5.686                            16.980
 
12/22/2011 12:51:23.505          419.000                              5.685                            16.977
 
12/22/2011 12:51:23.755          419.250                              5.688                            16.985 12/22/2011 12:51:24.005          419.500                              5.688                            16.985 12/22/2011 12:51:24.255          419.750                              5.690                            16.990
 
12/22/2011 12:51:24.505          420.000                              5.687                            16.983
 
12/22/2011 12:51:24.755          420.250                              5.690                            16.992
 
12/22/2011 12:51:25.005          420.500                              5.691                            16.994
 
12/22/2011 12:51:25.255          420.750                              5.690                            16.991 12/22/2011 12:51:25.505          421.000                              5.689                            16.989 12/22/2011 12:51:25.755          421.250                              5.686                            16.980
 
12/22/2011 12:51:26.005          421.500                              5.689                            16.988
 
12/22/2011 12:51:26.255          421.750                              5.690                            16.990
 
12/22/2011 12:51:26.505          422.000                              5.690                            16.991
 
12/22/2011 12:51:26.755          422.250                              5.689                            16.989
 
12/22/2011 12:51:27.005          422.500                              5.686                            16.979 12/22/2011 12:51:27.255          422.750                              5.688                            16.986 12/22/2011 12:51:27.505          423.000                              5.689                            16.989
 
12/22/2011 12:51:27.755          423.250                              5.690                            16.990
 
12/22/2011 12:51:28.005          423.500                              5.689                            16.987
 
12/22/2011 12:51:28.255          423.750                              5.700                            17.021
 
12/22/2011 12:51:28.505          424.000                              5.693                            16.999 12/22/2011 12:51:28.755          424.250                              5.689                            16.987 12/22/2011 12:51:29.005          424.500                              5.691                            16.994
 
12/22/2011 12:51:29.255          424.750                              5.689                            16.989
 
12/22/2011 12:51:29.505          425.000                              5.689                            16.987
 
12/22/2011 12:51:29.755          425.250                              5.686                            16.979
 
12/22/2011 12:51:30.005          425.500                              5.689                            16.987 12/22/2011 12:51:30.255          425.750                              5.690                            16.991 12/22/2011 12:51:30.505          426.000                              5.693                            16.999
 
12/22/2011 12:51:30.755          426.250                              5.691                            16.995 12/22/2011 12:51:31.005          426.500                              5.688                            16.984 12/22/2011 12:51:31.255          426.750                              5.688                            16.984
 
12/22/2011 12:51:31.505          427.000                              5.688                            16.986
 
12/22/2011 12:51:31.755          427.250                              5.688                            16.986 12/22/2011 12:51:32.005          427.500                              5.689                            16.987 12/22/2011 12:51:32.255          427.750                              5.690                            16.990
 
12/22/2011 12:51:32.505          428.000                              5.689                            16.987
 
12/22/2011 12:51:32.755          428.250                              5.691                            16.994 12/22/2011 12:51:33.005          428.500                              5.687                            16.983 12/22/2011 12:51:33.255          428.750                              5.684                            16.974 12/22/2011 12:51:33.505          429.000                              5.688                            16.985 12/22/2011 12:51:33.755          429.250                              5.688                            16.985
 
12/22/2011 12:51:34.005          429.500                              5.685                            16.975
 
12/22/2011 12:51:34.255          429.750                              5.686                            16.979
 
12/22/2011 12:51:34.505          430.000                              5.689                            16.988
 
12/22/2011 12:51:34.755          430.250                              5.689                            16.988 12/22/2011 12:51:35.005          430.500                              5.686                            16.980 12/22/2011 12:51:35.255          430.750                              5.692                            16.996
 
12/22/2011 12:51:35.505          431.000                              5.689                            16.988
 
12/22/2011 12:51:35.755          431.250                              5.691                            16.993
 
12/22/2011 12:51:36.005          431.500                              5.689                            16.988
 
12/22/2011 12:51:36.255          431.750                              5.688                            16.986 12/22/2011 12:51:36.505          432.000                              5.691                            16.994 12/22/2011 12:51:36.755          432.250                              5.693                            17.000
 
12/22/2011 12:51:37.005          432.500                              5.690                            16.992
 
12/22/2011 12:51:37.255          432.750                              5.688                            16.984
 
12/22/2011 12:51:37.505          433.000                              5.692                            16.995
 
12/22/2011 12:51:37.755          433.250                              5.692                            16.996 12/22/2011 12:51:38.005          433.500                              5.688                            16.986 12/22/2011 12:51:38.255          433.750                              5.689                            16.988
 
12/22/2011 12:51:38.505          434.000                              5.692                            16.997
 
12/22/2011 12:51:38.755          434.250                              5.691                            16.993 12/22/2011 12:51:39.005          434.500                              5.692                            16.996 12/22/2011 12:51:39.255          434.750                              5.688                            16.986
 
12/22/2011 12:51:39.505          435.000                              5.692                            16.997 12/22/2011 12:51:39.755          435.250                              5.690                            16.990 12/22/2011 12:51:40.005          435.500                              5.687                            16.982
 
12/22/2011 12:51:40.255          435.750                              5.694                            17.002
 
12/22/2011 12:51:40.505          436.000                              5.692                            16.996
 
12/22/2011 12:51:40.755          436.250                              5.693                            17.000 12/22/2011 12:51:41.005          436.500                              5.692                            16.996 12/22/2011 12:51:41.255          436.750                              5.693                            17.000 12/22/2011 12:51:41.505          437.000                              5.688                            16.984
 
12/22/2011 12:51:41.755          437.250                              5.693                            17.000
 
12/22/2011 12:51:42.005          437.500                              5.692                            16.998
 
12/22/2011 12:51:42.255          437.750                              5.692                            16.996


12/22/2011 12:51:42.505           438.000                             5.691                             16.992 12/22/2011 12:51:42.755           438.250                             5.693                            17.000 12/22/2011 12:51:43.005           438.500                             5.689                             16.987
12/22/2011 12:44:25.881 1.376 5.691 16.993 12/22/2011 12:44:26.099 1.594 5.691 16.992 12/22/2011 12:44:26.318 1.813 5.692 16.997 12/22/2011 12:44:26.537 2.032 5.689 16.988 12/22/2011 12:44:26.756 2.251 5.691 16.995 12/22/2011 12:44:27.005 2.500 5.690 16.991 12/22/2011 12:44:27.255 2.750 5.688 16.984 12/22/2011 12:44:27.505 3.000 5.688 16.985 12/22/2011 12:44:27.755 3.250 5.691 16.993 12/22/2011 12:44:28.005 3.500 5.690 16.990 12/22/2011 12:44:28.255 3.750 5.688 16.985 12/22/2011 12:44:28.505 4.000 5.689 16.986 12/22/2011 12:44:28.755 4.250 5.691 16.995 12/22/2011 12:44:29.005 4.500 5.686 16.980 12/22/2011 12:44:29.255 4.750 5.687 16.982 12/22/2011 12:44:29.505 5.000 5.691 16.993 12/22/2011 12:44:29.755 5.250 5.695 17.005 12/22/2011 12:44:30.005 5.500 6.539 19.525 12/22/2011 12:44:30.255 5.750 5.971 17.830 12/22/2011 12:44:30.505 6.000 5.802 17.324 12/22/2011 12:44:30.755 6.250 5.754 17.182 12/22/2011 12:44:31.005 6.500 5.754 17.183 12/22/2011 12:44:31.255 6.750 5.744 17.153 12/22/2011 12:44:31.505 7.000 5.736 17.128 12/22/2011 12:44:31.755 7.250 5.721 17.085 12/22/2011 12:44:32.005 7.500 5.714 17.062 12/22/2011 12:44:32.255 7.750 5.701 17.024 12/22/2011 12:44:32.505 8.000 5.703 17.029 12/22/2011 12:44:32.755 8.250 5.700 17.021 12/22/2011 12:44:33.005 8.500 5.695 17.006 12/22/2011 12:44:33.255 8.750 5.697 17.011 12/22/2011 12:44:33.505 9.000 5.694 17.004 12/22/2011 12:44:33.755 9.250 5.692 16.996 12/22/2011 12:44:34.009 9.504 5.689 16.988 12/22/2011 12:44:34.255 9.750 5.692 16.997 12/22/2011 12:44:34.505 10.000 5.690 16.991 12/22/2011 12:44:34.755 10.250 5.689 16.989 12/22/2011 12:44:35.005 10.500 5.689 16.988 12/22/2011 12:44:35.255 10.750 5.692 16.996 12/22/2011 12:44:35.505 11.000 5.690 16.992 12/22/2011 12:44:35.755 11.250 5.686 16.980 12/22/2011 12:44:36.005 11.500 5.690 16.990 12/22/2011 12:44:36.255 11.750 5.690 16.990 12/22/2011 12:44:36.505 12.000 5.690 16.991 12/22/2011 12:44:36.755 12.250 5.692 16.996 12/22/2011 12:44:37.005 12.500 5.688 16.984 12/22/2011 12:44:37.255 12.750 5.689 16.989 12/22/2011 12:44:37.505 13.000 5.688 16.985 12/22/2011 12:44:37.755 13.250 5.689 16.987 12/22/2011 12:44:38.005 13.500 5.691 16.994 12/22/2011 12:44:38.255 13.750 5.689 16.988 12/22/2011 12:44:38.505 14.000 5.690 16.990 12/22/2011 12:44:38.755 14.250 5.688 16.985 12/22/2011 12:44:39.005 14.500 5.691 16.993 12/22/2011 12:44:39.255 14.750 5.687 16.983 12/22/2011 12:44:39.505 15.000 5.686 16.979 12/22/2011 12:44:39.755 15.250 5.690 16.992 12/22/2011 12:44:40.005 15.500 5.688 16.984 12/22/2011 12:44:40.255 15.750 5.690 16.991 12/22/2011 12:44:40.505 16.000 5.692 16.996 12/22/2011 12:44:40.755 16.250 5.690 16.991 12/22/2011 12:44:41.005 16.500 5.690 16.990 12/22/2011 12:44:41.255 16.750 5.688 16.984 12/22/2011 12:44:41.505 17.000 5.687 16.983 12/22/2011 12:44:41.755 17.250 5.686 16.980 12/22/2011 12:44:42.005 17.500 5.688 16.985 12/22/2011 12:44:42.255 17.750 5.689 16.987 12/22/2011 12:44:42.505 18.000 5.686 16.977 12/22/2011 12:44:42.755 18.250 5.686 16.978 12/22/2011 12:44:43.005 18.500 5.690 16.991 12/22/2011 12:44:43.255 18.750 5.690 16.990 12/22/2011 12:44:43.505 19.000 5.685 16.976 12/22/2011 12:44:43.755 19.250 5.691 16.992 12/22/2011 12:44:44.005 19.500 5.691 16.992 12/22/2011 12:44:44.255 19.750 5.690 16.992 12/22/2011 12:44:44.505 20.000 5.695 17.006 12/22/2011 12:44:44.755 20.250 5.689 16.989 12/22/2011 12:44:45.005 20.500 5.688 16.986 12/22/2011 12:44:45.255 20.750 5.687 16.982 12/22/2011 12:44:45.505 21.000 5.688 16.984 12/22/2011 12:44:45.755 21.250 5.687 16.981


12/22/2011 12:51:43.255           438.750                             5.692                            16.997
12/22/2011 12:44:46.005 21.500 5.688 16.985 12/22/2011 12:44:46.255 21.750 5.689 16.987 12/22/2011 12:44:46.505 22.000 5.692 16.996 12/22/2011 12:44:46.755 22.250 5.688 16.986 12/22/2011 12:44:47.005 22.500 5.688 16.984 12/22/2011 12:44:47.255 22.750 5.689 16.987 12/22/2011 12:44:47.505 23.000 5.687 16.980 12/22/2011 12:44:47.755 23.250 5.688 16.986 12/22/2011 12:44:48.005 23.500 5.685 16.977 12/22/2011 12:44:48.255 23.750 5.689 16.988 12/22/2011 12:44:48.505 24.000 5.686 16.980 12/22/2011 12:44:48.755 24.250 5.689 16.989 12/22/2011 12:44:49.005 24.500 5.689 16.987 12/22/2011 12:44:49.255 24.750 5.685 16.977 12/22/2011 12:44:49.505 25.000 5.689 16.989 12/22/2011 12:44:49.755 25.250 5.692 16.998 12/22/2011 12:44:50.005 25.500 5.687 16.983 12/22/2011 12:44:50.255 25.750 5.687 16.980 12/22/2011 12:44:50.505 26.000 5.686 16.979 12/22/2011 12:44:50.755 26.250 5.688 16.984 12/22/2011 12:44:51.005 26.500 5.685 16.976 12/22/2011 12:44:51.255 26.750 5.688 16.986 12/22/2011 12:44:51.505 27.000 5.685 16.975 12/22/2011 12:44:51.755 27.250 5.688 16.985 12/22/2011 12:44:52.005 27.500 5.688 16.986 12/22/2011 12:44:52.255 27.750 5.688 16.985 12/22/2011 12:44:52.505 28.000 5.687 16.982 12/22/2011 12:44:52.755 28.250 5.687 16.981 12/22/2011 12:44:53.005 28.500 5.686 16.978 12/22/2011 12:44:53.255 28.750 5.683 16.969 12/22/2011 12:44:53.505 29.000 5.684 16.973 12/22/2011 12:44:53.755 29.250 5.685 16.974 12/22/2011 12:44:54.005 29.500 5.689 16.989 12/22/2011 12:44:54.255 29.750 5.686 16.978 12/22/2011 12:44:54.505 30.000 5.687 16.982 12/22/2011 12:44:54.755 30.250 5.684 16.973 12/22/2011 12:44:55.005 30.500 5.685 16.977 12/22/2011 12:44:55.255 30.750 5.689 16.989 12/22/2011 12:44:55.505 31.000 5.690 16.990 12/22/2011 12:44:55.755 31.250 5.688 16.984 12/22/2011 12:44:56.005 31.500 5.690 16.990 12/22/2011 12:44:56.255 31.750 5.687 16.983 12/22/2011 12:44:56.505 32.000 5.686 16.978 12/22/2011 12:44:56.755 32.250 5.685 16.975 12/22/2011 12:44:57.005 32.500 5.684 16.972 12/22/2011 12:44:57.255 32.750 5.682 16.967 12/22/2011 12:44:57.505 33.000 5.686 16.979 12/22/2011 12:44:57.755 33.250 5.688 16.984 12/22/2011 12:44:58.005 33.500 5.683 16.970 12/22/2011 12:44:58.255 33.750 5.691 16.994 12/22/2011 12:44:58.505 34.000 5.689 16.987 12/22/2011 12:44:58.755 34.250 5.689 16.988 12/22/2011 12:44:59.005 34.500 5.689 16.988 12/22/2011 12:44:59.255 34.750 5.691 16.993 12/22/2011 12:44:59.505 35.000 5.687 16.981 12/22/2011 12:44:59.755 35.250 5.685 16.975 12/22/2011 12:45:00.005 35.500 5.688 16.985 12/22/2011 12:45:00.255 35.750 5.684 16.972 12/22/2011 12:45:00.505 36.000 5.686 16.978 12/22/2011 12:45:00.755 36.250 5.687 16.980 12/22/2011 12:45:01.005 36.500 5.685 16.977 12/22/2011 12:45:01.255 36.750 5.684 16.973 12/22/2011 12:45:01.505 37.000 5.685 16.975 12/22/2011 12:45:01.755 37.250 5.686 16.980 12/22/2011 12:45:02.005 37.500 5.683 16.971 12/22/2011 12:45:02.255 37.750 5.685 16.976 12/22/2011 12:45:02.505 38.000 5.683 16.971 12/22/2011 12:45:02.755 38.250 5.686 16.978 12/22/2011 12:45:03.005 38.500 5.689 16.987 12/22/2011 12:45:03.255 38.750 5.687 16.983 12/22/2011 12:45:03.505 39.000 5.686 16.980 12/22/2011 12:45:03.755 39.250 5.686 16.980 12/22/2011 12:45:04.005 39.500 5.684 16.972 12/22/2011 12:45:04.255 39.750 5.686 16.978 12/22/2011 12:45:04.505 40.000 5.688 16.984 12/22/2011 12:45:04.755 40.250 5.688 16.986 12/22/2011 12:45:05.005 40.500 5.686 16.979 12/22/2011 12:45:05.255 40.750 5.686 16.979 12/22/2011 12:45:05.505 41.000 5.686 16.979 12/22/2011 12:45:05.755 41.250 5.691 16.992 12/22/2011 12:45:06.005 41.500 5.690 16.990


12/22/2011 12:51:43.505           439.000                             5.691                             16.993
12/22/2011 12:45:06.255 41.750 5.688 16.984 12/22/2011 12:45:06.505 42.000 5.688 16.986 12/22/2011 12:45:06.755 42.250 5.690 16.992 12/22/2011 12:45:07.005 42.500 5.691 16.994 12/22/2011 12:45:07.255 42.750 5.691 16.993 12/22/2011 12:45:07.505 43.000 5.686 16.978 12/22/2011 12:45:07.755 43.250 5.688 16.985 12/22/2011 12:45:08.005 43.500 5.681 16.964 12/22/2011 12:45:08.255 43.750 5.686 16.978 12/22/2011 12:45:08.505 44.000 5.690 16.990 12/22/2011 12:45:08.755 44.250 5.686 16.979 12/22/2011 12:45:09.005 44.500 5.690 16.990 12/22/2011 12:45:09.255 44.750 5.687 16.983 12/22/2011 12:45:09.505 45.000 5.686 16.979 12/22/2011 12:45:09.755 45.250 5.686 16.980 12/22/2011 12:45:10.005 45.500 5.686 16.980 12/22/2011 12:45:10.255 45.750 5.687 16.981 12/22/2011 12:45:10.505 46.000 5.684 16.972 12/22/2011 12:45:10.755 46.250 5.685 16.977 12/22/2011 12:45:11.005 46.500 5.685 16.975 12/22/2011 12:45:11.255 46.750 5.686 16.980 12/22/2011 12:45:11.505 47.000 5.690 16.989 12/22/2011 12:45:11.755 47.250 5.691 16.993 12/22/2011 12:45:12.005 47.500 5.690 16.991 12/22/2011 12:45:12.255 47.750 5.689 16.987 12/22/2011 12:45:12.505 48.000 5.687 16.983 12/22/2011 12:45:12.755 48.250 5.685 16.975 12/22/2011 12:45:13.005 48.500 5.685 16.976 12/22/2011 12:45:13.255 48.750 5.685 16.976 12/22/2011 12:45:13.505 49.000 5.686 16.978 12/22/2011 12:45:13.755 49.250 5.685 16.975 12/22/2011 12:45:14.005 49.500 5.687 16.982 12/22/2011 12:45:14.255 49.750 5.684 16.973 12/22/2011 12:45:14.505 50.000 5.688 16.984 12/22/2011 12:45:14.755 50.250 5.686 16.978 12/22/2011 12:45:15.005 50.500 5.687 16.982 12/22/2011 12:45:15.255 50.750 5.686 16.980 12/22/2011 12:45:15.505 51.000 5.689 16.987 12/22/2011 12:45:15.755 51.250 5.690 16.990 12/22/2011 12:45:16.005 51.500 5.691 16.995 12/22/2011 12:45:16.255 51.750 5.685 16.976 12/22/2011 12:45:16.515 52.010 5.686 16.978 12/22/2011 12:45:16.755 52.250 5.687 16.982 12/22/2011 12:45:17.005 52.500 5.686 16.979 12/22/2011 12:45:17.255 52.750 5.689 16.989 12/22/2011 12:45:17.505 53.000 5.688 16.985 12/22/2011 12:45:17.755 53.250 5.688 16.985 12/22/2011 12:45:18.005 53.500 5.687 16.981 12/22/2011 12:45:18.255 53.750 5.688 16.984 12/22/2011 12:45:18.505 54.000 5.686 16.979 12/22/2011 12:45:18.755 54.250 5.684 16.974 12/22/2011 12:45:19.005 54.500 5.688 16.986 12/22/2011 12:45:19.255 54.750 5.688 16.983 12/22/2011 12:45:19.505 55.000 5.691 16.992 12/22/2011 12:45:19.755 55.250 5.685 16.974 12/22/2011 12:45:20.005 55.500 5.687 16.981 12/22/2011 12:45:20.255 55.750 5.686 16.979 12/22/2011 12:45:20.505 56.000 5.686 16.980 12/22/2011 12:45:20.755 56.250 5.689 16.989 12/22/2011 12:45:21.005 56.500 5.686 16.980 12/22/2011 12:45:21.255 56.750 5.683 16.970 12/22/2011 12:45:21.505 57.000 5.685 16.975 12/22/2011 12:45:21.755 57.250 5.687 16.981 12/22/2011 12:45:22.005 57.500 5.685 16.975 12/22/2011 12:45:22.255 57.750 5.688 16.986 12/22/2011 12:45:22.505 58.000 5.686 16.978 12/22/2011 12:45:22.755 58.250 5.684 16.974 12/22/2011 12:45:23.005 58.500 5.684 16.972 12/22/2011 12:45:23.255 58.750 5.685 16.975 12/22/2011 12:45:23.505 59.000 5.686 16.979 12/22/2011 12:45:23.755 59.250 5.688 16.985 12/22/2011 12:45:24.005 59.500 5.687 16.981 12/22/2011 12:45:24.255 59.750 5.685 16.975 12/22/2011 12:45:24.505 60.000 5.690 16.989 12/22/2011 12:45:24.755 60.250 5.688 16.986 12/22/2011 12:45:25.005 60.500 5.688 16.985 12/22/2011 12:45:25.255 60.750 5.686 16.979 12/22/2011 12:45:25.505 61.000 5.690 16.992 12/22/2011 12:45:25.755 61.250 5.688 16.984 12/22/2011 12:45:26.005 61.500 5.686 16.980 12/22/2011 12:45:26.255 61.750 5.684 16.972


12/22/2011 12:51:43.755           439.250                             5.675                            16.946
12/22/2011 12:45:26.505 62.000 5.686 16.980 12/22/2011 12:45:26.755 62.250 5.689 16.987 12/22/2011 12:45:27.005 62.500 5.691 16.994 12/22/2011 12:45:27.255 62.750 5.692 16.997 12/22/2011 12:45:27.505 63.000 5.689 16.989 12/22/2011 12:45:27.755 63.250 5.688 16.986 12/22/2011 12:45:28.005 63.500 5.685 16.976 12/22/2011 12:45:28.255 63.750 5.685 16.975 12/22/2011 12:45:28.505 64.000 5.687 16.981 12/22/2011 12:45:28.755 64.250 5.684 16.972 12/22/2011 12:45:29.005 64.500 5.681 16.965 12/22/2011 12:45:29.255 64.750 5.690 16.991 12/22/2011 12:45:29.505 65.000 5.688 16.983 12/22/2011 12:45:29.755 65.250 5.689 16.987 12/22/2011 12:45:30.005 65.500 5.689 16.987 12/22/2011 12:45:30.255 65.750 5.687 16.981 12/22/2011 12:45:30.505 66.000 5.687 16.981 12/22/2011 12:45:30.755 66.250 5.689 16.986 12/22/2011 12:45:31.005 66.500 5.689 16.987 12/22/2011 12:45:31.255 66.750 5.683 16.971 12/22/2011 12:45:31.505 67.000 5.685 16.975 12/22/2011 12:45:31.755 67.250 5.686 16.979 12/22/2011 12:45:32.005 67.500 5.687 16.981 12/22/2011 12:45:32.255 67.750 5.686 16.980 12/22/2011 12:45:32.505 68.000 5.687 16.980 12/22/2011 12:45:32.755 68.250 5.686 16.977 12/22/2011 12:45:33.005 68.500 5.688 16.986 12/22/2011 12:45:33.255 68.750 5.688 16.986 12/22/2011 12:45:33.505 69.000 5.687 16.982 12/22/2011 12:45:33.755 69.250 5.685 16.977 12/22/2011 12:45:34.005 69.500 5.687 16.982 12/22/2011 12:45:34.255 69.750 5.686 16.980 12/22/2011 12:45:34.505 70.000 5.688 16.984 12/22/2011 12:45:34.755 70.250 5.686 16.979 12/22/2011 12:45:35.005 70.500 5.687 16.982 12/22/2011 12:45:35.255 70.750 5.688 16.986 12/22/2011 12:45:35.505 71.000 5.687 16.982 12/22/2011 12:45:35.755 71.250 5.689 16.989 12/22/2011 12:45:36.005 71.500 5.688 16.984 12/22/2011 12:45:36.255 71.750 5.689 16.987 12/22/2011 12:45:36.505 72.000 5.687 16.980 12/22/2011 12:45:36.755 72.250 5.688 16.986 12/22/2011 12:45:37.005 72.500 5.688 16.985 12/22/2011 12:45:37.255 72.750 5.687 16.982 12/22/2011 12:45:37.505 73.000 5.689 16.989 12/22/2011 12:45:37.760 73.255 5.687 16.982 12/22/2011 12:45:38.005 73.500 5.683 16.971 12/22/2011 12:45:38.255 73.750 5.509 16.450 12/22/2011 12:45:38.505 74.000 5.284 15.777 12/22/2011 12:45:38.755 74.250 5.612 16.757 12/22/2011 12:45:39.005 74.500 5.524 16.494 12/22/2011 12:45:39.255 74.750 5.786 17.278 12/22/2011 12:45:39.505 75.000 5.595 16.707 12/22/2011 12:45:39.755 75.250 5.505 16.440 12/22/2011 12:45:40.005 75.500 5.479 16.362 12/22/2011 12:45:40.255 75.750 5.538 16.536 12/22/2011 12:45:40.505 76.000 5.575 16.647 12/22/2011 12:45:40.755 76.250 5.599 16.720 12/22/2011 12:45:41.005 76.500 5.615 16.768 12/22/2011 12:45:41.255 76.750 5.629 16.809 12/22/2011 12:45:41.505 77.000 5.643 16.851 12/22/2011 12:45:41.755 77.250 5.651 16.876 12/22/2011 12:45:42.005 77.500 5.661 16.903 12/22/2011 12:45:42.255 77.750 5.665 16.916 12/22/2011 12:45:42.505 78.000 5.666 16.919 12/22/2011 12:45:42.755 78.250 5.670 16.932 12/22/2011 12:45:43.005 78.500 5.670 16.932 12/22/2011 12:45:43.255 78.750 5.673 16.940 12/22/2011 12:45:43.505 79.000 5.670 16.932 12/22/2011 12:45:43.755 79.250 5.672 16.936 12/22/2011 12:45:44.005 79.500 5.670 16.932 12/22/2011 12:45:44.255 79.750 5.676 16.949 12/22/2011 12:45:44.505 80.000 5.673 16.939 12/22/2011 12:45:44.755 80.250 5.677 16.951 12/22/2011 12:45:45.005 80.500 5.656 16.890 12/22/2011 12:45:45.255 80.750 5.639 16.839 12/22/2011 12:45:45.505 81.000 5.642 16.846 12/22/2011 12:45:45.755 81.250 5.651 16.876 12/22/2011 12:45:46.005 81.500 5.657 16.892 12/22/2011 12:45:46.255 81.750 5.663 16.910 12/22/2011 12:45:46.505 82.000 5.666 16.918


12/22/2011 12:51:44.005           439.500                             5.335                            15.932 12/22/2011 12:51:44.255           439.750                             5.576                            16.650 12/22/2011 12:51:44.505           440.000                             5.721                            17.084
12/22/2011 12:45:46.755 82.250 5.666 16.918 12/22/2011 12:45:47.005 82.500 5.670 16.931 12/22/2011 12:45:47.255 82.750 5.670 16.931 12/22/2011 12:45:47.505 83.000 5.675 16.946 12/22/2011 12:45:47.755 83.250 5.673 16.940 12/22/2011 12:45:48.005 83.500 5.676 16.949 12/22/2011 12:45:48.255 83.750 5.679 16.959 12/22/2011 12:45:48.505 84.000 5.673 16.941 12/22/2011 12:45:48.755 84.250 5.677 16.951 12/22/2011 12:45:49.005 84.500 5.676 16.949 12/22/2011 12:45:49.255 84.750 5.676 16.949 12/22/2011 12:45:49.505 85.000 5.675 16.945 12/22/2011 12:45:49.755 85.250 5.677 16.953 12/22/2011 12:45:50.005 85.500 5.679 16.959 12/22/2011 12:45:50.255 85.750 5.677 16.951 12/22/2011 12:45:50.505 86.000 5.675 16.945 12/22/2011 12:45:50.755 86.250 5.673 16.941 12/22/2011 12:45:51.005 86.500 5.678 16.956 12/22/2011 12:45:51.255 86.750 5.676 16.948 12/22/2011 12:45:51.505 87.000 5.678 16.956 12/22/2011 12:45:51.755 87.250 5.675 16.947 12/22/2011 12:45:52.005 87.500 5.675 16.945 12/22/2011 12:45:52.255 87.750 5.677 16.951 12/22/2011 12:45:52.505 88.000 5.678 16.955 12/22/2011 12:45:52.755 88.250 5.677 16.951 12/22/2011 12:45:53.005 88.500 5.677 16.953 12/22/2011 12:45:53.255 88.750 5.677 16.953 12/22/2011 12:45:53.505 89.000 5.676 16.948 12/22/2011 12:45:53.755 89.250 5.676 16.950 12/22/2011 12:45:54.005 89.500 5.680 16.961 12/22/2011 12:45:54.255 89.750 5.678 16.955 12/22/2011 12:45:54.505 90.000 5.678 16.955 12/22/2011 12:45:54.755 90.250 5.680 16.960 12/22/2011 12:45:55.005 90.500 5.675 16.947 12/22/2011 12:45:55.255 90.750 5.678 16.956 12/22/2011 12:45:55.505 91.000 5.677 16.951 12/22/2011 12:45:55.755 91.250 5.679 16.959 12/22/2011 12:45:56.005 91.500 5.679 16.958 12/22/2011 12:45:56.255 91.750 5.674 16.943 12/22/2011 12:45:56.505 92.000 5.679 16.957 12/22/2011 12:45:56.755 92.250 5.678 16.955 12/22/2011 12:45:57.005 92.500 5.679 16.957 12/22/2011 12:45:57.255 92.750 5.675 16.947 12/22/2011 12:45:57.505 93.000 5.679 16.958 12/22/2011 12:45:57.755 93.250 5.675 16.946 12/22/2011 12:45:58.005 93.500 5.676 16.949 12/22/2011 12:45:58.255 93.750 5.678 16.956 12/22/2011 12:45:58.505 94.000 5.677 16.953 12/22/2011 12:45:58.755 94.250 5.674 16.942 12/22/2011 12:45:59.008 94.503 5.679 16.958 12/22/2011 12:45:59.255 94.750 5.679 16.957 12/22/2011 12:45:59.505 95.000 5.679 16.959 12/22/2011 12:45:59.755 95.250 5.678 16.955 12/22/2011 12:46:00.005 95.500 5.680 16.961 12/22/2011 12:46:00.255 95.750 5.681 16.965 12/22/2011 12:46:00.505 96.000 5.678 16.956 12/22/2011 12:46:00.755 96.250 5.674 16.942 12/22/2011 12:46:01.005 96.500 5.680 16.960 12/22/2011 12:46:01.255 96.750 5.676 16.949 12/22/2011 12:46:01.505 97.000 5.679 16.958 12/22/2011 12:46:01.755 97.250 5.674 16.943 12/22/2011 12:46:02.005 97.500 5.677 16.953 12/22/2011 12:46:02.255 97.750 5.677 16.953 12/22/2011 12:46:02.505 98.000 5.680 16.961 12/22/2011 12:46:02.755 98.250 5.676 16.949 12/22/2011 12:46:03.005 98.500 5.677 16.951 12/22/2011 12:46:03.255 98.750 5.677 16.952 12/22/2011 12:46:03.505 99.000 5.678 16.954 12/22/2011 12:46:03.755 99.250 5.680 16.960 12/22/2011 12:46:04.005 99.500 5.680 16.962 12/22/2011 12:46:04.255 99.750 5.678 16.956 12/22/2011 12:46:04.505 100.000 5.681 16.963 12/22/2011 12:46:04.755 100.250 5.679 16.958 12/22/2011 12:46:05.005 100.500 5.682 16.968 12/22/2011 12:46:05.255 100.750 5.682 16.966 12/22/2011 12:46:05.505 101.000 5.679 16.959 12/22/2011 12:46:05.755 101.250 5.681 16.963 12/22/2011 12:46:06.005 101.500 5.678 16.954 12/22/2011 12:46:06.255 101.750 5.681 16.965 12/22/2011 12:46:06.505 102.000 5.678 16.954 12/22/2011 12:46:06.755 102.250 5.678 16.955


12/22/2011 12:51:44.755           440.250                             5.709                            17.046
12/22/2011 12:46:07.005 102.500 5.675 16.947 12/22/2011 12:46:07.255 102.750 5.677 16.951 12/22/2011 12:46:07.505 103.000 5.678 16.955 12/22/2011 12:46:07.755 103.250 5.678 16.955 12/22/2011 12:46:08.005 103.500 5.680 16.960 12/22/2011 12:46:08.255 103.750 5.678 16.954 12/22/2011 12:46:08.505 104.000 5.681 16.964 12/22/2011 12:46:08.755 104.250 5.678 16.955 12/22/2011 12:46:09.005 104.500 5.679 16.958 12/22/2011 12:46:09.255 104.750 5.680 16.961 12/22/2011 12:46:09.505 105.000 5.689 16.988 12/22/2011 12:46:09.755 105.250 5.683 16.971 12/22/2011 12:46:10.005 105.500 5.680 16.962 12/22/2011 12:46:10.255 105.750 5.680 16.960 12/22/2011 12:46:10.505 106.000 5.681 16.964 12/22/2011 12:46:10.755 106.250 5.676 16.950 12/22/2011 12:46:11.005 106.500 5.681 16.964 12/22/2011 12:46:11.255 106.750 5.680 16.960 12/22/2011 12:46:11.505 107.000 5.682 16.967 12/22/2011 12:46:11.755 107.250 5.679 16.959 12/22/2011 12:46:12.005 107.500 5.678 16.955 12/22/2011 12:46:12.255 107.750 5.680 16.962 12/22/2011 12:46:12.505 108.000 5.677 16.951 12/22/2011 12:46:12.755 108.250 5.674 16.943 12/22/2011 12:46:13.005 108.500 5.681 16.963 12/22/2011 12:46:13.255 108.750 5.680 16.960 12/22/2011 12:46:13.505 109.000 5.682 16.968 12/22/2011 12:46:13.755 109.250 5.679 16.959 12/22/2011 12:46:14.005 109.500 5.681 16.963 12/22/2011 12:46:14.255 109.750 5.680 16.962 12/22/2011 12:46:14.505 110.000 5.681 16.963 12/22/2011 12:46:14.755 110.250 5.680 16.960 12/22/2011 12:46:15.005 110.500 5.680 16.962 12/22/2011 12:46:15.255 110.750 5.679 16.959 12/22/2011 12:46:15.505 111.000 5.676 16.950 12/22/2011 12:46:15.755 111.250 5.678 16.956 12/22/2011 12:46:16.005 111.500 5.676 16.950 12/22/2011 12:46:16.255 111.750 5.671 16.935 12/22/2011 12:46:16.505 112.000 5.679 16.958 12/22/2011 12:46:16.755 112.250 5.679 16.958 12/22/2011 12:46:17.005 112.500 5.678 16.955 12/22/2011 12:46:17.255 112.750 5.680 16.960 12/22/2011 12:46:17.505 113.000 5.679 16.959 12/22/2011 12:46:17.755 113.250 5.680 16.961 12/22/2011 12:46:18.005 113.500 5.678 16.954 12/22/2011 12:46:18.255 113.750 5.679 16.958 12/22/2011 12:46:18.505 114.000 5.679 16.957 12/22/2011 12:46:18.755 114.250 5.679 16.959 12/22/2011 12:46:19.005 114.500 5.677 16.953 12/22/2011 12:46:19.255 114.750 5.680 16.961 12/22/2011 12:46:19.505 115.000 5.678 16.955 12/22/2011 12:46:19.755 115.250 5.679 16.958 12/22/2011 12:46:20.005 115.500 5.681 16.965 12/22/2011 12:46:20.255 115.750 5.676 16.948 12/22/2011 12:46:20.505 116.000 5.681 16.963 12/22/2011 12:46:20.755 116.250 5.682 16.967 12/22/2011 12:46:21.005 116.500 5.683 16.970 12/22/2011 12:46:21.255 116.750 5.676 16.950 12/22/2011 12:46:21.505 117.000 5.677 16.953 12/22/2011 12:46:21.755 117.250 5.678 16.956 12/22/2011 12:46:22.005 117.500 5.677 16.953 12/22/2011 12:46:22.255 117.750 5.678 16.954 12/22/2011 12:46:22.505 118.000 5.682 16.967 12/22/2011 12:46:22.755 118.250 5.680 16.960 12/22/2011 12:46:23.005 118.500 5.682 16.968 12/22/2011 12:46:23.255 118.750 5.683 16.969 12/22/2011 12:46:23.505 119.000 5.681 16.964 12/22/2011 12:46:23.755 119.250 5.677 16.951 12/22/2011 12:46:24.005 119.500 5.682 16.966 12/22/2011 12:46:24.255 119.750 5.678 16.954 12/22/2011 12:46:24.505 120.000 5.680 16.960 12/22/2011 12:46:24.755 120.250 5.679 16.958 12/22/2011 12:46:25.005 120.500 5.680 16.960 12/22/2011 12:46:25.255 120.750 5.677 16.951 12/22/2011 12:46:25.505 121.000 5.678 16.954 12/22/2011 12:46:25.755 121.250 5.679 16.958 12/22/2011 12:46:26.005 121.500 5.681 16.964 12/22/2011 12:46:26.255 121.750 5.679 16.959 12/22/2011 12:46:26.505 122.000 5.675 16.945 12/22/2011 12:46:26.755 122.250 5.679 16.957 12/22/2011 12:46:27.005 122.500 5.677 16.953


12/22/2011 12:51:45.005           440.500                             5.686                            16.977
12/22/2011 12:46:27.255 122.750 5.676 16.950 12/22/2011 12:46:27.505 123.000 5.677 16.952 12/22/2011 12:46:27.755 123.250 5.680 16.961 12/22/2011 12:46:28.005 123.500 5.678 16.956 12/22/2011 12:46:28.255 123.750 5.679 16.958 12/22/2011 12:46:28.505 124.000 5.679 16.958 12/22/2011 12:46:28.755 124.250 5.680 16.960 12/22/2011 12:46:29.005 124.500 5.681 16.965 12/22/2011 12:46:29.255 124.750 5.683 16.969 12/22/2011 12:46:29.505 125.000 5.681 16.964 12/22/2011 12:46:29.755 125.250 5.683 16.970 12/22/2011 12:46:30.005 125.500 5.683 16.970 12/22/2011 12:46:30.255 125.750 5.679 16.957 12/22/2011 12:46:30.505 126.000 5.682 16.966 12/22/2011 12:46:30.755 126.250 5.692 16.997 12/22/2011 12:46:31.005 126.500 5.680 16.961 12/22/2011 12:46:31.255 126.750 5.679 16.959 12/22/2011 12:46:31.505 127.000 5.680 16.962 12/22/2011 12:46:31.755 127.250 5.682 16.968 12/22/2011 12:46:32.005 127.500 5.679 16.958 12/22/2011 12:46:32.255 127.750 5.682 16.966 12/22/2011 12:46:32.505 128.000 5.677 16.953 12/22/2011 12:46:32.755 128.250 5.681 16.965 12/22/2011 12:46:33.005 128.500 5.681 16.963 12/22/2011 12:46:33.255 128.750 5.683 16.969 12/22/2011 12:46:33.505 129.000 5.682 16.968 12/22/2011 12:46:33.755 129.250 5.681 16.963 12/22/2011 12:46:34.005 129.500 5.683 16.969 12/22/2011 12:46:34.255 129.750 5.682 16.968 12/22/2011 12:46:34.505 130.000 5.683 16.971 12/22/2011 12:46:34.755 130.250 5.679 16.958 12/22/2011 12:46:35.005 130.500 5.682 16.967 12/22/2011 12:46:35.255 130.750 5.682 16.966 12/22/2011 12:46:35.505 131.000 5.681 16.963 12/22/2011 12:46:35.755 131.250 5.680 16.960 12/22/2011 12:46:36.005 131.500 5.677 16.951 12/22/2011 12:46:36.255 131.750 5.682 16.967 12/22/2011 12:46:36.505 132.000 5.679 16.959 12/22/2011 12:46:36.755 132.250 5.682 16.967 12/22/2011 12:46:37.005 132.500 5.679 16.959 12/22/2011 12:46:37.255 132.750 5.681 16.964 12/22/2011 12:46:37.505 133.000 5.682 16.966 12/22/2011 12:46:37.755 133.250 5.684 16.974 12/22/2011 12:46:38.005 133.500 5.682 16.966 12/22/2011 12:46:38.255 133.750 5.681 16.963 12/22/2011 12:46:38.505 134.000 5.681 16.963 12/22/2011 12:46:38.755 134.250 5.680 16.960 12/22/2011 12:46:39.005 134.500 5.677 16.953 12/22/2011 12:46:39.255 134.750 5.678 16.954 12/22/2011 12:46:39.505 135.000 5.678 16.956 12/22/2011 12:46:39.755 135.250 5.679 16.957 12/22/2011 12:46:40.005 135.500 5.680 16.961 12/22/2011 12:46:40.255 135.750 5.680 16.961 12/22/2011 12:46:40.505 136.000 5.681 16.963 12/22/2011 12:46:40.755 136.250 5.680 16.961 12/22/2011 12:46:41.005 136.500 5.679 16.957 12/22/2011 12:46:41.255 136.750 5.680 16.960 12/22/2011 12:46:41.505 137.000 5.679 16.958 12/22/2011 12:46:41.755 137.250 5.680 16.961 12/22/2011 12:46:42.005 137.500 5.682 16.966 12/22/2011 12:46:42.255 137.750 5.679 16.958 12/22/2011 12:46:42.505 138.000 5.680 16.962 12/22/2011 12:46:42.755 138.250 5.681 16.964 12/22/2011 12:46:43.005 138.500 5.681 16.963 12/22/2011 12:46:43.255 138.750 5.680 16.962 12/22/2011 12:46:43.505 139.000 5.679 16.959 12/22/2011 12:46:43.755 139.250 5.678 16.954 12/22/2011 12:46:44.005 139.500 5.677 16.953 12/22/2011 12:46:44.255 139.750 5.678 16.955 12/22/2011 12:46:44.505 140.000 5.680 16.960 12/22/2011 12:46:44.755 140.250 5.679 16.958 12/22/2011 12:46:45.005 140.500 5.681 16.963 12/22/2011 12:46:45.255 140.750 5.679 16.957 12/22/2011 12:46:45.505 141.000 5.678 16.956 12/22/2011 12:46:45.755 141.250 5.679 16.959 12/22/2011 12:46:46.005 141.500 5.679 16.959 12/22/2011 12:46:46.255 141.750 5.678 16.954 12/22/2011 12:46:46.505 142.000 5.678 16.955 12/22/2011 12:46:46.755 142.250 5.681 16.963 12/22/2011 12:46:47.005 142.500 5.680 16.960 12/22/2011 12:46:47.255 142.750 5.680 16.961


12/22/2011 12:51:45.255           440.750                             5.598                            16.716
12/22/2011 12:46:47.505 143.000 5.678 16.954 12/22/2011 12:46:47.755 143.250 5.680 16.961 12/22/2011 12:46:48.005 143.500 5.680 16.961 12/22/2011 12:46:48.255 143.750 5.680 16.962 12/22/2011 12:46:48.505 144.000 5.681 16.963 12/22/2011 12:46:48.755 144.250 5.679 16.958 12/22/2011 12:46:49.005 144.500 5.679 16.958 12/22/2011 12:46:49.255 144.750 5.678 16.954 12/22/2011 12:46:49.505 145.000 5.677 16.953 12/22/2011 12:46:49.755 145.250 5.676 16.949 12/22/2011 12:46:50.005 145.500 5.677 16.952 12/22/2011 12:46:50.255 145.750 5.678 16.954 12/22/2011 12:46:50.505 146.000 5.679 16.959 12/22/2011 12:46:50.755 146.250 5.680 16.962 12/22/2011 12:46:51.005 146.500 5.679 16.959 12/22/2011 12:46:51.255 146.750 5.681 16.964 12/22/2011 12:46:51.505 147.000 5.679 16.959 12/22/2011 12:46:51.755 147.250 5.681 16.963 12/22/2011 12:46:52.005 147.500 5.693 16.999 12/22/2011 12:46:52.255 147.750 5.680 16.960 12/22/2011 12:46:52.505 148.000 5.678 16.955 12/22/2011 12:46:52.755 148.250 5.679 16.957 12/22/2011 12:46:53.005 148.500 5.680 16.961 12/22/2011 12:46:53.255 148.750 5.679 16.959 12/22/2011 12:46:53.505 149.000 5.680 16.961 12/22/2011 12:46:53.755 149.250 5.677 16.952 12/22/2011 12:46:54.005 149.500 5.681 16.963 12/22/2011 12:46:54.255 149.750 5.680 16.960 12/22/2011 12:46:54.505 150.000 5.676 16.950 12/22/2011 12:46:54.755 150.250 5.678 16.956 12/22/2011 12:46:55.005 150.500 5.679 16.958 12/22/2011 12:46:55.255 150.750 5.683 16.971 12/22/2011 12:46:55.505 151.000 5.680 16.962 12/22/2011 12:46:55.755 151.250 5.680 16.962 12/22/2011 12:46:56.005 151.500 5.680 16.961 12/22/2011 12:46:56.255 151.750 5.679 16.959 12/22/2011 12:46:56.505 152.000 5.683 16.970 12/22/2011 12:46:56.755 152.250 5.682 16.966 12/22/2011 12:46:57.005 152.500 5.682 16.966 12/22/2011 12:46:57.255 152.750 5.682 16.968 12/22/2011 12:46:57.505 153.000 6.467 19.311 12/22/2011 12:46:57.755 153.250 6.112 18.250 12/22/2011 12:46:58.005 153.500 5.789 17.288 12/22/2011 12:46:58.255 153.750 5.731 17.113 12/22/2011 12:46:58.505 154.000 5.736 17.127 12/22/2011 12:46:58.755 154.250 5.740 17.141 12/22/2011 12:46:59.005 154.500 5.726 17.100 12/22/2011 12:46:59.255 154.750 5.721 17.085 12/22/2011 12:46:59.505 155.000 5.712 17.058 12/22/2011 12:46:59.755 155.250 5.709 17.047 12/22/2011 12:47:00.005 155.500 5.700 17.022 12/22/2011 12:47:00.255 155.750 5.696 17.009 12/22/2011 12:47:00.505 156.000 5.693 17.001 12/22/2011 12:47:00.755 156.250 5.687 16.983 12/22/2011 12:47:01.005 156.500 5.689 16.987 12/22/2011 12:47:01.255 156.750 5.686 16.979 12/22/2011 12:47:01.505 157.000 5.681 16.965 12/22/2011 12:47:01.755 157.250 5.685 16.975 12/22/2011 12:47:02.005 157.500 5.683 16.970 12/22/2011 12:47:02.255 157.750 5.682 16.967 12/22/2011 12:47:02.505 158.000 5.681 16.963 12/22/2011 12:47:02.760 158.255 5.683 16.970 12/22/2011 12:47:03.005 158.500 5.683 16.970 12/22/2011 12:47:03.255 158.750 5.679 16.958 12/22/2011 12:47:03.505 159.000 5.681 16.965 12/22/2011 12:47:03.755 159.250 5.682 16.968 12/22/2011 12:47:04.005 159.500 5.682 16.967 12/22/2011 12:47:04.255 159.750 5.683 16.971 12/22/2011 12:47:04.505 160.000 5.683 16.969 12/22/2011 12:47:04.755 160.250 5.681 16.964 12/22/2011 12:47:05.005 160.500 5.683 16.970 12/22/2011 12:47:05.255 160.750 5.682 16.966 12/22/2011 12:47:05.505 161.000 5.677 16.953 12/22/2011 12:47:05.755 161.250 5.680 16.960 12/22/2011 12:47:06.005 161.500 5.678 16.956 12/22/2011 12:47:06.255 161.750 5.682 16.966 12/22/2011 12:47:06.505 162.000 5.682 16.967 12/22/2011 12:47:06.755 162.250 5.682 16.968 12/22/2011 12:47:07.005 162.500 5.679 16.959 12/22/2011 12:47:07.255 162.750 5.680 16.962 12/22/2011 12:47:07.505 163.000 5.678 16.955


12/22/2011 12:51:45.505           441.000                             5.555                            16.589 12/22/2011 12:51:45.755           441.250                             5.606                            16.740 12/22/2011 12:51:46.005           441.500                             5.628                            16.804
12/22/2011 12:47:07.755 163.250 5.679 16.957 12/22/2011 12:47:08.005 163.500 5.680 16.962 12/22/2011 12:47:08.255 163.750 5.680 16.961 12/22/2011 12:47:08.505 164.000 5.676 16.949 12/22/2011 12:47:08.755 164.250 5.677 16.953 12/22/2011 12:47:09.005 164.500 5.678 16.955 12/22/2011 12:47:09.255 164.750 5.679 16.959 12/22/2011 12:47:09.505 165.000 5.677 16.952 12/22/2011 12:47:09.755 165.250 5.679 16.958 12/22/2011 12:47:10.005 165.500 5.675 16.945 12/22/2011 12:47:10.255 165.750 5.680 16.960 12/22/2011 12:47:10.505 166.000 5.678 16.954 12/22/2011 12:47:10.755 166.250 5.676 16.950 12/22/2011 12:47:11.005 166.500 5.678 16.955 12/22/2011 12:47:11.255 166.750 5.682 16.966 12/22/2011 12:47:11.505 167.000 5.680 16.961 12/22/2011 12:47:11.755 167.250 5.680 16.961 12/22/2011 12:47:12.005 167.500 5.680 16.962 12/22/2011 12:47:12.255 167.750 5.680 16.960 12/22/2011 12:47:12.505 168.000 5.679 16.959 12/22/2011 12:47:12.755 168.250 5.676 16.948 12/22/2011 12:47:13.005 168.500 5.678 16.956 12/22/2011 12:47:13.255 168.750 5.682 16.968 12/22/2011 12:47:13.505 169.000 5.677 16.953 12/22/2011 12:47:13.755 169.250 5.681 16.964 12/22/2011 12:47:14.005 169.500 5.683 16.969 12/22/2011 12:47:14.255 169.750 5.682 16.966 12/22/2011 12:47:14.505 170.000 5.681 16.964 12/22/2011 12:47:14.755 170.250 5.680 16.960 12/22/2011 12:47:15.005 170.500 5.682 16.967 12/22/2011 12:47:15.255 170.750 5.680 16.961 12/22/2011 12:47:15.505 171.000 5.681 16.964 12/22/2011 12:47:15.755 171.250 5.680 16.960 12/22/2011 12:47:16.005 171.500 5.678 16.956 12/22/2011 12:47:16.255 171.750 5.680 16.962 12/22/2011 12:47:16.505 172.000 5.676 16.948 12/22/2011 12:47:16.755 172.250 5.679 16.959 12/22/2011 12:47:17.005 172.500 5.678 16.956 12/22/2011 12:47:17.255 172.750 5.680 16.962 12/22/2011 12:47:17.505 173.000 5.682 16.966 12/22/2011 12:47:17.755 173.250 5.679 16.959 12/22/2011 12:47:18.005 173.500 5.682 16.967 12/22/2011 12:47:18.255 173.750 5.678 16.954 12/22/2011 12:47:18.505 174.000 5.679 16.958 12/22/2011 12:47:18.755 174.250 5.682 16.967 12/22/2011 12:47:19.005 174.500 5.681 16.965 12/22/2011 12:47:19.255 174.750 5.681 16.964 12/22/2011 12:47:19.505 175.000 5.681 16.963 12/22/2011 12:47:19.755 175.250 5.677 16.953 12/22/2011 12:47:20.005 175.500 5.682 16.968 12/22/2011 12:47:20.255 175.750 5.679 16.958 12/22/2011 12:47:20.505 176.000 5.682 16.966 12/22/2011 12:47:20.755 176.250 5.679 16.957 12/22/2011 12:47:21.005 176.500 5.681 16.965 12/22/2011 12:47:21.255 176.750 5.678 16.955 12/22/2011 12:47:21.505 177.000 5.678 16.955 12/22/2011 12:47:21.755 177.250 5.679 16.959 12/22/2011 12:47:22.005 177.500 5.681 16.963 12/22/2011 12:47:22.255 177.750 5.676 16.950 12/22/2011 12:47:22.505 178.000 5.676 16.950 12/22/2011 12:47:22.755 178.250 5.681 16.964 12/22/2011 12:47:23.005 178.500 5.679 16.959 12/22/2011 12:47:23.255 178.750 5.683 16.969 12/22/2011 12:47:23.505 179.000 5.678 16.956 12/22/2011 12:47:23.755 179.250 5.680 16.960 12/22/2011 12:47:24.006 179.501 5.678 16.955 12/22/2011 12:47:24.255 179.750 5.679 16.958 12/22/2011 12:47:24.505 180.000 5.679 16.958 12/22/2011 12:47:24.755 180.250 5.681 16.963 12/22/2011 12:47:25.005 180.500 5.681 16.965 12/22/2011 12:47:25.255 180.750 5.680 16.961 12/22/2011 12:47:25.505 181.000 5.680 16.960 12/22/2011 12:47:25.755 181.250 5.680 16.961 12/22/2011 12:47:26.005 181.500 5.680 16.961 12/22/2011 12:47:26.255 181.750 5.680 16.962 12/22/2011 12:47:26.505 182.000 5.679 16.957 12/22/2011 12:47:26.755 182.250 5.679 16.957 12/22/2011 12:47:27.005 182.500 5.680 16.961 12/22/2011 12:47:27.255 182.750 5.678 16.955 12/22/2011 12:47:27.505 183.000 5.679 16.957 12/22/2011 12:47:27.755 183.250 5.681 16.965


12/22/2011 12:51:46.255           441.750                             5.630                            16.813
12/22/2011 12:47:28.005 183.500 5.680 16.961 12/22/2011 12:47:28.255 183.750 5.680 16.961 12/22/2011 12:47:28.505 184.000 5.679 16.959 12/22/2011 12:47:28.755 184.250 5.680 16.962 12/22/2011 12:47:29.005 184.500 5.684 16.972 12/22/2011 12:47:29.255 184.750 5.678 16.955 12/22/2011 12:47:29.505 185.000 5.681 16.965 12/22/2011 12:47:29.755 185.250 5.681 16.963 12/22/2011 12:47:30.005 185.500 5.681 16.965 12/22/2011 12:47:30.255 185.750 5.679 16.957 12/22/2011 12:47:30.505 186.000 5.679 16.957 12/22/2011 12:47:30.755 186.250 5.678 16.956 12/22/2011 12:47:31.005 186.500 5.678 16.956 12/22/2011 12:47:31.255 186.750 5.677 16.953 12/22/2011 12:47:31.505 187.000 5.677 16.953 12/22/2011 12:47:31.755 187.250 5.680 16.962 12/22/2011 12:47:32.005 187.500 5.678 16.956 12/22/2011 12:47:32.255 187.750 5.681 16.963 12/22/2011 12:47:32.505 188.000 5.679 16.959 12/22/2011 12:47:32.755 188.250 5.680 16.961 12/22/2011 12:47:33.005 188.500 5.680 16.960 12/22/2011 12:47:33.255 188.750 5.679 16.957 12/22/2011 12:47:33.505 189.000 5.679 16.957 12/22/2011 12:47:33.755 189.250 5.679 16.957 12/22/2011 12:47:34.005 189.500 5.679 16.957 12/22/2011 12:47:34.255 189.750 5.681 16.963 12/22/2011 12:47:34.505 190.000 5.691 16.994 12/22/2011 12:47:34.755 190.250 5.678 16.956 12/22/2011 12:47:35.005 190.500 5.680 16.961 12/22/2011 12:47:35.255 190.750 5.679 16.959 12/22/2011 12:47:35.505 191.000 5.678 16.956 12/22/2011 12:47:35.755 191.250 5.680 16.960 12/22/2011 12:47:36.005 191.500 5.678 16.954 12/22/2011 12:47:36.255 191.750 5.681 16.964 12/22/2011 12:47:36.505 192.000 5.678 16.955 12/22/2011 12:47:36.755 192.250 5.680 16.961 12/22/2011 12:47:37.005 192.500 5.680 16.962 12/22/2011 12:47:37.255 192.750 5.679 16.959 12/22/2011 12:47:37.505 193.000 5.679 16.959 12/22/2011 12:47:37.755 193.250 5.680 16.961 12/22/2011 12:47:38.005 193.500 5.678 16.956 12/22/2011 12:47:38.255 193.750 5.679 16.959 12/22/2011 12:47:38.505 194.000 5.679 16.958 12/22/2011 12:47:38.755 194.250 5.682 16.967 12/22/2011 12:47:39.005 194.500 5.679 16.958 12/22/2011 12:47:39.255 194.750 5.677 16.953 12/22/2011 12:47:39.505 195.000 5.677 16.952 12/22/2011 12:47:39.755 195.250 5.680 16.960 12/22/2011 12:47:40.005 195.500 5.680 16.960 12/22/2011 12:47:40.255 195.750 5.679 16.959 12/22/2011 12:47:40.505 196.000 5.677 16.951 12/22/2011 12:47:40.755 196.250 5.677 16.953 12/22/2011 12:47:41.005 196.500 5.679 16.959 12/22/2011 12:47:41.255 196.750 5.682 16.967 12/22/2011 12:47:41.505 197.000 5.679 16.957 12/22/2011 12:47:41.755 197.250 5.679 16.959 12/22/2011 12:47:42.005 197.500 5.678 16.955 12/22/2011 12:47:42.255 197.750 5.677 16.952 12/22/2011 12:47:42.505 198.000 5.677 16.951 12/22/2011 12:47:42.755 198.250 5.680 16.962 12/22/2011 12:47:43.005 198.500 5.677 16.951 12/22/2011 12:47:43.255 198.750 5.678 16.955 12/22/2011 12:47:43.505 199.000 5.678 16.955 12/22/2011 12:47:43.755 199.250 5.677 16.952 12/22/2011 12:47:44.005 199.500 5.680 16.962 12/22/2011 12:47:44.255 199.750 5.679 16.957 12/22/2011 12:47:44.505 200.000 5.678 16.954 12/22/2011 12:47:44.755 200.250 5.678 16.955 12/22/2011 12:47:45.005 200.500 5.677 16.952 12/22/2011 12:47:45.255 200.750 5.678 16.956 12/22/2011 12:47:45.505 201.000 5.679 16.957 12/22/2011 12:47:45.755 201.250 5.679 16.959 12/22/2011 12:47:46.005 201.500 5.679 16.957 12/22/2011 12:47:46.255 201.750 5.678 16.954 12/22/2011 12:47:46.505 202.000 5.680 16.960 12/22/2011 12:47:46.755 202.250 5.681 16.965 12/22/2011 12:47:47.005 202.500 5.678 16.956 12/22/2011 12:47:47.255 202.750 5.677 16.952 12/22/2011 12:47:47.505 203.000 5.681 16.963 12/22/2011 12:47:47.755 203.250 5.679 16.957 12/22/2011 12:47:48.005 203.500 5.678 16.955


12/22/2011 12:51:46.505           442.000                             5.629                            16.808
12/22/2011 12:47:48.255 203.750 5.680 16.960 12/22/2011 12:47:48.505 204.000 5.679 16.957 12/22/2011 12:47:48.755 204.250 5.680 16.962 12/22/2011 12:47:49.005 204.500 5.678 16.954 12/22/2011 12:47:49.255 204.750 5.680 16.960 12/22/2011 12:47:49.505 205.000 5.682 16.968 12/22/2011 12:47:49.755 205.250 5.679 16.957 12/22/2011 12:47:50.005 205.500 5.682 16.967 12/22/2011 12:47:50.255 205.750 5.680 16.961 12/22/2011 12:47:50.505 206.000 5.680 16.961 12/22/2011 12:47:50.755 206.250 5.677 16.953 12/22/2011 12:47:51.005 206.500 5.680 16.960 12/22/2011 12:47:51.255 206.750 5.676 16.949 12/22/2011 12:47:51.505 207.000 5.679 16.959 12/22/2011 12:47:51.755 207.250 5.679 16.959 12/22/2011 12:47:52.005 207.500 5.680 16.960 12/22/2011 12:47:52.255 207.750 5.679 16.958 12/22/2011 12:47:52.505 208.000 5.679 16.959 12/22/2011 12:47:52.755 208.250 5.679 16.957 12/22/2011 12:47:53.005 208.500 5.676 16.948 12/22/2011 12:47:53.255 208.750 5.678 16.955 12/22/2011 12:47:53.505 209.000 5.679 16.959 12/22/2011 12:47:53.755 209.250 5.685 16.974 12/22/2011 12:47:54.005 209.500 5.679 16.957 12/22/2011 12:47:54.255 209.750 5.678 16.956 12/22/2011 12:47:54.505 210.000 5.677 16.953 12/22/2011 12:47:54.755 210.250 5.679 16.957 12/22/2011 12:47:55.005 210.500 5.678 16.954 12/22/2011 12:47:55.255 210.750 5.678 16.956 12/22/2011 12:47:55.505 211.000 5.679 16.958 12/22/2011 12:47:55.755 211.250 5.691 16.993 12/22/2011 12:47:56.005 211.500 5.681 16.963 12/22/2011 12:47:56.255 211.750 5.680 16.961 12/22/2011 12:47:56.505 212.000 5.679 16.959 12/22/2011 12:47:56.755 212.250 5.680 16.960 12/22/2011 12:47:57.005 212.500 5.679 16.958 12/22/2011 12:47:57.255 212.750 5.678 16.956 12/22/2011 12:47:57.505 213.000 5.681 16.963 12/22/2011 12:47:57.755 213.250 5.674 16.944 12/22/2011 12:47:58.005 213.500 5.680 16.960 12/22/2011 12:47:58.255 213.750 5.680 16.960 12/22/2011 12:47:58.505 214.000 5.678 16.956 12/22/2011 12:47:58.755 214.250 5.680 16.961 12/22/2011 12:47:59.005 214.500 5.682 16.966 12/22/2011 12:47:59.255 214.750 5.681 16.965 12/22/2011 12:47:59.505 215.000 5.685 16.976 12/22/2011 12:47:59.755 215.250 5.682 16.966 12/22/2011 12:48:00.005 215.500 5.681 16.963 12/22/2011 12:48:00.255 215.750 5.678 16.955 12/22/2011 12:48:00.505 216.000 5.678 16.954 12/22/2011 12:48:00.755 216.250 5.677 16.951 12/22/2011 12:48:01.005 216.500 5.681 16.963 12/22/2011 12:48:01.255 216.750 5.677 16.952 12/22/2011 12:48:01.505 217.000 5.682 16.966 12/22/2011 12:48:01.755 217.250 5.679 16.959 12/22/2011 12:48:02.005 217.500 5.680 16.962 12/22/2011 12:48:02.255 217.750 5.676 16.949 12/22/2011 12:48:02.505 218.000 5.675 16.947 12/22/2011 12:48:02.755 218.250 5.677 16.952 12/22/2011 12:48:03.005 218.500 5.680 16.960 12/22/2011 12:48:03.255 218.750 5.681 16.963 12/22/2011 12:48:03.505 219.000 5.678 16.956 12/22/2011 12:48:03.755 219.250 5.682 16.968 12/22/2011 12:48:04.005 219.500 5.679 16.958 12/22/2011 12:48:04.255 219.750 5.680 16.960 12/22/2011 12:48:04.505 220.000 5.682 16.967 12/22/2011 12:48:04.755 220.250 5.680 16.962 12/22/2011 12:48:05.005 220.500 5.678 16.954 12/22/2011 12:48:05.255 220.750 5.679 16.959 12/22/2011 12:48:05.505 221.000 5.680 16.961 12/22/2011 12:48:05.755 221.250 5.680 16.962 12/22/2011 12:48:06.005 221.500 5.679 16.958 12/22/2011 12:48:06.255 221.750 5.679 16.958 12/22/2011 12:48:06.505 222.000 5.680 16.962 12/22/2011 12:48:06.755 222.250 5.682 16.967 12/22/2011 12:48:07.005 222.500 5.679 16.957 12/22/2011 12:48:07.255 222.750 5.679 16.958 12/22/2011 12:48:07.505 223.000 5.681 16.963 12/22/2011 12:48:07.755 223.250 5.682 16.966 12/22/2011 12:48:08.005 223.500 5.680 16.960 12/22/2011 12:48:08.255 223.750 5.679 16.958


12/22/2011 12:51:46.755           442.250                             5.603                            16.731
12/22/2011 12:48:08.505 224.000 5.676 16.949 12/22/2011 12:48:08.755 224.250 5.679 16.958 12/22/2011 12:48:09.005 224.500 5.674 16.944 12/22/2011 12:48:09.255 224.750 5.151 15.380 12/22/2011 12:48:09.505 225.000 5.559 16.599 12/22/2011 12:48:09.755 225.250 5.530 16.513 12/22/2011 12:48:10.005 225.500 5.686 16.978 12/22/2011 12:48:10.255 225.750 5.646 16.859 12/22/2011 12:48:10.505 226.000 5.449 16.270 12/22/2011 12:48:10.755 226.250 5.482 16.370 12/22/2011 12:48:11.005 226.500 5.535 16.529 12/22/2011 12:48:11.255 226.750 5.574 16.645 12/22/2011 12:48:11.505 227.000 5.600 16.723 12/22/2011 12:48:11.755 227.250 5.620 16.781 12/22/2011 12:48:12.005 227.500 5.633 16.820 12/22/2011 12:48:12.255 227.750 5.641 16.845 12/22/2011 12:48:12.505 228.000 5.651 16.875 12/22/2011 12:48:12.755 228.250 5.655 16.887 12/22/2011 12:48:13.005 228.500 5.660 16.901 12/22/2011 12:48:13.255 228.750 5.657 16.893 12/22/2011 12:48:13.505 229.000 5.664 16.915 12/22/2011 12:48:13.755 229.250 5.669 16.928 12/22/2011 12:48:14.005 229.500 5.669 16.927 12/22/2011 12:48:14.255 229.750 5.670 16.931 12/22/2011 12:48:14.505 230.000 5.672 16.937 12/22/2011 12:48:14.755 230.250 5.674 16.943 12/22/2011 12:48:15.005 230.500 5.676 16.950 12/22/2011 12:48:15.255 230.750 5.674 16.943 12/22/2011 12:48:15.505 231.000 5.676 16.948 12/22/2011 12:48:15.755 231.250 5.674 16.944 12/22/2011 12:48:16.005 231.500 5.675 16.946 12/22/2011 12:48:16.255 231.750 5.677 16.951 12/22/2011 12:48:16.505 232.000 5.678 16.955 12/22/2011 12:48:16.755 232.250 5.678 16.956 12/22/2011 12:48:17.005 232.500 5.690 16.990 12/22/2011 12:48:17.255 232.750 5.678 16.954 12/22/2011 12:48:17.505 233.000 5.679 16.957 12/22/2011 12:48:17.755 233.250 5.680 16.961 12/22/2011 12:48:18.005 233.500 5.680 16.961 12/22/2011 12:48:18.255 233.750 5.676 16.949 12/22/2011 12:48:18.505 234.000 5.681 16.963 12/22/2011 12:48:18.755 234.250 5.681 16.965 12/22/2011 12:48:19.005 234.500 5.678 16.955 12/22/2011 12:48:19.255 234.750 5.678 16.956 12/22/2011 12:48:19.505 235.000 5.682 16.966 12/22/2011 12:48:19.755 235.250 5.680 16.960 12/22/2011 12:48:20.005 235.500 5.680 16.960 12/22/2011 12:48:20.255 235.750 5.678 16.954 12/22/2011 12:48:20.505 236.000 5.682 16.966 12/22/2011 12:48:20.755 236.250 5.681 16.965 12/22/2011 12:48:21.005 236.500 5.678 16.955 12/22/2011 12:48:21.255 236.750 5.684 16.973 12/22/2011 12:48:21.505 237.000 5.680 16.961 12/22/2011 12:48:21.755 237.250 5.679 16.957 12/22/2011 12:48:22.005 237.500 5.683 16.971 12/22/2011 12:48:22.255 237.750 5.679 16.958 12/22/2011 12:48:22.505 238.000 5.680 16.960 12/22/2011 12:48:22.755 238.250 5.678 16.955 12/22/2011 12:48:23.005 238.500 5.678 16.956 12/22/2011 12:48:23.255 238.750 5.679 16.957 12/22/2011 12:48:23.505 239.000 5.679 16.959 12/22/2011 12:48:23.755 239.250 5.683 16.969 12/22/2011 12:48:24.005 239.500 5.676 16.948 12/22/2011 12:48:24.255 239.750 5.682 16.966 12/22/2011 12:48:24.505 240.000 5.681 16.963 12/22/2011 12:48:24.755 240.250 5.682 16.968 12/22/2011 12:48:25.005 240.500 5.682 16.966 12/22/2011 12:48:25.255 240.750 5.678 16.956 12/22/2011 12:48:25.505 241.000 5.681 16.963 12/22/2011 12:48:25.755 241.250 5.683 16.969 12/22/2011 12:48:26.005 241.500 5.686 16.979 12/22/2011 12:48:26.255 241.750 5.683 16.969 12/22/2011 12:48:26.505 242.000 5.677 16.953 12/22/2011 12:48:26.755 242.250 5.680 16.962 12/22/2011 12:48:27.005 242.500 5.682 16.968 12/22/2011 12:48:27.255 242.750 5.683 16.969 12/22/2011 12:48:27.505 243.000 5.681 16.964 12/22/2011 12:48:27.755 243.250 5.680 16.960 12/22/2011 12:48:28.005 243.500 5.677 16.953 12/22/2011 12:48:28.255 243.750 5.680 16.961 12/22/2011 12:48:28.505 244.000 5.681 16.963


12/22/2011 12:51:47.005           442.500                             5.573                            16.641
12/22/2011 12:48:28.755 244.250 5.685 16.977 12/22/2011 12:48:29.005 244.500 5.683 16.969 12/22/2011 12:48:29.255 244.750 5.683 16.970 12/22/2011 12:48:29.505 245.000 5.683 16.969 12/22/2011 12:48:29.755 245.250 5.684 16.973 12/22/2011 12:48:30.005 245.500 5.683 16.971 12/22/2011 12:48:30.255 245.750 5.682 16.966 12/22/2011 12:48:30.505 246.000 5.681 16.965 12/22/2011 12:48:30.755 246.250 5.681 16.965 12/22/2011 12:48:31.005 246.500 5.681 16.965 12/22/2011 12:48:31.255 246.750 5.679 16.959 12/22/2011 12:48:31.505 247.000 5.681 16.964 12/22/2011 12:48:31.755 247.250 5.679 16.959 12/22/2011 12:48:32.005 247.500 5.680 16.962 12/22/2011 12:48:32.255 247.750 5.681 16.964 12/22/2011 12:48:32.505 248.000 5.683 16.971 12/22/2011 12:48:32.755 248.250 5.681 16.963 12/22/2011 12:48:33.005 248.500 5.682 16.966 12/22/2011 12:48:33.255 248.750 5.678 16.955 12/22/2011 12:48:33.505 249.000 5.682 16.968 12/22/2011 12:48:33.755 249.250 5.680 16.961 12/22/2011 12:48:34.005 249.500 5.682 16.966 12/22/2011 12:48:34.255 249.750 5.680 16.960 12/22/2011 12:48:34.505 250.000 5.679 16.959 12/22/2011 12:48:34.755 250.250 5.683 16.971 12/22/2011 12:48:35.005 250.500 5.679 16.959 12/22/2011 12:48:35.255 250.750 5.680 16.960 12/22/2011 12:48:35.505 251.000 5.683 16.970 12/22/2011 12:48:35.755 251.250 5.682 16.966 12/22/2011 12:48:36.005 251.500 5.677 16.953 12/22/2011 12:48:36.255 251.750 5.679 16.957 12/22/2011 12:48:36.505 252.000 5.681 16.964 12/22/2011 12:48:36.755 252.250 5.680 16.960 12/22/2011 12:48:37.005 252.500 5.677 16.951 12/22/2011 12:48:37.255 252.750 5.681 16.964 12/22/2011 12:48:37.505 253.000 5.680 16.960 12/22/2011 12:48:37.755 253.250 5.680 16.960 12/22/2011 12:48:38.005 253.500 5.678 16.956 12/22/2011 12:48:38.255 253.750 5.685 16.977 12/22/2011 12:48:38.505 254.000 5.683 16.970 12/22/2011 12:48:38.755 254.250 5.680 16.961 12/22/2011 12:48:39.005 254.500 5.680 16.961 12/22/2011 12:48:39.255 254.750 5.681 16.964 12/22/2011 12:48:39.505 255.000 5.682 16.968 12/22/2011 12:48:39.755 255.250 5.681 16.963 12/22/2011 12:48:40.005 255.500 5.681 16.963 12/22/2011 12:48:40.255 255.750 5.683 16.970 12/22/2011 12:48:40.505 256.000 5.679 16.957 12/22/2011 12:48:40.755 256.250 5.681 16.963 12/22/2011 12:48:41.005 256.500 5.681 16.963 12/22/2011 12:48:41.255 256.750 5.681 16.963 12/22/2011 12:48:41.505 257.000 5.681 16.965 12/22/2011 12:48:41.755 257.250 5.682 16.966 12/22/2011 12:48:42.005 257.500 5.681 16.964 12/22/2011 12:48:42.255 257.750 5.681 16.965 12/22/2011 12:48:42.505 258.000 5.683 16.970 12/22/2011 12:48:42.755 258.250 5.678 16.955 12/22/2011 12:48:43.005 258.500 5.680 16.960 12/22/2011 12:48:43.255 258.750 5.680 16.960 12/22/2011 12:48:43.505 259.000 5.679 16.959 12/22/2011 12:48:43.755 259.250 5.682 16.968 12/22/2011 12:48:44.005 259.500 5.680 16.962 12/22/2011 12:48:44.255 259.750 5.678 16.955 12/22/2011 12:48:44.505 260.000 5.681 16.964 12/22/2011 12:48:44.755 260.250 5.680 16.960 12/22/2011 12:48:45.005 260.500 5.677 16.953 12/22/2011 12:48:45.255 260.750 5.679 16.959 12/22/2011 12:48:45.505 261.000 5.678 16.954 12/22/2011 12:48:45.755 261.250 5.681 16.964 12/22/2011 12:48:46.005 261.500 5.680 16.960 12/22/2011 12:48:46.255 261.750 5.681 16.965 12/22/2011 12:48:46.505 262.000 5.680 16.962 12/22/2011 12:48:46.755 262.250 5.681 16.963 12/22/2011 12:48:47.005 262.500 5.678 16.956 12/22/2011 12:48:47.255 262.750 5.682 16.966 12/22/2011 12:48:47.505 263.000 5.681 16.963 12/22/2011 12:48:47.755 263.250 5.680 16.962 12/22/2011 12:48:48.005 263.500 5.679 16.959 12/22/2011 12:48:48.255 263.750 5.677 16.951 12/22/2011 12:48:48.505 264.000 5.681 16.964 12/22/2011 12:48:48.755 264.250 5.683 16.969


12/22/2011 12:51:47.255           442.750                             5.580                            16.662 12/22/2011 12:51:47.505           443.000                             5.602                            16.729 12/22/2011 12:51:47.755           443.250                             5.627                            16.801
12/22/2011 12:48:49.005 264.500 5.682 16.967 12/22/2011 12:48:49.255 264.750 5.681 16.964 12/22/2011 12:48:49.505 265.000 5.680 16.962 12/22/2011 12:48:49.755 265.250 5.682 16.967 12/22/2011 12:48:50.005 265.500 5.679 16.958 12/22/2011 12:48:50.255 265.750 5.677 16.952 12/22/2011 12:48:50.505 266.000 5.680 16.960 12/22/2011 12:48:50.755 266.250 5.679 16.959 12/22/2011 12:48:51.005 266.500 5.680 16.960 12/22/2011 12:48:51.255 266.750 5.682 16.966 12/22/2011 12:48:51.505 267.000 5.679 16.958 12/22/2011 12:48:51.755 267.250 5.682 16.968 12/22/2011 12:48:52.005 267.500 5.677 16.953 12/22/2011 12:48:52.255 267.750 5.680 16.961 12/22/2011 12:48:52.505 268.000 5.682 16.966 12/22/2011 12:48:52.755 268.250 5.679 16.959 12/22/2011 12:48:53.005 268.500 5.682 16.968 12/22/2011 12:48:53.255 268.750 5.682 16.966 12/22/2011 12:48:53.505 269.000 5.683 16.969 12/22/2011 12:48:53.755 269.250 5.680 16.962 12/22/2011 12:48:54.005 269.500 5.679 16.959 12/22/2011 12:48:54.255 269.750 5.679 16.957 12/22/2011 12:48:54.505 270.000 5.680 16.961 12/22/2011 12:48:54.755 270.250 5.681 16.965 12/22/2011 12:48:55.005 270.500 5.681 16.965 12/22/2011 12:48:55.255 270.750 5.683 16.971 12/22/2011 12:48:55.505 271.000 5.678 16.954 12/22/2011 12:48:55.755 271.250 5.678 16.956 12/22/2011 12:48:56.005 271.500 5.679 16.957 12/22/2011 12:48:56.255 271.750 5.679 16.958 12/22/2011 12:48:56.505 272.000 5.681 16.965 12/22/2011 12:48:56.755 272.250 5.681 16.963 12/22/2011 12:48:57.005 272.500 5.679 16.957 12/22/2011 12:48:57.255 272.750 5.681 16.965 12/22/2011 12:48:57.505 273.000 5.679 16.957 12/22/2011 12:48:57.755 273.250 5.679 16.958 12/22/2011 12:48:58.005 273.500 5.678 16.955 12/22/2011 12:48:58.255 273.750 5.680 16.960 12/22/2011 12:48:58.505 274.000 5.680 16.961 12/22/2011 12:48:58.755 274.250 5.680 16.962 12/22/2011 12:48:59.005 274.500 5.682 16.966 12/22/2011 12:48:59.255 274.750 5.679 16.959 12/22/2011 12:48:59.505 275.000 5.689 16.989 12/22/2011 12:48:59.755 275.250 5.682 16.968 12/22/2011 12:49:00.005 275.500 5.680 16.960 12/22/2011 12:49:00.255 275.750 5.682 16.968 12/22/2011 12:49:00.505 276.000 5.680 16.962 12/22/2011 12:49:00.755 276.250 5.682 16.967 12/22/2011 12:49:01.005 276.500 5.680 16.960 12/22/2011 12:49:01.255 276.750 5.683 16.969 12/22/2011 12:49:01.505 277.000 5.681 16.963 12/22/2011 12:49:01.755 277.250 5.680 16.960 12/22/2011 12:49:02.005 277.500 5.680 16.962 12/22/2011 12:49:02.255 277.750 5.682 16.966 12/22/2011 12:49:02.505 278.000 5.682 16.968 12/22/2011 12:49:02.755 278.250 5.683 16.969 12/22/2011 12:49:03.005 278.500 5.683 16.970 12/22/2011 12:49:03.255 278.750 5.679 16.959 12/22/2011 12:49:03.505 279.000 5.679 16.958 12/22/2011 12:49:03.755 279.250 5.679 16.958 12/22/2011 12:49:04.005 279.500 5.678 16.956 12/22/2011 12:49:04.255 279.750 5.682 16.967 12/22/2011 12:49:04.505 280.000 5.679 16.957 12/22/2011 12:49:04.755 280.250 5.677 16.951 12/22/2011 12:49:05.005 280.500 5.684 16.973 12/22/2011 12:49:05.255 280.750 5.678 16.955 12/22/2011 12:49:05.505 281.000 5.680 16.961 12/22/2011 12:49:05.755 281.250 5.677 16.953 12/22/2011 12:49:06.005 281.500 5.679 16.958 12/22/2011 12:49:06.255 281.750 5.681 16.963 12/22/2011 12:49:06.505 282.000 5.681 16.963 12/22/2011 12:49:06.755 282.250 5.677 16.952 12/22/2011 12:49:07.005 282.500 5.682 16.966 12/22/2011 12:49:07.255 282.750 5.681 16.964 12/22/2011 12:49:07.505 283.000 5.681 16.963 12/22/2011 12:49:07.755 283.250 5.683 16.969 12/22/2011 12:49:08.005 283.500 5.678 16.954 12/22/2011 12:49:08.255 283.750 5.681 16.963 12/22/2011 12:49:08.505 284.000 5.679 16.957 12/22/2011 12:49:08.755 284.250 5.681 16.965 12/22/2011 12:49:09.005 284.500 5.681 16.965


12/22/2011 12:51:48.005           443.500                             5.638                            16.836
12/22/2011 12:49:09.255 284.750 5.681 16.963 12/22/2011 12:49:09.505 285.000 5.681 16.964 12/22/2011 12:49:09.755 285.250 5.679 16.959 12/22/2011 12:49:10.005 285.500 5.682 16.967 12/22/2011 12:49:10.255 285.750 5.683 16.969 12/22/2011 12:49:10.505 286.000 5.681 16.963 12/22/2011 12:49:10.755 286.250 5.682 16.966 12/22/2011 12:49:11.005 286.500 5.682 16.968 12/22/2011 12:49:11.255 286.750 5.683 16.970 12/22/2011 12:49:11.505 287.000 5.680 16.960 12/22/2011 12:49:11.755 287.250 5.681 16.964 12/22/2011 12:49:12.005 287.500 5.681 16.963 12/22/2011 12:49:12.255 287.750 5.682 16.967 12/22/2011 12:49:12.505 288.000 5.675 16.947 12/22/2011 12:49:12.755 288.250 5.680 16.960 12/22/2011 12:49:13.005 288.500 5.679 16.957 12/22/2011 12:49:13.255 288.750 5.680 16.961 12/22/2011 12:49:13.505 289.000 5.680 16.962 12/22/2011 12:49:13.755 289.250 5.681 16.964 12/22/2011 12:49:14.005 289.500 5.681 16.965 12/22/2011 12:49:14.255 289.750 5.679 16.959 12/22/2011 12:49:14.505 290.000 5.682 16.967 12/22/2011 12:49:14.755 290.250 5.679 16.959 12/22/2011 12:49:15.005 290.500 5.681 16.964 12/22/2011 12:49:15.255 290.750 5.683 16.969 12/22/2011 12:49:15.505 291.000 5.682 16.968 12/22/2011 12:49:15.755 291.250 5.681 16.964 12/22/2011 12:49:16.005 291.500 5.682 16.967 12/22/2011 12:49:16.255 291.750 5.680 16.961 12/22/2011 12:49:16.505 292.000 5.679 16.959 12/22/2011 12:49:16.755 292.250 5.681 16.963 12/22/2011 12:49:17.005 292.500 5.682 16.966 12/22/2011 12:49:17.255 292.750 5.685 16.975 12/22/2011 12:49:17.505 293.000 5.684 16.974 12/22/2011 12:49:17.755 293.250 5.679 16.959 12/22/2011 12:49:18.005 293.500 5.684 16.974 12/22/2011 12:49:18.255 293.750 5.682 16.967 12/22/2011 12:49:18.505 294.000 5.681 16.965 12/22/2011 12:49:18.755 294.250 5.681 16.963 12/22/2011 12:49:19.005 294.500 5.679 16.958 12/22/2011 12:49:19.255 294.750 5.677 16.953 12/22/2011 12:49:19.505 295.000 5.681 16.963 12/22/2011 12:49:19.755 295.250 5.681 16.964 12/22/2011 12:49:20.005 295.500 5.683 16.969 12/22/2011 12:49:20.255 295.750 5.681 16.964 12/22/2011 12:49:20.505 296.000 5.682 16.966 12/22/2011 12:49:20.755 296.250 5.691 16.992 12/22/2011 12:49:21.005 296.500 5.679 16.959 12/22/2011 12:49:21.255 296.750 5.682 16.967 12/22/2011 12:49:21.505 297.000 5.682 16.968 12/22/2011 12:49:21.755 297.250 5.680 16.961 12/22/2011 12:49:22.005 297.500 5.679 16.957 12/22/2011 12:49:22.255 297.750 5.682 16.968 12/22/2011 12:49:22.505 298.000 5.680 16.962 12/22/2011 12:49:22.755 298.250 5.683 16.971 12/22/2011 12:49:23.005 298.500 5.683 16.971 12/22/2011 12:49:23.255 298.750 5.684 16.972 12/22/2011 12:49:23.505 299.000 5.678 16.956 12/22/2011 12:49:23.755 299.250 5.680 16.960 12/22/2011 12:49:24.005 299.500 5.682 16.967 12/22/2011 12:49:24.255 299.750 5.683 16.971 12/22/2011 12:49:24.505 300.000 5.677 16.953 12/22/2011 12:49:24.755 300.250 5.684 16.973 12/22/2011 12:49:25.005 300.500 5.680 16.960 12/22/2011 12:49:25.255 300.750 5.683 16.970 12/22/2011 12:49:25.505 301.000 5.682 16.966 12/22/2011 12:49:25.755 301.250 5.683 16.969 12/22/2011 12:49:26.005 301.500 5.681 16.965 12/22/2011 12:49:26.255 301.750 5.681 16.965 12/22/2011 12:49:26.505 302.000 5.680 16.960 12/22/2011 12:49:26.755 302.250 5.681 16.965 12/22/2011 12:49:27.005 302.500 5.681 16.963 12/22/2011 12:49:27.255 302.750 5.681 16.965 12/22/2011 12:49:27.505 303.000 5.679 16.958 12/22/2011 12:49:27.755 303.250 5.680 16.962 12/22/2011 12:49:28.005 303.500 5.680 16.961 12/22/2011 12:49:28.255 303.750 5.678 16.956 12/22/2011 12:49:28.505 304.000 5.682 16.967 12/22/2011 12:49:28.755 304.250 5.682 16.968 12/22/2011 12:49:29.005 304.500 5.683 16.970 12/22/2011 12:49:29.255 304.750 5.679 16.959


12/22/2011 12:51:48.255           443.750                             5.655                            16.886
12/22/2011 12:49:29.505 305.000 5.677 16.951 12/22/2011 12:49:29.755 305.250 5.680 16.962 12/22/2011 12:49:30.005 305.500 5.678 16.954 12/22/2011 12:49:30.255 305.750 5.682 16.966 12/22/2011 12:49:30.505 306.000 5.681 16.964 12/22/2011 12:49:30.755 306.250 5.681 16.963 12/22/2011 12:49:31.005 306.500 5.681 16.965 12/22/2011 12:49:31.255 306.750 5.681 16.965 12/22/2011 12:49:31.505 307.000 5.681 16.965 12/22/2011 12:49:31.755 307.250 5.681 16.963 12/22/2011 12:49:32.005 307.500 5.681 16.965 12/22/2011 12:49:32.255 307.750 5.681 16.964 12/22/2011 12:49:32.505 308.000 5.682 16.968 12/22/2011 12:49:32.755 308.250 5.680 16.962 12/22/2011 12:49:33.005 308.500 5.681 16.964 12/22/2011 12:49:33.255 308.750 5.682 16.966 12/22/2011 12:49:33.505 309.000 5.683 16.970 12/22/2011 12:49:33.755 309.250 5.682 16.966 12/22/2011 12:49:34.005 309.500 5.684 16.972 12/22/2011 12:49:34.255 309.750 5.685 16.975 12/22/2011 12:49:34.505 310.000 5.682 16.966 12/22/2011 12:49:34.755 310.250 5.684 16.972 12/22/2011 12:49:35.005 310.500 5.679 16.959 12/22/2011 12:49:35.255 310.750 5.680 16.961 12/22/2011 12:49:35.505 311.000 5.681 16.963 12/22/2011 12:49:35.755 311.250 5.681 16.964 12/22/2011 12:49:36.005 311.500 5.681 16.964 12/22/2011 12:49:36.255 311.750 5.680 16.961 12/22/2011 12:49:36.505 312.000 5.681 16.963 12/22/2011 12:49:36.755 312.250 5.680 16.961 12/22/2011 12:49:37.005 312.500 5.679 16.959 12/22/2011 12:49:37.255 312.750 5.681 16.964 12/22/2011 12:49:37.505 313.000 5.681 16.963 12/22/2011 12:49:37.755 313.250 5.679 16.957 12/22/2011 12:49:38.005 313.500 5.677 16.953 12/22/2011 12:49:38.255 313.750 5.680 16.962 12/22/2011 12:49:38.505 314.000 5.679 16.959 12/22/2011 12:49:38.755 314.250 5.680 16.962 12/22/2011 12:49:39.005 314.500 5.680 16.960 12/22/2011 12:49:39.255 314.750 5.680 16.961 12/22/2011 12:49:39.505 315.000 5.673 16.940 12/22/2011 12:49:39.755 315.250 5.683 16.970 12/22/2011 12:49:40.005 315.500 5.679 16.959 12/22/2011 12:49:40.255 315.750 5.682 16.966 12/22/2011 12:49:40.505 316.000 5.680 16.962 12/22/2011 12:49:40.755 316.250 5.680 16.961 12/22/2011 12:49:41.005 316.500 5.681 16.965 12/22/2011 12:49:41.255 316.750 5.681 16.964 12/22/2011 12:49:41.505 317.000 5.679 16.957 12/22/2011 12:49:41.755 317.250 5.682 16.966 12/22/2011 12:49:42.005 317.500 5.688 16.984 12/22/2011 12:49:42.255 317.750 5.679 16.958 12/22/2011 12:49:42.505 318.000 5.682 16.966 12/22/2011 12:49:42.755 318.250 5.680 16.962 12/22/2011 12:49:43.005 318.500 5.682 16.968 12/22/2011 12:49:43.255 318.750 5.677 16.953 12/22/2011 12:49:43.505 319.000 5.679 16.957 12/22/2011 12:49:43.755 319.250 5.680 16.962 12/22/2011 12:49:44.005 319.500 5.680 16.962 12/22/2011 12:49:44.255 319.750 5.682 16.967 12/22/2011 12:49:44.505 320.000 5.681 16.963 12/22/2011 12:49:44.755 320.250 5.680 16.960 12/22/2011 12:49:45.005 320.500 5.680 16.961 12/22/2011 12:49:45.255 320.750 5.681 16.965 12/22/2011 12:49:45.505 321.000 5.680 16.960 12/22/2011 12:49:45.755 321.250 5.681 16.963 12/22/2011 12:49:46.005 321.500 5.683 16.971 12/22/2011 12:49:46.255 321.750 5.679 16.959 12/22/2011 12:49:46.505 322.000 5.681 16.963 12/22/2011 12:49:46.755 322.250 5.677 16.952 12/22/2011 12:49:47.005 322.500 5.680 16.962 12/22/2011 12:49:47.255 322.750 5.684 16.972 12/22/2011 12:49:47.505 323.000 5.680 16.960 12/22/2011 12:49:47.755 323.250 5.680 16.961 12/22/2011 12:49:48.005 323.500 5.684 16.973 12/22/2011 12:49:48.255 323.750 5.682 16.968 12/22/2011 12:49:48.505 324.000 5.682 16.967 12/22/2011 12:49:48.755 324.250 5.679 16.957 12/22/2011 12:49:49.005 324.500 5.680 16.960 12/22/2011 12:49:49.255 324.750 5.680 16.962 12/22/2011 12:49:49.505 325.000 5.681 16.964


12/22/2011 12:51:48.505           444.000                             5.660                            16.903
12/22/2011 12:49:49.755 325.250 5.680 16.961 12/22/2011 12:49:50.005 325.500 5.681 16.965 12/22/2011 12:49:50.255 325.750 5.675 16.945 12/22/2011 12:49:50.505 326.000 5.682 16.967 12/22/2011 12:49:50.755 326.250 5.678 16.955 12/22/2011 12:49:51.005 326.500 5.675 16.947 12/22/2011 12:49:51.255 326.750 5.681 16.964 12/22/2011 12:49:51.505 327.000 5.678 16.955 12/22/2011 12:49:51.755 327.250 5.679 16.958 12/22/2011 12:49:52.005 327.500 5.683 16.969 12/22/2011 12:49:52.255 327.750 5.681 16.965 12/22/2011 12:49:52.505 328.000 5.681 16.964 12/22/2011 12:49:52.755 328.250 5.681 16.963 12/22/2011 12:49:53.005 328.500 5.683 16.970 12/22/2011 12:49:53.255 328.750 5.680 16.962 12/22/2011 12:49:53.505 329.000 5.678 16.954 12/22/2011 12:49:53.755 329.250 5.683 16.969 12/22/2011 12:49:54.005 329.500 5.681 16.964 12/22/2011 12:49:54.255 329.750 5.681 16.964 12/22/2011 12:49:54.505 330.000 5.680 16.962 12/22/2011 12:49:54.755 330.250 5.682 16.968 12/22/2011 12:49:55.005 330.500 5.680 16.960 12/22/2011 12:49:55.255 330.750 5.682 16.968 12/22/2011 12:49:55.505 331.000 5.684 16.972 12/22/2011 12:49:55.755 331.250 5.681 16.964 12/22/2011 12:49:56.005 331.500 5.682 16.967 12/22/2011 12:49:56.255 331.750 5.681 16.964 12/22/2011 12:49:56.505 332.000 5.685 16.975 12/22/2011 12:49:56.755 332.250 5.681 16.964 12/22/2011 12:49:57.005 332.500 5.682 16.968 12/22/2011 12:49:57.255 332.750 5.681 16.963 12/22/2011 12:49:57.505 333.000 5.679 16.958 12/22/2011 12:49:57.755 333.250 5.679 16.959 12/22/2011 12:49:58.005 333.500 5.679 16.958 12/22/2011 12:49:58.255 333.750 5.682 16.967 12/22/2011 12:49:58.505 334.000 5.679 16.957 12/22/2011 12:49:58.755 334.250 5.679 16.957 12/22/2011 12:49:59.005 334.500 5.681 16.965 12/22/2011 12:49:59.255 334.750 5.680 16.961 12/22/2011 12:49:59.505 335.000 5.678 16.954 12/22/2011 12:49:59.755 335.250 5.679 16.959 12/22/2011 12:50:00.005 335.500 5.678 16.956 12/22/2011 12:50:00.255 335.750 5.678 16.954 12/22/2011 12:50:00.505 336.000 5.679 16.959 12/22/2011 12:50:00.755 336.250 5.679 16.959 12/22/2011 12:50:01.005 336.500 5.680 16.962 12/22/2011 12:50:01.255 336.750 5.683 16.971 12/22/2011 12:50:01.505 337.000 5.681 16.963 12/22/2011 12:50:01.755 337.250 5.683 16.969 12/22/2011 12:50:02.005 337.500 5.678 16.955 12/22/2011 12:50:02.255 337.750 5.677 16.953 12/22/2011 12:50:02.505 338.000 5.683 16.970 12/22/2011 12:50:02.755 338.250 5.682 16.966 12/22/2011 12:50:03.005 338.500 5.682 16.968 12/22/2011 12:50:03.255 338.750 5.690 16.991 12/22/2011 12:50:03.505 339.000 5.679 16.958 12/22/2011 12:50:03.755 339.250 5.680 16.962 12/22/2011 12:50:04.005 339.500 5.681 16.963 12/22/2011 12:50:04.255 339.750 5.680 16.961 12/22/2011 12:50:04.505 340.000 5.682 16.968 12/22/2011 12:50:04.755 340.250 5.681 16.964 12/22/2011 12:50:05.005 340.500 5.683 16.971 12/22/2011 12:50:05.255 340.750 5.680 16.960 12/22/2011 12:50:05.505 341.000 5.679 16.959 12/22/2011 12:50:05.755 341.250 5.682 16.968 12/22/2011 12:50:06.005 341.500 5.679 16.959 12/22/2011 12:50:06.255 341.750 5.684 16.973 12/22/2011 12:50:06.505 342.000 5.681 16.964 12/22/2011 12:50:06.755 342.250 5.683 16.971 12/22/2011 12:50:07.005 342.500 5.679 16.957 12/22/2011 12:50:07.255 342.750 5.682 16.966 12/22/2011 12:50:07.505 343.000 5.684 16.974 12/22/2011 12:50:07.755 343.250 5.681 16.965 12/22/2011 12:50:08.005 343.500 5.680 16.962 12/22/2011 12:50:08.255 343.750 5.682 16.966 12/22/2011 12:50:08.505 344.000 5.679 16.957 12/22/2011 12:50:08.755 344.250 5.685 16.975 12/22/2011 12:50:09.005 344.500 5.679 16.959 12/22/2011 12:50:09.255 344.750 5.679 16.958 12/22/2011 12:50:09.505 345.000 5.681 16.965 12/22/2011 12:50:09.755 345.250 5.680 16.962


12/22/2011 12:51:48.755           444.250                             5.670                            16.931 12/22/2011 12:51:49.005           444.500                             5.669                            16.928 12/22/2011 12:51:49.255           444.750                             5.675                            16.947
12/22/2011 12:50:10.005 345.500 5.680 16.962 12/22/2011 12:50:10.255 345.750 5.684 16.973 12/22/2011 12:50:10.505 346.000 5.681 16.965 12/22/2011 12:50:10.755 346.250 5.681 16.964 12/22/2011 12:50:11.005 346.500 5.683 16.970 12/22/2011 12:50:11.255 346.750 5.679 16.957 12/22/2011 12:50:11.505 347.000 5.682 16.968 12/22/2011 12:50:11.755 347.250 5.679 16.959 12/22/2011 12:50:12.005 347.500 5.680 16.962 12/22/2011 12:50:12.255 347.750 5.678 16.954 12/22/2011 12:50:12.505 348.000 5.677 16.952 12/22/2011 12:50:12.755 348.250 5.682 16.967 12/22/2011 12:50:13.005 348.500 5.683 16.969 12/22/2011 12:50:13.255 348.750 5.685 16.975 12/22/2011 12:50:13.505 349.000 5.686 16.980 12/22/2011 12:50:13.755 349.250 6.662 19.894 12/22/2011 12:50:14.005 349.500 5.574 16.645 12/22/2011 12:50:14.255 349.750 5.769 17.227 12/22/2011 12:50:14.505 350.000 5.768 17.223 12/22/2011 12:50:14.755 350.250 5.757 17.190 12/22/2011 12:50:15.005 350.500 5.742 17.146 12/22/2011 12:50:15.255 350.750 5.735 17.125 12/22/2011 12:50:15.505 351.000 5.723 17.091 12/22/2011 12:50:15.755 351.250 5.718 17.075 12/22/2011 12:50:16.005 351.500 5.708 17.045 12/22/2011 12:50:16.255 351.750 5.706 17.039 12/22/2011 12:50:16.505 352.000 5.709 17.047 12/22/2011 12:50:16.755 352.250 5.701 17.024 12/22/2011 12:50:17.005 352.500 5.698 17.014 12/22/2011 12:50:17.255 352.750 5.700 17.022 12/22/2011 12:50:17.505 353.000 5.697 17.012 12/22/2011 12:50:17.755 353.250 5.697 17.011 12/22/2011 12:50:18.005 353.500 5.693 17.000 12/22/2011 12:50:18.255 353.750 5.694 17.003 12/22/2011 12:50:18.505 354.000 5.692 16.996 12/22/2011 12:50:18.755 354.250 5.693 17.000 12/22/2011 12:50:19.005 354.500 5.689 16.987 12/22/2011 12:50:19.255 354.750 5.690 16.991 12/22/2011 12:50:19.505 355.000 5.691 16.994 12/22/2011 12:50:19.755 355.250 5.691 16.995 12/22/2011 12:50:20.005 355.500 5.693 17.000 12/22/2011 12:50:20.255 355.750 5.692 16.996 12/22/2011 12:50:20.505 356.000 5.690 16.990 12/22/2011 12:50:20.755 356.250 5.688 16.986 12/22/2011 12:50:21.005 356.500 5.692 16.996 12/22/2011 12:50:21.255 356.750 5.691 16.994 12/22/2011 12:50:21.505 357.000 5.686 16.980 12/22/2011 12:50:21.755 357.250 5.688 16.985 12/22/2011 12:50:22.005 357.500 5.690 16.991 12/22/2011 12:50:22.255 357.750 5.690 16.991 12/22/2011 12:50:22.505 358.000 5.686 16.979 12/22/2011 12:50:22.755 358.250 5.689 16.988 12/22/2011 12:50:23.005 358.500 5.689 16.989 12/22/2011 12:50:23.255 358.750 5.687 16.981 12/22/2011 12:50:23.505 359.000 5.688 16.984 12/22/2011 12:50:23.755 359.250 5.689 16.989 12/22/2011 12:50:24.005 359.500 5.691 16.994 12/22/2011 12:50:24.255 359.750 5.690 16.990 12/22/2011 12:50:24.505 360.000 5.703 17.030 12/22/2011 12:50:24.755 360.250 5.688 16.985 12/22/2011 12:50:25.005 360.500 5.688 16.986 12/22/2011 12:50:25.255 360.750 5.689 16.987 12/22/2011 12:50:25.505 361.000 5.688 16.985 12/22/2011 12:50:25.755 361.250 5.690 16.991 12/22/2011 12:50:26.005 361.500 5.688 16.986 12/22/2011 12:50:26.255 361.750 5.692 16.997 12/22/2011 12:50:26.505 362.000 5.688 16.984 12/22/2011 12:50:26.755 362.250 5.690 16.990 12/22/2011 12:50:27.005 362.500 5.690 16.990 12/22/2011 12:50:27.255 362.750 5.687 16.981 12/22/2011 12:50:27.505 363.000 5.687 16.982 12/22/2011 12:50:27.755 363.250 5.691 16.994 12/22/2011 12:50:28.005 363.500 5.692 16.997 12/22/2011 12:50:28.255 363.750 5.686 16.980 12/22/2011 12:50:28.505 364.000 5.688 16.984 12/22/2011 12:50:28.755 364.250 5.688 16.985 12/22/2011 12:50:29.005 364.500 5.688 16.985 12/22/2011 12:50:29.255 364.750 5.689 16.989 12/22/2011 12:50:29.505 365.000 5.685 16.975 12/22/2011 12:50:29.755 365.250 5.691 16.994 12/22/2011 12:50:30.005 365.500 5.687 16.982


12/22/2011 12:51:49.505           445.000                             5.691                             16.995
12/22/2011 12:50:30.255 365.750 5.688 16.985 12/22/2011 12:50:30.505 366.000 5.690 16.990 12/22/2011 12:50:30.755 366.250 5.688 16.986 12/22/2011 12:50:31.005 366.500 5.687 16.981 12/22/2011 12:50:31.255 366.750 5.688 16.984 12/22/2011 12:50:31.505 367.000 5.687 16.983 12/22/2011 12:50:31.755 367.250 5.691 16.992 12/22/2011 12:50:32.005 367.500 5.689 16.989 12/22/2011 12:50:32.255 367.750 5.688 16.986 12/22/2011 12:50:32.505 368.000 5.689 16.989 12/22/2011 12:50:32.755 368.250 5.688 16.986 12/22/2011 12:50:33.005 368.500 5.686 16.979 12/22/2011 12:50:33.255 368.750 5.686 16.979 12/22/2011 12:50:33.505 369.000 5.688 16.984 12/22/2011 12:50:33.755 369.250 5.687 16.980 12/22/2011 12:50:34.005 369.500 5.687 16.981 12/22/2011 12:50:34.255 369.750 5.689 16.987 12/22/2011 12:50:34.505 370.000 5.689 16.987 12/22/2011 12:50:34.755 370.250 5.690 16.992 12/22/2011 12:50:35.005 370.500 5.688 16.986 12/22/2011 12:50:35.255 370.750 5.689 16.988 12/22/2011 12:50:35.505 371.000 5.689 16.989 12/22/2011 12:50:35.755 371.250 5.691 16.993 12/22/2011 12:50:36.005 371.500 5.688 16.985 12/22/2011 12:50:36.255 371.750 5.689 16.987 12/22/2011 12:50:36.505 372.000 5.689 16.989 12/22/2011 12:50:36.755 372.250 5.690 16.992 12/22/2011 12:50:37.005 372.500 5.691 16.993 12/22/2011 12:50:37.255 372.750 5.688 16.984 12/22/2011 12:50:37.505 373.000 5.687 16.981 12/22/2011 12:50:37.755 373.250 5.688 16.984 12/22/2011 12:50:38.005 373.500 5.690 16.990 12/22/2011 12:50:38.255 373.750 5.688 16.984 12/22/2011 12:50:38.505 374.000 5.689 16.988 12/22/2011 12:50:38.755 374.250 5.690 16.990 12/22/2011 12:50:39.005 374.500 5.687 16.981 12/22/2011 12:50:39.255 374.750 5.690 16.990 12/22/2011 12:50:39.505 375.000 5.690 16.992 12/22/2011 12:50:39.755 375.250 5.688 16.986 12/22/2011 12:50:40.005 375.500 5.688 16.986 12/22/2011 12:50:40.255 375.750 5.688 16.986 12/22/2011 12:50:40.505 376.000 5.689 16.988 12/22/2011 12:50:40.755 376.250 5.691 16.993 12/22/2011 12:50:41.005 376.500 5.691 16.994 12/22/2011 12:50:41.255 376.750 5.688 16.986 12/22/2011 12:50:41.505 377.000 5.688 16.985 12/22/2011 12:50:41.755 377.250 5.691 16.995 12/22/2011 12:50:42.005 377.500 5.686 16.979 12/22/2011 12:50:42.255 377.750 5.688 16.985 12/22/2011 12:50:42.505 378.000 5.688 16.984 12/22/2011 12:50:42.755 378.250 5.687 16.981 12/22/2011 12:50:43.005 378.500 5.689 16.987 12/22/2011 12:50:43.255 378.750 5.687 16.981 12/22/2011 12:50:43.505 379.000 5.689 16.987 12/22/2011 12:50:43.755 379.250 5.686 16.979 12/22/2011 12:50:44.005 379.500 5.687 16.981 12/22/2011 12:50:44.255 379.750 5.688 16.984 12/22/2011 12:50:44.505 380.000 5.689 16.988 12/22/2011 12:50:44.755 380.250 5.688 16.984 12/22/2011 12:50:45.005 380.500 5.688 16.985 12/22/2011 12:50:45.255 380.750 5.687 16.983 12/22/2011 12:50:45.505 381.000 5.690 16.991 12/22/2011 12:50:45.755 381.250 5.693 16.999 12/22/2011 12:50:46.005 381.500 5.687 16.981 12/22/2011 12:50:46.255 381.750 5.687 16.981 12/22/2011 12:50:46.505 382.000 5.686 16.980 12/22/2011 12:50:46.755 382.250 5.691 16.994 12/22/2011 12:50:47.005 382.500 5.688 16.985 12/22/2011 12:50:47.255 382.750 5.690 16.991 12/22/2011 12:50:47.505 383.000 5.689 16.989 12/22/2011 12:50:47.755 383.250 5.689 16.987 12/22/2011 12:50:48.005 383.500 5.688 16.984 12/22/2011 12:50:48.255 383.750 5.689 16.988 12/22/2011 12:50:48.505 384.000 5.688 16.985 12/22/2011 12:50:48.755 384.250 5.690 16.992 12/22/2011 12:50:49.005 384.500 5.689 16.989 12/22/2011 12:50:49.255 384.750 5.687 16.981 12/22/2011 12:50:49.505 385.000 5.690 16.990 12/22/2011 12:50:49.755 385.250 5.687 16.982 12/22/2011 12:50:50.005 385.500 5.689 16.989 12/22/2011 12:50:50.255 385.750 5.688 16.984


12/22/2011 12:51:49.755           445.250                             5.681                            16.964
12/22/2011 12:50:50.505 386.000 5.688 16.984 12/22/2011 12:50:50.755 386.250 5.690 16.990 12/22/2011 12:50:51.005 386.500 5.690 16.990 12/22/2011 12:50:51.255 386.750 5.690 16.992 12/22/2011 12:50:51.505 387.000 5.691 16.994 12/22/2011 12:50:51.755 387.250 5.690 16.992 12/22/2011 12:50:52.005 387.500 5.686 16.979 12/22/2011 12:50:52.255 387.750 5.688 16.986 12/22/2011 12:50:52.505 388.000 5.690 16.991 12/22/2011 12:50:52.755 388.250 5.687 16.982 12/22/2011 12:50:53.005 388.500 5.690 16.990 12/22/2011 12:50:53.255 388.750 5.686 16.979 12/22/2011 12:50:53.505 389.000 5.687 16.981 12/22/2011 12:50:53.755 389.250 5.688 16.986 12/22/2011 12:50:54.005 389.500 5.687 16.980 12/22/2011 12:50:54.255 389.750 5.686 16.979 12/22/2011 12:50:54.505 390.000 5.687 16.982 12/22/2011 12:50:54.755 390.250 5.688 16.985 12/22/2011 12:50:55.005 390.500 5.689 16.988 12/22/2011 12:50:55.255 390.750 5.690 16.990 12/22/2011 12:50:55.505 391.000 5.690 16.990 12/22/2011 12:50:55.755 391.250 5.688 16.986 12/22/2011 12:50:56.005 391.500 5.692 16.996 12/22/2011 12:50:56.255 391.750 5.689 16.989 12/22/2011 12:50:56.510 392.005 5.688 16.985 12/22/2011 12:50:56.755 392.250 5.691 16.994 12/22/2011 12:50:57.005 392.500 5.692 16.998 12/22/2011 12:50:57.255 392.750 5.689 16.989 12/22/2011 12:50:57.505 393.000 5.689 16.987 12/22/2011 12:50:57.755 393.250 5.691 16.995 12/22/2011 12:50:58.005 393.500 5.688 16.984 12/22/2011 12:50:58.255 393.750 5.690 16.992 12/22/2011 12:50:58.505 394.000 5.688 16.985 12/22/2011 12:50:58.755 394.250 5.687 16.981 12/22/2011 12:50:59.005 394.500 5.689 16.989 12/22/2011 12:50:59.255 394.750 5.687 16.982 12/22/2011 12:50:59.505 395.000 5.689 16.987 12/22/2011 12:50:59.755 395.250 5.687 16.982 12/22/2011 12:51:00.005 395.500 5.690 16.990 12/22/2011 12:51:00.255 395.750 5.688 16.985 12/22/2011 12:51:00.505 396.000 5.689 16.989 12/22/2011 12:51:00.755 396.250 5.690 16.992 12/22/2011 12:51:01.005 396.500 5.688 16.984 12/22/2011 12:51:01.255 396.750 5.686 16.979 12/22/2011 12:51:01.505 397.000 5.687 16.983 12/22/2011 12:51:01.755 397.250 5.685 16.977 12/22/2011 12:51:02.005 397.500 5.685 16.977 12/22/2011 12:51:02.255 397.750 5.689 16.988 12/22/2011 12:51:02.505 398.000 5.688 16.986 12/22/2011 12:51:02.755 398.250 5.685 16.976 12/22/2011 12:51:03.005 398.500 5.688 16.986 12/22/2011 12:51:03.255 398.750 5.687 16.983 12/22/2011 12:51:03.505 399.000 5.688 16.986 12/22/2011 12:51:03.755 399.250 5.689 16.987 12/22/2011 12:51:04.005 399.500 5.686 16.977 12/22/2011 12:51:04.255 399.750 5.689 16.988 12/22/2011 12:51:04.505 400.000 5.684 16.972 12/22/2011 12:51:04.755 400.250 5.689 16.988 12/22/2011 12:51:05.005 400.500 5.688 16.986 12/22/2011 12:51:05.255 400.750 5.688 16.984 12/22/2011 12:51:05.505 401.000 5.688 16.984 12/22/2011 12:51:05.755 401.250 5.687 16.981 12/22/2011 12:51:06.005 401.500 5.687 16.982 12/22/2011 12:51:06.255 401.750 5.688 16.984 12/22/2011 12:51:06.505 402.000 5.688 16.986 12/22/2011 12:51:06.755 402.250 5.686 16.979 12/22/2011 12:51:07.005 402.500 5.693 17.001 12/22/2011 12:51:07.255 402.750 5.690 16.990 12/22/2011 12:51:07.505 403.000 5.688 16.984 12/22/2011 12:51:07.755 403.250 5.690 16.991 12/22/2011 12:51:08.005 403.500 5.687 16.983 12/22/2011 12:51:08.255 403.750 5.689 16.987 12/22/2011 12:51:08.505 404.000 5.687 16.982 12/22/2011 12:51:08.755 404.250 5.688 16.984 12/22/2011 12:51:09.005 404.500 5.688 16.986 12/22/2011 12:51:09.255 404.750 5.689 16.987 12/22/2011 12:51:09.505 405.000 5.690 16.991 12/22/2011 12:51:09.755 405.250 5.690 16.992 12/22/2011 12:51:10.005 405.500 5.691 16.993 12/22/2011 12:51:10.255 405.750 5.690 16.991 12/22/2011 12:51:10.505 406.000 5.691 16.993


12/22/2011 12:51:50.005           445.500                             5.686                             16.978
12/22/2011 12:51:10.755 406.250 5.695 17.005 12/22/2011 12:51:11.005 406.500 5.688 16.985 12/22/2011 12:51:11.255 406.750 5.689 16.989 12/22/2011 12:51:11.505 407.000 5.691 16.992 12/22/2011 12:51:11.755 407.250 5.688 16.984 12/22/2011 12:51:12.005 407.500 5.689 16.989 12/22/2011 12:51:12.255 407.750 5.688 16.985 12/22/2011 12:51:12.505 408.000 5.686 16.980 12/22/2011 12:51:12.755 408.250 5.689 16.987 12/22/2011 12:51:13.005 408.500 5.691 16.993 12/22/2011 12:51:13.255 408.750 5.689 16.989 12/22/2011 12:51:13.505 409.000 5.689 16.988 12/22/2011 12:51:13.755 409.250 5.690 16.992 12/22/2011 12:51:14.005 409.500 5.688 16.984 12/22/2011 12:51:14.255 409.750 5.688 16.986 12/22/2011 12:51:14.505 410.000 5.691 16.994 12/22/2011 12:51:14.755 410.250 5.687 16.982 12/22/2011 12:51:15.005 410.500 5.691 16.993 12/22/2011 12:51:15.255 410.750 5.689 16.987 12/22/2011 12:51:15.505 411.000 5.687 16.982 12/22/2011 12:51:15.755 411.250 5.690 16.991 12/22/2011 12:51:16.005 411.500 5.689 16.989 12/22/2011 12:51:16.255 411.750 5.688 16.985 12/22/2011 12:51:16.505 412.000 5.685 16.975 12/22/2011 12:51:16.755 412.250 5.690 16.992 12/22/2011 12:51:17.005 412.500 5.691 16.994 12/22/2011 12:51:17.255 412.750 5.687 16.983 12/22/2011 12:51:17.505 413.000 5.690 16.992 12/22/2011 12:51:17.756 413.251 5.692 16.996 12/22/2011 12:51:18.005 413.500 5.690 16.990 12/22/2011 12:51:18.255 413.750 5.688 16.984 12/22/2011 12:51:18.505 414.000 5.689 16.988 12/22/2011 12:51:18.755 414.250 5.688 16.986 12/22/2011 12:51:19.005 414.500 5.691 16.992 12/22/2011 12:51:19.255 414.750 5.690 16.992 12/22/2011 12:51:19.505 415.000 5.690 16.991 12/22/2011 12:51:19.755 415.250 5.689 16.988 12/22/2011 12:51:20.005 415.500 5.688 16.985 12/22/2011 12:51:20.255 415.750 5.688 16.985 12/22/2011 12:51:20.505 416.000 5.688 16.985 12/22/2011 12:51:20.755 416.250 5.691 16.993 12/22/2011 12:51:21.005 416.500 5.690 16.992 12/22/2011 12:51:21.255 416.750 5.689 16.987 12/22/2011 12:51:21.505 417.000 5.689 16.989 12/22/2011 12:51:21.755 417.250 5.688 16.984 12/22/2011 12:51:22.005 417.500 5.689 16.989 12/22/2011 12:51:22.255 417.750 5.691 16.994 12/22/2011 12:51:22.505 418.000 5.689 16.987 12/22/2011 12:51:22.755 418.250 5.690 16.991 12/22/2011 12:51:23.005 418.500 5.690 16.990 12/22/2011 12:51:23.255 418.750 5.686 16.980 12/22/2011 12:51:23.505 419.000 5.685 16.977 12/22/2011 12:51:23.755 419.250 5.688 16.985 12/22/2011 12:51:24.005 419.500 5.688 16.985 12/22/2011 12:51:24.255 419.750 5.690 16.990 12/22/2011 12:51:24.505 420.000 5.687 16.983 12/22/2011 12:51:24.755 420.250 5.690 16.992 12/22/2011 12:51:25.005 420.500 5.691 16.994 12/22/2011 12:51:25.255 420.750 5.690 16.991 12/22/2011 12:51:25.505 421.000 5.689 16.989 12/22/2011 12:51:25.755 421.250 5.686 16.980 12/22/2011 12:51:26.005 421.500 5.689 16.988 12/22/2011 12:51:26.255 421.750 5.690 16.990 12/22/2011 12:51:26.505 422.000 5.690 16.991 12/22/2011 12:51:26.755 422.250 5.689 16.989 12/22/2011 12:51:27.005 422.500 5.686 16.979 12/22/2011 12:51:27.255 422.750 5.688 16.986 12/22/2011 12:51:27.505 423.000 5.689 16.989 12/22/2011 12:51:27.755 423.250 5.690 16.990 12/22/2011 12:51:28.005 423.500 5.689 16.987 12/22/2011 12:51:28.255 423.750 5.700 17.021 12/22/2011 12:51:28.505 424.000 5.693 16.999 12/22/2011 12:51:28.755 424.250 5.689 16.987 12/22/2011 12:51:29.005 424.500 5.691 16.994 12/22/2011 12:51:29.255 424.750 5.689 16.989 12/22/2011 12:51:29.505 425.000 5.689 16.987 12/22/2011 12:51:29.755 425.250 5.686 16.979 12/22/2011 12:51:30.005 425.500 5.689 16.987 12/22/2011 12:51:30.255 425.750 5.690 16.991 12/22/2011 12:51:30.505 426.000 5.693 16.999 12/22/2011 12:51:30.755 426.250 5.691 16.995


12/22/2011 12:51:50.255           445.750                             5.684                             16.974 12/22/2011 12:51:50.505           446.000                             5.681                             16.965 12/22/2011 12:51:50.755           446.250                             5.685                             16.977
12/22/2011 12:51:31.005 426.500 5.688 16.984 12/22/2011 12:51:31.255 426.750 5.688 16.984 12/22/2011 12:51:31.505 427.000 5.688 16.986 12/22/2011 12:51:31.755 427.250 5.688 16.986 12/22/2011 12:51:32.005 427.500 5.689 16.987 12/22/2011 12:51:32.255 427.750 5.690 16.990 12/22/2011 12:51:32.505 428.000 5.689 16.987 12/22/2011 12:51:32.755 428.250 5.691 16.994 12/22/2011 12:51:33.005 428.500 5.687 16.983 12/22/2011 12:51:33.255 428.750 5.684 16.974 12/22/2011 12:51:33.505 429.000 5.688 16.985 12/22/2011 12:51:33.755 429.250 5.688 16.985 12/22/2011 12:51:34.005 429.500 5.685 16.975 12/22/2011 12:51:34.255 429.750 5.686 16.979 12/22/2011 12:51:34.505 430.000 5.689 16.988 12/22/2011 12:51:34.755 430.250 5.689 16.988 12/22/2011 12:51:35.005 430.500 5.686 16.980 12/22/2011 12:51:35.255 430.750 5.692 16.996 12/22/2011 12:51:35.505 431.000 5.689 16.988 12/22/2011 12:51:35.755 431.250 5.691 16.993 12/22/2011 12:51:36.005 431.500 5.689 16.988 12/22/2011 12:51:36.255 431.750 5.688 16.986 12/22/2011 12:51:36.505 432.000 5.691 16.994 12/22/2011 12:51:36.755 432.250 5.693 17.000 12/22/2011 12:51:37.005 432.500 5.690 16.992 12/22/2011 12:51:37.255 432.750 5.688 16.984 12/22/2011 12:51:37.505 433.000 5.692 16.995 12/22/2011 12:51:37.755 433.250 5.692 16.996 12/22/2011 12:51:38.005 433.500 5.688 16.986 12/22/2011 12:51:38.255 433.750 5.689 16.988 12/22/2011 12:51:38.505 434.000 5.692 16.997 12/22/2011 12:51:38.755 434.250 5.691 16.993 12/22/2011 12:51:39.005 434.500 5.692 16.996 12/22/2011 12:51:39.255 434.750 5.688 16.986 12/22/2011 12:51:39.505 435.000 5.692 16.997 12/22/2011 12:51:39.755 435.250 5.690 16.990 12/22/2011 12:51:40.005 435.500 5.687 16.982 12/22/2011 12:51:40.255 435.750 5.694 17.002 12/22/2011 12:51:40.505 436.000 5.692 16.996 12/22/2011 12:51:40.755 436.250 5.693 17.000 12/22/2011 12:51:41.005 436.500 5.692 16.996 12/22/2011 12:51:41.255 436.750 5.693 17.000 12/22/2011 12:51:41.505 437.000 5.688 16.984 12/22/2011 12:51:41.755 437.250 5.693 17.000 12/22/2011 12:51:42.005 437.500 5.692 16.998 12/22/2011 12:51:42.255 437.750 5.692 16.996 12/22/2011 12:51:42.505 438.000 5.691 16.992 12/22/2011 12:51:42.755 438.250 5.693 17.000 12/22/2011 12:51:43.005 438.500 5.689 16.987 12/22/2011 12:51:43.255 438.750 5.692 16.997 12/22/2011 12:51:43.505 439.000 5.691 16.993 12/22/2011 12:51:43.755 439.250 5.675 16.946 12/22/2011 12:51:44.005 439.500 5.335 15.932 12/22/2011 12:51:44.255 439.750 5.576 16.650 12/22/2011 12:51:44.505 440.000 5.721 17.084 12/22/2011 12:51:44.755 440.250 5.709 17.046 12/22/2011 12:51:45.005 440.500 5.686 16.977 12/22/2011 12:51:45.255 440.750 5.598 16.716 12/22/2011 12:51:45.505 441.000 5.555 16.589 12/22/2011 12:51:45.755 441.250 5.606 16.740 12/22/2011 12:51:46.005 441.500 5.628 16.804 12/22/2011 12:51:46.255 441.750 5.630 16.813 12/22/2011 12:51:46.505 442.000 5.629 16.808 12/22/2011 12:51:46.755 442.250 5.603 16.731 12/22/2011 12:51:47.005 442.500 5.573 16.641 12/22/2011 12:51:47.255 442.750 5.580 16.662 12/22/2011 12:51:47.505 443.000 5.602 16.729 12/22/2011 12:51:47.755 443.250 5.627 16.801 12/22/2011 12:51:48.005 443.500 5.638 16.836 12/22/2011 12:51:48.255 443.750 5.655 16.886 12/22/2011 12:51:48.505 444.000 5.660 16.903 12/22/2011 12:51:48.755 444.250 5.670 16.931 12/22/2011 12:51:49.005 444.500 5.669 16.928 12/22/2011 12:51:49.255 444.750 5.675 16.947 12/22/2011 12:51:49.505 445.000 5.691 16.995 12/22/2011 12:51:49.755 445.250 5.681 16.964 12/22/2011 12:51:50.005 445.500 5.686 16.978 12/22/2011 12:51:50.255 445.750 5.684 16.974 12/22/2011 12:51:50.505 446.000 5.681 16.965 12/22/2011 12:51:50.755 446.250 5.685 16.977 12/22/2011 12:51:51.005 446.500 5.687 16.983


12/22/2011 12:51:51.005           446.500                             5.687                             16.983 12/22/2011 12:51:51.255           446.750                             5.684                             16.973 12/22/2011 12:51:51.505           447.000                             5.687                            16.983
12/22/2011 12:51:51.255 446.750 5.684 16.973 12/22/2011 12:51:51.505 447.000 5.687 16.983 12/22/2011 12:51:51.755 447.250 5.686 16.980 12/22/2011 12:51:52.005 447.500 5.687 16.983 12/22/2011 12:51:52.255 447.750 5.689 16.987 12/22/2011 12:51:52.505 448.000 5.684 16.973 12/22/2011 12:51:52.755 448.250 5.688 16.986 12/22/2011 12:51:53.005 448.500 5.688 16.985 12/22/2011 12:51:53.255 448.750 5.688 16.986 12/22/2011 12:51:53.505 449.000 5.690 16.991 12/22/2011 12:51:53.755 449.250 5.694 17.003 12/22/2011 12:51:54.005 449.500 5.692 16.997 12/22/2011 12:51:54.255 449.750 5.693 17.000 12/22/2011 12:51:54.505 450.000 5.691 16.994 12/22/2011 12:51:54.755 450.250 5.693 16.999 12/22/2011 12:51:55.005 450.500 5.688 16.985 12/22/2011 12:51:55.255 450.750 5.693 16.999 12/22/2011 12:51:55.505 451.000 5.690 16.992 12/22/2011 12:51:55.755 451.250 5.693 16.999 12/22/2011 12:51:56.005 451.500 5.692 16.996 12/22/2011 12:51:56.255 451.750 5.691 16.994 12/22/2011 12:51:56.505 452.000 5.691 16.993 12/22/2011 12:51:56.755 452.250 5.694 17.003 12/22/2011 12:51:57.005 452.500 5.692 16.996 12/22/2011 12:51:57.255 452.750 5.690 16.990 12/22/2011 12:51:57.505 453.000 5.693 16.999 12/22/2011 12:51:57.755 453.250 5.688 16.986 12/22/2011 12:51:58.005 453.500 5.694 17.002 12/22/2011 12:51:58.255 453.750 5.692 16.996 12/22/2011 12:51:58.505 454.000 5.691 16.995 12/22/2011 12:51:58.755 454.250 5.692 16.995 12/22/2011 12:51:59.005 454.500 5.692 16.998 12/22/2011 12:51:59.255 454.750 5.688 16.986 12/22/2011 12:51:59.505 455.000 5.692 16.996 12/22/2011 12:51:59.755 455.250 5.693 17.000 12/22/2011 12:52:00.005 455.500 5.690 16.990 12/22/2011 12:52:00.255 455.750 5.694 17.003 12/22/2011 12:52:00.505 456.000 5.689 16.989 12/22/2011 12:52:00.755 456.250 5.691 16.994 12/22/2011 12:52:01.005 456.500 5.692 16.997 12/22/2011 12:52:01.255 456.750 5.691 16.994 12/22/2011 12:52:01.505 457.000 5.689 16.989 12/22/2011 12:52:01.755 457.250 5.691 16.995 12/22/2011 12:52:02.005 457.500 5.693 17.000 12/22/2011 12:52:02.255 457.750 5.693 17.001 12/22/2011 12:52:02.505 458.000 5.692 16.998 12/22/2011 12:52:02.755 458.250 5.694 17.003 12/22/2011 12:52:03.005 458.500 5.691 16.993 12/22/2011 12:52:03.255 458.750 5.694 17.004 12/22/2011 12:52:03.505 459.000 5.693 17.000 12/22/2011 12:52:03.755 459.250 5.692 16.996 12/22/2011 12:52:04.005 459.500 5.690 16.990 12/22/2011 12:52:04.255 459.750 5.693 17.000 12/22/2011 12:52:04.505 460.000 5.690 16.990 12/22/2011 12:52:04.755 460.250 5.690 16.992 12/22/2011 12:52:05.005 460.500 5.690 16.992 12/22/2011 12:52:05.255 460.750 5.690 16.991 12/22/2011 12:52:05.505 461.000 5.691 16.993 12/22/2011 12:52:05.755 461.250 5.691 16.993 12/22/2011 12:52:06.005 461.500 5.691 16.995 12/22/2011 12:52:06.255 461.750 5.693 16.999 12/22/2011 12:52:06.505 462.000 5.693 16.999 12/22/2011 12:52:06.755 462.250 5.694 17.002 12/22/2011 12:52:07.005 462.500 5.694 17.003 12/22/2011 12:52:07.255 462.750 5.693 17.000 12/22/2011 12:52:07.505 463.000 5.693 16.998 12/22/2011 12:52:07.755 463.250 5.690 16.992 12/22/2011 12:52:08.005 463.500 5.691 16.994 12/22/2011 12:52:08.255 463.750 5.693 16.999 12/22/2011 12:52:08.505 464.000 5.693 17.001 12/22/2011 12:52:08.755 464.250 5.693 17.000 12/22/2011 12:52:09.005 464.500 5.692 16.996 12/22/2011 12:52:09.255 464.750 5.693 17.001 12/22/2011 12:52:09.505 465.000 5.695 17.006 12/22/2011 12:52:09.755 465.250 5.692 16.997 12/22/2011 12:52:10.005 465.500 5.693 17.001 12/22/2011 12:52:10.255 465.750 5.692 16.996 12/22/2011 12:52:10.505 466.000 5.693 16.999 12/22/2011 12:52:10.755 466.250 5.703 17.028 12/22/2011 12:52:11.005 466.500 5.693 17.000 12/22/2011 12:52:11.255 466.750 5.692 16.997


12/22/2011 12:51:51.755           447.250                             5.686                            16.980
12/22/2011 12:52:11.505 467.000 5.691 16.993 12/22/2011 12:52:11.755 467.250 5.691 16.993 12/22/2011 12:52:12.005 467.500 5.693 16.999 12/22/2011 12:52:12.255 467.750 5.695 17.005 12/22/2011 12:52:12.505 468.000 5.692 16.998 12/22/2011 12:52:12.755 468.250 5.694 17.003 12/22/2011 12:52:13.005 468.500 5.693 16.999 12/22/2011 12:52:13.255 468.750 5.697 17.011 12/22/2011 12:52:13.505 469.000 5.694 17.003 12/22/2011 12:52:13.755 469.250 5.692 16.996 12/22/2011 12:52:14.005 469.500 5.697 17.010 12/22/2011 12:52:14.255 469.750 5.693 16.999 12/22/2011 12:52:14.505 470.000 5.695 17.004 12/22/2011 12:52:14.755 470.250 5.694 17.002 12/22/2011 12:52:15.005 470.500 5.694 17.003 12/22/2011 12:52:15.255 470.750 5.693 17.001 12/22/2011 12:52:15.505 471.000 5.692 16.998 12/22/2011 12:52:15.755 471.250 5.688 16.985 12/22/2011 12:52:16.005 471.500 5.690 16.990 12/22/2011 12:52:16.255 471.750 5.692 16.997 12/22/2011 12:52:16.505 472.000 5.692 16.996 12/22/2011 12:52:16.755 472.250 5.690 16.991 12/22/2011 12:52:17.005 472.500 5.693 17.000 12/22/2011 12:52:17.255 472.750 5.695 17.005 12/22/2011 12:52:17.505 473.000 5.694 17.003 12/22/2011 12:52:17.755 473.250 5.694 17.003 12/22/2011 12:52:18.005 473.500 5.695 17.005 12/22/2011 12:52:18.255 473.750 5.690 16.990 12/22/2011 12:52:18.505 474.000 5.693 17.001 12/22/2011 12:52:18.755 474.250 5.695 17.005 12/22/2011 12:52:19.005 474.500 5.692 16.996 12/22/2011 12:52:19.255 474.750 5.694 17.002 12/22/2011 12:52:19.505 475.000 5.695 17.005 12/22/2011 12:52:19.755 475.250 5.694 17.002 12/22/2011 12:52:20.005 475.500 5.694 17.004 12/22/2011 12:52:20.255 475.750 5.691 16.993 12/22/2011 12:52:20.505 476.000 5.689 16.989 12/22/2011 12:52:20.755 476.250 5.692 16.997 12/22/2011 12:52:21.005 476.500 5.695 17.006 12/22/2011 12:52:21.255 476.750 5.694 17.003 12/22/2011 12:52:21.505 477.000 5.698 17.014 12/22/2011 12:52:21.755 477.250 5.690 16.992 12/22/2011 12:52:22.005 477.500 5.693 16.999 12/22/2011 12:52:22.255 477.750 5.696 17.010 12/22/2011 12:52:22.505 478.000 5.693 17.000 12/22/2011 12:52:22.755 478.250 5.692 16.997 12/22/2011 12:52:23.005 478.500 5.696 17.007 12/22/2011 12:52:23.255 478.750 5.695 17.005 12/22/2011 12:52:23.505 479.000 5.698 17.016 12/22/2011 12:52:23.755 479.250 5.695 17.006 12/22/2011 12:52:24.005 479.500 5.694 17.002 12/22/2011 12:52:24.255 479.750 5.697 17.011 12/22/2011 12:52:24.505 480.000 5.694 17.001 12/22/2011 12:52:24.755 480.250 5.695 17.006 12/22/2011 12:52:25.005 480.500 5.696 17.008 12/22/2011 12:52:25.255 480.750 5.692 16.997 12/22/2011 12:52:25.505 481.000 5.697 17.013 12/22/2011 12:52:25.755 481.250 5.695 17.005 12/22/2011 12:52:26.005 481.500 5.695 17.006 12/22/2011 12:52:26.255 481.750 5.696 17.009 12/22/2011 12:52:26.505 482.000 5.691 16.994 12/22/2011 12:52:26.755 482.250 5.692 16.998 12/22/2011 12:52:27.005 482.500 5.694 17.003 12/22/2011 12:52:27.255 482.750 5.698 17.016 12/22/2011 12:52:27.505 483.000 5.693 17.001 12/22/2011 12:52:27.755 483.250 5.693 17.001 12/22/2011 12:52:28.005 483.500 5.691 16.995 12/22/2011 12:52:28.255 483.750 5.691 16.992 12/22/2011 12:52:28.505 484.000 5.693 17.000 12/22/2011 12:52:28.755 484.250 5.694 17.002 12/22/2011 12:52:29.005 484.500 5.692 16.998 12/22/2011 12:52:29.255 484.750 5.693 16.999 12/22/2011 12:52:29.505 485.000 5.692 16.997 12/22/2011 12:52:29.755 485.250 5.692 16.998 12/22/2011 12:52:30.005 485.500 5.695 17.005 12/22/2011 12:52:30.255 485.750 5.692 16.998 12/22/2011 12:52:30.505 486.000 5.695 17.006 12/22/2011 12:52:30.755 486.250 5.692 16.997 12/22/2011 12:52:31.005 486.500 5.690 16.992 12/22/2011 12:52:31.255 486.750 5.696 17.010 12/22/2011 12:52:31.505 487.000 5.694 17.003


12/22/2011 12:51:52.005           447.500                             5.687                            16.983 12/22/2011 12:51:52.255           447.750                             5.689                             16.987 12/22/2011 12:51:52.505           448.000                             5.684                            16.973
12/22/2011 12:52:31.755 487.250 5.697 17.011 12/22/2011 12:52:32.005 487.500 5.704 17.032 12/22/2011 12:52:32.255 487.750 5.695 17.006 12/22/2011 12:52:32.505 488.000 5.695 17.006 12/22/2011 12:52:32.755 488.250 5.693 16.999 12/22/2011 12:52:33.005 488.500 5.692 16.997 12/22/2011 12:52:33.255 488.750 5.695 17.005 12/22/2011 12:52:33.505 489.000 5.693 17.000 12/22/2011 12:52:33.755 489.250 5.690 16.992 12/22/2011 12:52:34.005 489.500 5.696 17.009 12/22/2011 12:52:34.255 489.750 5.697 17.010 12/22/2011 12:52:34.505 490.000 5.694 17.004 12/22/2011 12:52:34.755 490.250 5.696 17.009 12/22/2011 12:52:35.005 490.500 5.696 17.009 12/22/2011 12:52:35.255 490.750 5.698 17.015 12/22/2011 12:52:35.505 491.000 5.695 17.004 12/22/2011 12:52:35.755 491.250 5.696 17.008 12/22/2011 12:52:36.005 491.500 5.695 17.005 12/22/2011 12:52:36.255 491.750 5.695 17.005 12/22/2011 12:52:36.505 492.000 5.697 17.012 12/22/2011 12:52:36.755 492.250 5.694 17.003 12/22/2011 12:52:37.005 492.500 5.695 17.006 12/22/2011 12:52:37.255 492.750 5.693 16.999 12/22/2011 12:52:37.505 493.000 5.695 17.005 12/22/2011 12:52:37.755 493.250 5.693 17.001 12/22/2011 12:52:38.005 493.500 5.692 16.998 12/22/2011 12:52:38.255 493.750 5.693 17.000 12/22/2011 12:52:38.505 494.000 5.693 16.999 12/22/2011 12:52:38.755 494.250 5.692 16.997 12/22/2011 12:52:39.005 494.500 5.695 17.005 12/22/2011 12:52:39.255 494.750 5.697 17.012 12/22/2011 12:52:39.505 495.000 5.694 17.003 12/22/2011 12:52:39.755 495.250 5.698 17.016 12/22/2011 12:52:40.005 495.500 5.692 16.998 12/22/2011 12:52:40.255 495.750 5.691 16.994 12/22/2011 12:52:40.505 496.000 5.695 17.005 12/22/2011 12:52:40.755 496.250 5.692 16.998 12/22/2011 12:52:41.005 496.500 5.689 16.989 12/22/2011 12:52:41.255 496.750 5.692 16.996 12/22/2011 12:52:41.505 497.000 5.692 16.997 12/22/2011 12:52:41.755 497.250 5.693 16.999 12/22/2011 12:52:42.005 497.500 5.690 16.991 12/22/2011 12:52:42.255 497.750 5.693 16.999 12/22/2011 12:52:42.505 498.000 5.693 17.001 12/22/2011 12:52:42.755 498.250 5.695 17.005 12/22/2011 12:52:43.005 498.500 5.697 17.010 12/22/2011 12:52:43.255 498.750 5.695 17.007 12/22/2011 12:52:43.505 499.000 5.695 17.007 12/22/2011 12:52:43.755 499.250 5.697 17.011 12/22/2011 12:52:44.005 499.500 5.694 17.002 12/22/2011 12:52:44.255 499.750 5.694 17.003 12/22/2011 12:52:44.505 500.000 5.693 16.999 12/22/2011 12:52:44.755 500.250 5.697 17.012 12/22/2011 12:52:45.005 500.500 5.698 17.014 12/22/2011 12:52:45.255 500.750 5.697 17.010 12/22/2011 12:52:45.505 501.000 5.695 17.004 12/22/2011 12:52:45.755 501.250 5.696 17.008 12/22/2011 12:52:46.005 501.500 5.691 16.994 12/22/2011 12:52:46.255 501.750 5.696 17.008 12/22/2011 12:52:46.505 502.000 5.694 17.002 12/22/2011 12:52:46.755 502.250 5.692 16.996 12/22/2011 12:52:47.005 502.500 5.697 17.011 12/22/2011 12:52:47.255 502.750 5.696 17.008 12/22/2011 12:52:47.505 503.000 5.697 17.012 12/22/2011 12:52:47.755 503.250 5.695 17.006 12/22/2011 12:52:48.005 503.500 5.695 17.005 12/22/2011 12:52:48.255 503.750 5.695 17.006 12/22/2011 12:52:48.505 504.000 5.694 17.002 12/22/2011 12:52:48.755 504.250 5.693 16.999 12/22/2011 12:52:49.005 504.500 5.691 16.995 12/22/2011 12:52:49.255 504.750 5.693 17.000 12/22/2011 12:52:49.505 505.000 5.691 16.992 12/22/2011 12:52:49.755 505.250 5.691 16.993 12/22/2011 12:52:50.005 505.500 5.694 17.004 12/22/2011 12:52:50.255 505.750 5.696 17.010 12/22/2011 12:52:50.505 506.000 5.696 17.008 12/22/2011 12:52:50.755 506.250 5.694 17.002 12/22/2011 12:52:51.005 506.500 5.694 17.001 12/22/2011 12:52:51.255 506.750 5.694 17.002 12/22/2011 12:52:51.505 507.000 5.693 17.001 12/22/2011 12:52:51.755 507.250 5.694 17.001


12/22/2011 12:51:52.755           448.250                             5.688                            16.986
12/22/2011 12:52:52.005 507.500 5.692 16.997 12/22/2011 12:52:52.255 507.750 5.693 17.000 12/22/2011 12:52:52.505 508.000 5.695 17.005 12/22/2011 12:52:52.755 508.250 5.691 16.995 12/22/2011 12:52:53.005 508.500 5.693 17.001 12/22/2011 12:52:53.255 508.750 5.707 17.043 12/22/2011 12:52:53.505 509.000 5.696 17.010 12/22/2011 12:52:53.755 509.250 5.695 17.007 12/22/2011 12:52:54.005 509.500 5.696 17.009 12/22/2011 12:52:54.255 509.750 5.693 17.001 12/22/2011 12:52:54.505 510.000 5.692 16.996 12/22/2011 12:52:54.755 510.250 5.699 17.017 12/22/2011 12:52:55.005 510.500 5.691 16.995 12/22/2011 12:52:55.255 510.750 5.695 17.006 12/22/2011 12:52:55.505 511.000 5.697 17.012 12/22/2011 12:52:55.755 511.250 5.697 17.012 12/22/2011 12:52:56.005 511.500 5.695 17.006 12/22/2011 12:52:56.255 511.750 5.698 17.015 12/22/2011 12:52:56.505 512.000 5.694 17.004 12/22/2011 12:52:56.755 512.250 5.694 17.003 12/22/2011 12:52:57.005 512.500 5.694 17.002 12/22/2011 12:52:57.255 512.750 5.696 17.009 12/22/2011 12:52:57.505 513.000 5.694 17.001 12/22/2011 12:52:57.755 513.250 5.691 16.994 12/22/2011 12:52:58.005 513.500 5.696 17.009 12/22/2011 12:52:58.255 513.750 5.697 17.012 12/22/2011 12:52:58.505 514.000 5.693 16.999 12/22/2011 12:52:58.755 514.250 5.695 17.004 12/22/2011 12:52:59.005 514.500 5.693 17.000 12/22/2011 12:52:59.255 514.750 5.693 17.000 12/22/2011 12:52:59.505 515.000 5.691 16.993 12/22/2011 12:52:59.755 515.250 5.695 17.006 12/22/2011 12:53:00.005 515.500 5.693 17.001 12/22/2011 12:53:00.255 515.750 5.695 17.004 12/22/2011 12:53:00.505 516.000 5.696 17.008 12/22/2011 12:53:00.755 516.250 5.696 17.009 12/22/2011 12:53:01.005 516.500 5.695 17.007 12/22/2011 12:53:01.255 516.750 5.697 17.011 12/22/2011 12:53:01.505 517.000 5.695 17.006 12/22/2011 12:53:01.755 517.250 5.695 17.005 12/22/2011 12:53:02.005 517.500 5.690 16.991 12/22/2011 12:53:02.255 517.750 5.693 17.001 12/22/2011 12:53:02.505 518.000 5.695 17.004 12/22/2011 12:53:02.755 518.250 5.696 17.007 12/22/2011 12:53:03.005 518.500 5.694 17.003 12/22/2011 12:53:03.255 518.750 5.695 17.005 12/22/2011 12:53:03.505 519.000 5.694 17.004 12/22/2011 12:53:03.755 519.250 5.696 17.010 12/22/2011 12:53:04.005 519.500 5.695 17.006 12/22/2011 12:53:04.255 519.750 5.695 17.007 12/22/2011 12:53:04.505 520.000 5.694 17.004 12/22/2011 12:53:04.755 520.250 5.696 17.009 12/22/2011 12:53:05.005 520.500 5.694 17.003 12/22/2011 12:53:05.255 520.750 5.695 17.005 12/22/2011 12:53:05.505 521.000 5.694 17.004 12/22/2011 12:53:05.755 521.250 5.696 17.009 12/22/2011 12:53:06.005 521.500 5.695 17.007 12/22/2011 12:53:06.255 521.750 5.694 17.003 12/22/2011 12:53:06.505 522.000 5.695 17.005 12/22/2011 12:53:06.755 522.250 5.694 17.002 12/22/2011 12:53:07.005 522.500 5.693 17.000 12/22/2011 12:53:07.255 522.750 5.694 17.003 12/22/2011 12:53:07.505 523.000 5.695 17.005 12/22/2011 12:53:07.755 523.250 5.694 17.001 12/22/2011 12:53:08.005 523.500 5.696 17.009 12/22/2011 12:53:08.255 523.750 5.695 17.005 12/22/2011 12:53:08.505 524.000 5.694 17.002 12/22/2011 12:53:08.755 524.250 5.696 17.010 12/22/2011 12:53:09.005 524.500 5.691 16.994 12/22/2011 12:53:09.255 524.750 5.692 16.996 12/22/2011 12:53:09.505 525.000 5.694 17.002 12/22/2011 12:53:09.755 525.250 5.695 17.005 12/22/2011 12:53:10.005 525.500 5.692 16.998 12/22/2011 12:53:10.255 525.750 5.694 17.002 12/22/2011 12:53:10.505 526.000 5.691 16.993 12/22/2011 12:53:10.755 526.250 5.693 17.001 12/22/2011 12:53:11.005 526.500 5.692 16.998 12/22/2011 12:53:11.255 526.750 5.695 17.005 12/22/2011 12:53:11.505 527.000 5.692 16.997 12/22/2011 12:53:11.755 527.250 5.691 16.994 12/22/2011 12:53:12.005 527.500 5.692 16.996


12/22/2011 12:51:53.005           448.500                             5.688                            16.985 12/22/2011 12:51:53.255           448.750                             5.688                            16.986 12/22/2011 12:51:53.505           449.000                             5.690                            16.991 12/22/2011 12:51:53.755           449.250                             5.694                             17.003 12/22/2011 12:51:54.005           449.500                             5.692                             16.997
12/22/2011 12:53:12.255 527.750 5.693 17.001 12/22/2011 12:53:12.505 528.000 5.694 17.004 12/22/2011 12:53:12.755 528.250 5.696 17.010 12/22/2011 12:53:13.005 528.500 5.690 16.990 12/22/2011 12:53:13.255 528.750 5.692 16.996 12/22/2011 12:53:13.505 529.000 5.693 16.998 12/22/2011 12:53:13.755 529.250 5.693 16.998 12/22/2011 12:53:14.005 529.500 5.696 17.008 12/22/2011 12:53:14.255 529.750 5.690 16.990 12/22/2011 12:53:14.505 530.000 5.705 17.037 12/22/2011 12:53:14.755 530.250 5.697 17.011 12/22/2011 12:53:15.005 530.500 5.694 17.004 12/22/2011 12:53:15.255 530.750 5.692 16.996 12/22/2011 12:53:15.505 531.000 5.691 16.994 12/22/2011 12:53:15.755 531.250 5.695 17.007 12/22/2011 12:53:16.005 531.500 5.696 17.007 12/22/2011 12:53:16.255 531.750 5.694 17.002 12/22/2011 12:53:16.505 532.000 5.695 17.005 12/22/2011 12:53:16.755 532.250 5.693 17.001 12/22/2011 12:53:17.005 532.500 5.689 16.989 12/22/2011 12:53:17.255 532.750 5.693 16.999 12/22/2011 12:53:17.505 533.000 5.697 17.011 12/22/2011 12:53:17.755 533.250 5.694 17.003 12/22/2011 12:53:18.005 533.500 5.693 17.001 12/22/2011 12:53:18.255 533.750 5.694 17.003 12/22/2011 12:53:18.505 534.000 5.692 16.996 12/22/2011 12:53:18.755 534.250 5.692 16.998 12/22/2011 12:53:19.005 534.500 5.691 16.993 12/22/2011 12:53:19.255 534.750 5.692 16.998 12/22/2011 12:53:19.505 535.000 5.694 17.002 12/22/2011 12:53:19.755 535.250 5.692 16.998 12/22/2011 12:53:20.005 535.500 5.691 16.994 12/22/2011 12:53:20.255 535.750 5.691 16.993 12/22/2011 12:53:20.505 536.000 5.692 16.996 12/22/2011 12:53:20.755 536.250 5.693 17.000 12/22/2011 12:53:21.005 536.500 5.693 17.001 12/22/2011 12:53:21.255 536.750 5.693 17.001 12/22/2011 12:53:21.505 537.000 5.693 16.999 12/22/2011 12:53:21.755 537.250 5.691 16.993 12/22/2011 12:53:22.005 537.500 5.693 17.001 12/22/2011 12:53:22.255 537.750 5.691 16.993 12/22/2011 12:53:22.505 538.000 5.694 17.003 12/22/2011 12:53:22.755 538.250 5.692 16.996 12/22/2011 12:53:23.005 538.500 5.692 16.996 12/22/2011 12:53:23.255 538.750 5.695 17.005 12/22/2011 12:53:23.505 539.000 5.694 17.002 12/22/2011 12:53:23.755 539.250 5.693 16.999 12/22/2011 12:53:24.005 539.500 5.694 17.003 12/22/2011 12:53:24.255 539.750 5.694 17.003 12/22/2011 12:53:24.505 540.000 5.695 17.007 12/22/2011 12:53:24.755 540.250 5.694 17.004 12/22/2011 12:53:25.005 540.500 5.696 17.009 12/22/2011 12:53:25.255 540.750 5.695 17.005 12/22/2011 12:53:25.505 541.000 5.695 17.005 12/22/2011 12:53:25.755 541.250 5.696 17.007 12/22/2011 12:53:26.005 541.500 5.695 17.005 12/22/2011 12:53:26.255 541.750 5.694 17.002 12/22/2011 12:53:26.505 542.000 5.695 17.006 12/22/2011 12:53:26.755 542.250 5.693 16.999 12/22/2011 12:53:27.005 542.500 5.695 17.005 12/22/2011 12:53:27.255 542.750 5.692 16.997 12/22/2011 12:53:27.505 543.000 5.696 17.008 12/22/2011 12:53:27.755 543.250 5.696 17.010 12/22/2011 12:53:28.005 543.500 5.694 17.003 12/22/2011 12:53:28.255 543.750 5.693 16.999 12/22/2011 12:53:28.505 544.000 5.691 16.993 12/22/2011 12:53:28.755 544.250 5.694 17.002 12/22/2011 12:53:29.005 544.500 5.694 17.002 12/22/2011 12:53:29.255 544.750 5.693 17.001 12/22/2011 12:53:29.505 545.000 5.693 17.001 12/22/2011 12:53:29.755 545.250 5.693 17.000 12/22/2011 12:53:30.005 545.500 5.693 17.000 12/22/2011 12:53:30.255 545.750 5.694 17.003 12/22/2011 12:53:30.505 546.000 5.694 17.003 12/22/2011 12:53:30.755 546.250 5.691 16.993 12/22/2011 12:53:31.005 546.500 5.693 17.000 12/22/2011 12:53:31.255 546.750 5.695 17.005 12/22/2011 12:53:31.505 547.000 5.692 16.997 12/22/2011 12:53:31.755 547.250 5.693 16.999 12/22/2011 12:53:32.005 547.500 5.691 16.995 12/22/2011 12:53:32.255 547.750 5.693 16.999


12/22/2011 12:51:54.255           449.750                             5.693                             17.000
12/22/2011 12:53:32.505 548.000 5.693 17.000 12/22/2011 12:53:32.755 548.250 5.691 16.993 12/22/2011 12:53:33.005 548.500 5.693 17.001 12/22/2011 12:53:33.255 548.750 5.690 16.992 12/22/2011 12:53:33.505 549.000 5.694 17.003 12/22/2011 12:53:33.755 549.250 5.693 16.999 12/22/2011 12:53:34.005 549.500 5.691 16.994 12/22/2011 12:53:34.255 549.750 5.692 16.998 12/22/2011 12:53:34.505 550.000 5.696 17.008 12/22/2011 12:53:34.755 550.250 5.696 17.010 12/22/2011 12:53:35.017 550.512 5.692 16.998 12/22/2011 12:53:35.255 550.750 5.694 17.002 12/22/2011 12:53:35.505 551.000 5.688 16.985 12/22/2011 12:53:35.755 551.250 5.691 16.995 12/22/2011 12:53:36.012 551.507 5.694 17.004 12/22/2011 12:53:36.255 551.750 5.695 17.007 12/22/2011 12:53:36.505 552.000 5.693 16.999 12/22/2011 12:53:36.755 552.250 5.692 16.997 12/22/2011 12:53:37.005 552.500 5.693 17.001 12/22/2011 12:53:37.255 552.750 5.694 17.003 12/22/2011 12:53:37.505 553.000 5.690 16.991 12/22/2011 12:53:37.755 553.250 5.692 16.997 12/22/2011 12:53:38.005 553.500 5.693 16.999 12/22/2011 12:53:38.255 553.750 5.691 16.994 12/22/2011 12:53:38.505 554.000 5.694 17.001 12/22/2011 12:53:38.755 554.250 5.694 17.004 12/22/2011 12:53:39.005 554.500 5.695 17.004 12/22/2011 12:53:39.255 554.750 5.691 16.994 12/22/2011 12:53:39.505 555.000 5.690 16.992 12/22/2011 12:53:39.755 555.250 5.691 16.993 12/22/2011 12:53:40.005 555.500 5.692 16.998 12/22/2011 12:53:40.255 555.750 5.695 17.006 12/22/2011 12:53:40.505 556.000 5.692 16.997 12/22/2011 12:53:40.755 556.250 5.692 16.996 12/22/2011 12:53:41.005 556.500 5.693 17.001 12/22/2011 12:53:41.255 556.750 5.692 16.997 12/22/2011 12:53:41.505 557.000 5.690 16.992 12/22/2011 12:53:41.755 557.250 5.693 17.000


12/22/2011 12:51:54.505          450.000                              5.691                            16.994
SM-GW3A Report Date: 1/10/2012 14:35:59 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe Application Version: 5.6.21.0 Log File Properties:
 
12/22/2011 12:51:54.755          450.250                              5.693                            16.999
 
12/22/2011 12:51:55.005          450.500                              5.688                            16.985 12/22/2011 12:51:55.255          450.750                              5.693                            16.999 12/22/2011 12:51:55.505          451.000                              5.690                            16.992
 
12/22/2011 12:51:55.755          451.250                              5.693                            16.999
 
12/22/2011 12:51:56.005          451.500                              5.692                            16.996
 
12/22/2011 12:51:56.255          451.750                              5.691                            16.994
 
12/22/2011 12:51:56.505          452.000                              5.691                            16.993 12/22/2011 12:51:56.755          452.250                              5.694                            17.003 12/22/2011 12:51:57.005          452.500                              5.692                            16.996
 
12/22/2011 12:51:57.255          452.750                              5.690                            16.990
 
12/22/2011 12:51:57.505          453.000                              5.693                            16.999
 
12/22/2011 12:51:57.755          453.250                              5.688                            16.986
 
12/22/2011 12:51:58.005          453.500                              5.694                            17.002 12/22/2011 12:51:58.255          453.750                              5.692                            16.996 12/22/2011 12:51:58.505          454.000                              5.691                            16.995
 
12/22/2011 12:51:58.755          454.250                              5.692                            16.995
 
12/22/2011 12:51:59.005          454.500                              5.692                            16.998 12/22/2011 12:51:59.255          454.750                              5.688                            16.986 12/22/2011 12:51:59.505          455.000                              5.692                            16.996
 
12/22/2011 12:51:59.755          455.250                              5.693                            17.000 12/22/2011 12:52:00.005          455.500                              5.690                            16.990 12/22/2011 12:52:00.255          455.750                              5.694                            17.003
 
12/22/2011 12:52:00.505          456.000                              5.689                            16.989
 
12/22/2011 12:52:00.755          456.250                              5.691                            16.994
 
12/22/2011 12:52:01.005          456.500                              5.692                            16.997 12/22/2011 12:52:01.255          456.750                              5.691                            16.994 12/22/2011 12:52:01.505          457.000                              5.689                            16.989 12/22/2011 12:52:01.755          457.250                              5.691                            16.995
 
12/22/2011 12:52:02.005          457.500                              5.693                            17.000
 
12/22/2011 12:52:02.255          457.750                              5.693                            17.001
 
12/22/2011 12:52:02.505          458.000                              5.692                            16.998
 
12/22/2011 12:52:02.755          458.250                              5.694                            17.003 12/22/2011 12:52:03.005          458.500                              5.691                            16.993 12/22/2011 12:52:03.255          458.750                              5.694                            17.004
 
12/22/2011 12:52:03.505          459.000                              5.693                            17.000
 
12/22/2011 12:52:03.755          459.250                              5.692                            16.996
 
12/22/2011 12:52:04.005          459.500                              5.690                            16.990
 
12/22/2011 12:52:04.255          459.750                              5.693                            17.000 12/22/2011 12:52:04.505          460.000                              5.690                            16.990 12/22/2011 12:52:04.755          460.250                              5.690                            16.992
 
12/22/2011 12:52:05.005          460.500                              5.690                            16.992
 
12/22/2011 12:52:05.255          460.750                              5.690                            16.991
 
12/22/2011 12:52:05.505          461.000                              5.691                            16.993
 
12/22/2011 12:52:05.755          461.250                              5.691                            16.993 12/22/2011 12:52:06.005          461.500                              5.691                            16.995 12/22/2011 12:52:06.255          461.750                              5.693                            16.999
 
12/22/2011 12:52:06.505          462.000                              5.693                            16.999
 
12/22/2011 12:52:06.755          462.250                              5.694                            17.002
 
12/22/2011 12:52:07.005          462.500                              5.694                            17.003
 
12/22/2011 12:52:07.255          462.750                              5.693                            17.000
 
12/22/2011 12:52:07.505          463.000                              5.693                            16.998 12/22/2011 12:52:07.755          463.250                              5.690                            16.992 12/22/2011 12:52:08.005          463.500                              5.691                            16.994
 
12/22/2011 12:52:08.255          463.750                              5.693                            16.999
 
12/22/2011 12:52:08.505          464.000                              5.693                            17.001
 
12/22/2011 12:52:08.755          464.250                              5.693                            17.000
 
12/22/2011 12:52:09.005          464.500                              5.692                            16.996 12/22/2011 12:52:09.255          464.750                              5.693                            17.001 12/22/2011 12:52:09.505          465.000                              5.695                            17.006
 
12/22/2011 12:52:09.755          465.250                              5.692                            16.997
 
12/22/2011 12:52:10.005          465.500                              5.693                            17.001
 
12/22/2011 12:52:10.255          465.750                              5.692                            16.996
 
12/22/2011 12:52:10.505          466.000                              5.693                            16.999 12/22/2011 12:52:10.755          466.250                              5.703                            17.028 12/22/2011 12:52:11.005          466.500                              5.693                            17.000
 
12/22/2011 12:52:11.255          466.750                              5.692                            16.997 12/22/2011 12:52:11.505          467.000                              5.691                            16.993 12/22/2011 12:52:11.755          467.250                              5.691                            16.993
 
12/22/2011 12:52:12.005          467.500                              5.693                            16.999
 
12/22/2011 12:52:12.255          467.750                              5.695                            17.005 12/22/2011 12:52:12.505          468.000                              5.692                            16.998 12/22/2011 12:52:12.755          468.250                              5.694                            17.003
 
12/22/2011 12:52:13.005          468.500                              5.693                            16.999
 
12/22/2011 12:52:13.255          468.750                              5.697                            17.011 12/22/2011 12:52:13.505          469.000                              5.694                            17.003 12/22/2011 12:52:13.755          469.250                              5.692                            16.996 12/22/2011 12:52:14.005          469.500                              5.697                            17.010 12/22/2011 12:52:14.255          469.750                              5.693                            16.999
 
12/22/2011 12:52:14.505          470.000                              5.695                            17.004
 
12/22/2011 12:52:14.755          470.250                              5.694                            17.002
 
12/22/2011 12:52:15.005          470.500                              5.694                            17.003
 
12/22/2011 12:52:15.255          470.750                              5.693                            17.001 12/22/2011 12:52:15.505          471.000                              5.692                            16.998 12/22/2011 12:52:15.755          471.250                              5.688                            16.985
 
12/22/2011 12:52:16.005          471.500                              5.690                            16.990
 
12/22/2011 12:52:16.255          471.750                              5.692                            16.997
 
12/22/2011 12:52:16.505          472.000                              5.692                            16.996
 
12/22/2011 12:52:16.755          472.250                              5.690                            16.991 12/22/2011 12:52:17.005          472.500                              5.693                            17.000 12/22/2011 12:52:17.255          472.750                              5.695                            17.005
 
12/22/2011 12:52:17.505          473.000                              5.694                            17.003
 
12/22/2011 12:52:17.755          473.250                              5.694                            17.003
 
12/22/2011 12:52:18.005          473.500                              5.695                            17.005
 
12/22/2011 12:52:18.255          473.750                              5.690                            16.990 12/22/2011 12:52:18.505          474.000                              5.693                            17.001 12/22/2011 12:52:18.755          474.250                              5.695                            17.005
 
12/22/2011 12:52:19.005          474.500                              5.692                            16.996
 
12/22/2011 12:52:19.255          474.750                              5.694                            17.002 12/22/2011 12:52:19.505          475.000                              5.695                            17.005 12/22/2011 12:52:19.755          475.250                              5.694                            17.002
 
12/22/2011 12:52:20.005          475.500                              5.694                            17.004 12/22/2011 12:52:20.255          475.750                              5.691                            16.993 12/22/2011 12:52:20.505          476.000                              5.689                            16.989
 
12/22/2011 12:52:20.755          476.250                              5.692                            16.997
 
12/22/2011 12:52:21.005          476.500                              5.695                            17.006
 
12/22/2011 12:52:21.255          476.750                              5.694                            17.003 12/22/2011 12:52:21.505          477.000                              5.698                            17.014 12/22/2011 12:52:21.755          477.250                              5.690                            16.992 12/22/2011 12:52:22.005          477.500                              5.693                            16.999
 
12/22/2011 12:52:22.255          477.750                              5.696                            17.010
 
12/22/2011 12:52:22.505          478.000                              5.693                            17.000
 
12/22/2011 12:52:22.755          478.250                              5.692                            16.997
 
12/22/2011 12:52:23.005          478.500                              5.696                            17.007 12/22/2011 12:52:23.255          478.750                              5.695                            17.005 12/22/2011 12:52:23.505          479.000                              5.698                            17.016
 
12/22/2011 12:52:23.755          479.250                              5.695                            17.006
 
12/22/2011 12:52:24.005          479.500                              5.694                            17.002
 
12/22/2011 12:52:24.255          479.750                              5.697                            17.011
 
12/22/2011 12:52:24.505          480.000                              5.694                            17.001 12/22/2011 12:52:24.755          480.250                              5.695                            17.006 12/22/2011 12:52:25.005          480.500                              5.696                            17.008
 
12/22/2011 12:52:25.255          480.750                              5.692                            16.997
 
12/22/2011 12:52:25.505          481.000                              5.697                            17.013
 
12/22/2011 12:52:25.755          481.250                              5.695                            17.005
 
12/22/2011 12:52:26.005          481.500                              5.695                            17.006 12/22/2011 12:52:26.255          481.750                              5.696                            17.009 12/22/2011 12:52:26.505          482.000                              5.691                            16.994
 
12/22/2011 12:52:26.755          482.250                              5.692                            16.998
 
12/22/2011 12:52:27.005          482.500                              5.694                            17.003
 
12/22/2011 12:52:27.255          482.750                              5.698                            17.016
 
12/22/2011 12:52:27.505          483.000                              5.693                            17.001
 
12/22/2011 12:52:27.755          483.250                              5.693                            17.001 12/22/2011 12:52:28.005          483.500                              5.691                            16.995 12/22/2011 12:52:28.255          483.750                              5.691                            16.992
 
12/22/2011 12:52:28.505          484.000                              5.693                            17.000
 
12/22/2011 12:52:28.755          484.250                              5.694                            17.002
 
12/22/2011 12:52:29.005          484.500                              5.692                            16.998
 
12/22/2011 12:52:29.255          484.750                              5.693                            16.999 12/22/2011 12:52:29.505          485.000                              5.692                            16.997 12/22/2011 12:52:29.755          485.250                              5.692                            16.998
 
12/22/2011 12:52:30.005          485.500                              5.695                            17.005
 
12/22/2011 12:52:30.255          485.750                              5.692                            16.998
 
12/22/2011 12:52:30.505          486.000                              5.695                            17.006
 
12/22/2011 12:52:30.755          486.250                              5.692                            16.997 12/22/2011 12:52:31.005          486.500                              5.690                            16.992 12/22/2011 12:52:31.255          486.750                              5.696                            17.010
 
12/22/2011 12:52:31.505          487.000                              5.694                            17.003 12/22/2011 12:52:31.755          487.250                              5.697                            17.011 12/22/2011 12:52:32.005          487.500                              5.704                            17.032
 
12/22/2011 12:52:32.255          487.750                              5.695                            17.006
 
12/22/2011 12:52:32.505          488.000                              5.695                            17.006 12/22/2011 12:52:32.755          488.250                              5.693                            16.999 12/22/2011 12:52:33.005          488.500                              5.692                            16.997
 
12/22/2011 12:52:33.255          488.750                              5.695                            17.005
 
12/22/2011 12:52:33.505          489.000                              5.693                            17.000 12/22/2011 12:52:33.755          489.250                              5.690                            16.992 12/22/2011 12:52:34.005          489.500                              5.696                            17.009 12/22/2011 12:52:34.255          489.750                              5.697                            17.010 12/22/2011 12:52:34.505          490.000                              5.694                            17.004
 
12/22/2011 12:52:34.755          490.250                              5.696                            17.009
 
12/22/2011 12:52:35.005          490.500                              5.696                            17.009
 
12/22/2011 12:52:35.255          490.750                              5.698                            17.015
 
12/22/2011 12:52:35.505          491.000                              5.695                            17.004 12/22/2011 12:52:35.755          491.250                              5.696                            17.008 12/22/2011 12:52:36.005          491.500                              5.695                            17.005
 
12/22/2011 12:52:36.255          491.750                              5.695                            17.005
 
12/22/2011 12:52:36.505          492.000                              5.697                            17.012
 
12/22/2011 12:52:36.755          492.250                              5.694                            17.003
 
12/22/2011 12:52:37.005          492.500                              5.695                            17.006 12/22/2011 12:52:37.255          492.750                              5.693                            16.999 12/22/2011 12:52:37.505          493.000                              5.695                            17.005
 
12/22/2011 12:52:37.755          493.250                              5.693                            17.001
 
12/22/2011 12:52:38.005          493.500                              5.692                            16.998
 
12/22/2011 12:52:38.255          493.750                              5.693                            17.000
 
12/22/2011 12:52:38.505          494.000                              5.693                            16.999 12/22/2011 12:52:38.755          494.250                              5.692                            16.997 12/22/2011 12:52:39.005          494.500                              5.695                            17.005
 
12/22/2011 12:52:39.255          494.750                              5.697                            17.012
 
12/22/2011 12:52:39.505          495.000                              5.694                            17.003 12/22/2011 12:52:39.755          495.250                              5.698                            17.016 12/22/2011 12:52:40.005          495.500                              5.692                            16.998
 
12/22/2011 12:52:40.255          495.750                              5.691                            16.994 12/22/2011 12:52:40.505          496.000                              5.695                            17.005 12/22/2011 12:52:40.755          496.250                              5.692                            16.998
 
12/22/2011 12:52:41.005          496.500                              5.689                            16.989
 
12/22/2011 12:52:41.255          496.750                              5.692                            16.996
 
12/22/2011 12:52:41.505          497.000                              5.692                            16.997 12/22/2011 12:52:41.755          497.250                              5.693                            16.999 12/22/2011 12:52:42.005          497.500                              5.690                            16.991 12/22/2011 12:52:42.255          497.750                              5.693                            16.999
 
12/22/2011 12:52:42.505          498.000                              5.693                            17.001
 
12/22/2011 12:52:42.755          498.250                              5.695                            17.005
 
12/22/2011 12:52:43.005          498.500                              5.697                            17.010
 
12/22/2011 12:52:43.255          498.750                              5.695                            17.007 12/22/2011 12:52:43.505          499.000                              5.695                            17.007 12/22/2011 12:52:43.755          499.250                              5.697                            17.011
 
12/22/2011 12:52:44.005          499.500                              5.694                            17.002
 
12/22/2011 12:52:44.255          499.750                              5.694                            17.003
 
12/22/2011 12:52:44.505          500.000                              5.693                            16.999
 
12/22/2011 12:52:44.755          500.250                              5.697                            17.012 12/22/2011 12:52:45.005          500.500                              5.698                            17.014 12/22/2011 12:52:45.255          500.750                              5.697                            17.010
 
12/22/2011 12:52:45.505          501.000                              5.695                            17.004
 
12/22/2011 12:52:45.755          501.250                              5.696                            17.008
 
12/22/2011 12:52:46.005          501.500                              5.691                            16.994
 
12/22/2011 12:52:46.255          501.750                              5.696                            17.008 12/22/2011 12:52:46.505          502.000                              5.694                            17.002 12/22/2011 12:52:46.755          502.250                              5.692                            16.996
 
12/22/2011 12:52:47.005          502.500                              5.697                            17.011
 
12/22/2011 12:52:47.255          502.750                              5.696                            17.008
 
12/22/2011 12:52:47.505          503.000                              5.697                            17.012
 
12/22/2011 12:52:47.755          503.250                              5.695                            17.006
 
12/22/2011 12:52:48.005          503.500                              5.695                            17.005 12/22/2011 12:52:48.255          503.750                              5.695                            17.006 12/22/2011 12:52:48.505          504.000                              5.694                            17.002
 
12/22/2011 12:52:48.755          504.250                              5.693                            16.999
 
12/22/2011 12:52:49.005          504.500                              5.691                            16.995
 
12/22/2011 12:52:49.255          504.750                              5.693                            17.000
 
12/22/2011 12:52:49.505          505.000                              5.691                            16.992 12/22/2011 12:52:49.755          505.250                              5.691                            16.993 12/22/2011 12:52:50.005          505.500                              5.694                            17.004
 
12/22/2011 12:52:50.255          505.750                              5.696                            17.010
 
12/22/2011 12:52:50.505          506.000                              5.696                            17.008
 
12/22/2011 12:52:50.755          506.250                              5.694                            17.002
 
12/22/2011 12:52:51.005          506.500                              5.694                            17.001 12/22/2011 12:52:51.255          506.750                              5.694                            17.002 12/22/2011 12:52:51.505          507.000                              5.693                            17.001
 
12/22/2011 12:52:51.755          507.250                              5.694                            17.001 12/22/2011 12:52:52.005          507.500                              5.692                            16.997 12/22/2011 12:52:52.255          507.750                              5.693                            17.000
 
12/22/2011 12:52:52.505          508.000                              5.695                            17.005
 
12/22/2011 12:52:52.755          508.250                              5.691                            16.995 12/22/2011 12:52:53.005          508.500                              5.693                            17.001 12/22/2011 12:52:53.255          508.750                              5.707                            17.043
 
12/22/2011 12:52:53.505          509.000                              5.696                            17.010
 
12/22/2011 12:52:53.755          509.250                              5.695                            17.007 12/22/2011 12:52:54.005          509.500                              5.696                            17.009 12/22/2011 12:52:54.255          509.750                              5.693                            17.001 12/22/2011 12:52:54.505          510.000                              5.692                            16.996 12/22/2011 12:52:54.755          510.250                              5.699                            17.017
 
12/22/2011 12:52:55.005          510.500                              5.691                            16.995
 
12/22/2011 12:52:55.255          510.750                              5.695                            17.006
 
12/22/2011 12:52:55.505          511.000                              5.697                            17.012
 
12/22/2011 12:52:55.755          511.250                              5.697                            17.012 12/22/2011 12:52:56.005          511.500                              5.695                            17.006 12/22/2011 12:52:56.255          511.750                              5.698                            17.015
 
12/22/2011 12:52:56.505          512.000                              5.694                            17.004
 
12/22/2011 12:52:56.755          512.250                              5.694                            17.003
 
12/22/2011 12:52:57.005          512.500                              5.694                            17.002
 
12/22/2011 12:52:57.255          512.750                              5.696                            17.009 12/22/2011 12:52:57.505          513.000                              5.694                            17.001 12/22/2011 12:52:57.755          513.250                              5.691                            16.994
 
12/22/2011 12:52:58.005          513.500                              5.696                            17.009
 
12/22/2011 12:52:58.255          513.750                              5.697                            17.012
 
12/22/2011 12:52:58.505          514.000                              5.693                            16.999
 
12/22/2011 12:52:58.755          514.250                              5.695                            17.004 12/22/2011 12:52:59.005          514.500                              5.693                            17.000 12/22/2011 12:52:59.255          514.750                              5.693                            17.000
 
12/22/2011 12:52:59.505          515.000                              5.691                            16.993
 
12/22/2011 12:52:59.755          515.250                              5.695                            17.006 12/22/2011 12:53:00.005          515.500                              5.693                            17.001 12/22/2011 12:53:00.255          515.750                              5.695                            17.004
 
12/22/2011 12:53:00.505          516.000                              5.696                            17.008 12/22/2011 12:53:00.755          516.250                              5.696                            17.009 12/22/2011 12:53:01.005          516.500                              5.695                            17.007
 
12/22/2011 12:53:01.255          516.750                              5.697                            17.011
 
12/22/2011 12:53:01.505          517.000                              5.695                            17.006
 
12/22/2011 12:53:01.755          517.250                              5.695                            17.005 12/22/2011 12:53:02.005          517.500                              5.690                            16.991 12/22/2011 12:53:02.255          517.750                              5.693                            17.001 12/22/2011 12:53:02.505          518.000                              5.695                            17.004
 
12/22/2011 12:53:02.755          518.250                              5.696                            17.007
 
12/22/2011 12:53:03.005          518.500                              5.694                            17.003
 
12/22/2011 12:53:03.255          518.750                              5.695                            17.005
 
12/22/2011 12:53:03.505          519.000                              5.694                            17.004 12/22/2011 12:53:03.755          519.250                              5.696                            17.010 12/22/2011 12:53:04.005          519.500                              5.695                            17.006
 
12/22/2011 12:53:04.255          519.750                              5.695                            17.007
 
12/22/2011 12:53:04.505          520.000                              5.694                            17.004
 
12/22/2011 12:53:04.755          520.250                              5.696                            17.009
 
12/22/2011 12:53:05.005          520.500                              5.694                            17.003 12/22/2011 12:53:05.255          520.750                              5.695                            17.005 12/22/2011 12:53:05.505          521.000                              5.694                            17.004
 
12/22/2011 12:53:05.755          521.250                              5.696                            17.009
 
12/22/2011 12:53:06.005          521.500                              5.695                            17.007
 
12/22/2011 12:53:06.255          521.750                              5.694                            17.003
 
12/22/2011 12:53:06.505          522.000                              5.695                            17.005 12/22/2011 12:53:06.755          522.250                              5.694                            17.002 12/22/2011 12:53:07.005          522.500                              5.693                            17.000
 
12/22/2011 12:53:07.255          522.750                              5.694                            17.003
 
12/22/2011 12:53:07.505          523.000                              5.695                            17.005
 
12/22/2011 12:53:07.755          523.250                              5.694                            17.001
 
12/22/2011 12:53:08.005          523.500                              5.696                            17.009
 
12/22/2011 12:53:08.255          523.750                              5.695                            17.005 12/22/2011 12:53:08.505          524.000                              5.694                            17.002 12/22/2011 12:53:08.755          524.250                              5.696                            17.010
 
12/22/2011 12:53:09.005          524.500                              5.691                            16.994
 
12/22/2011 12:53:09.255          524.750                              5.692                            16.996
 
12/22/2011 12:53:09.505          525.000                              5.694                            17.002
 
12/22/2011 12:53:09.755          525.250                              5.695                            17.005 12/22/2011 12:53:10.005          525.500                              5.692                            16.998 12/22/2011 12:53:10.255          525.750                              5.694                            17.002
 
12/22/2011 12:53:10.505          526.000                              5.691                            16.993
 
12/22/2011 12:53:10.755          526.250                              5.693                            17.001
 
12/22/2011 12:53:11.005          526.500                              5.692                            16.998
 
12/22/2011 12:53:11.255          526.750                              5.695                            17.005 12/22/2011 12:53:11.505          527.000                              5.692                            16.997 12/22/2011 12:53:11.755          527.250                              5.691                            16.994
 
12/22/2011 12:53:12.005          527.500                              5.692                            16.996 12/22/2011 12:53:12.255          527.750                              5.693                            17.001 12/22/2011 12:53:12.505          528.000                              5.694                            17.004
 
12/22/2011 12:53:12.755          528.250                              5.696                            17.010
 
12/22/2011 12:53:13.005          528.500                              5.690                            16.990 12/22/2011 12:53:13.255          528.750                              5.692                            16.996 12/22/2011 12:53:13.505          529.000                              5.693                            16.998
 
12/22/2011 12:53:13.755          529.250                              5.693                            16.998
 
12/22/2011 12:53:14.005          529.500                              5.696                            17.008 12/22/2011 12:53:14.255          529.750                              5.690                            16.990 12/22/2011 12:53:14.505          530.000                              5.705                            17.037 12/22/2011 12:53:14.755          530.250                              5.697                            17.011 12/22/2011 12:53:15.005          530.500                              5.694                            17.004
 
12/22/2011 12:53:15.255          530.750                              5.692                            16.996
 
12/22/2011 12:53:15.505          531.000                              5.691                            16.994
 
12/22/2011 12:53:15.755          531.250                              5.695                            17.007
 
12/22/2011 12:53:16.005          531.500                              5.696                            17.007 12/22/2011 12:53:16.255          531.750                              5.694                            17.002 12/22/2011 12:53:16.505          532.000                              5.695                            17.005
 
12/22/2011 12:53:16.755          532.250                              5.693                            17.001
 
12/22/2011 12:53:17.005          532.500                              5.689                            16.989
 
12/22/2011 12:53:17.255          532.750                              5.693                            16.999
 
12/22/2011 12:53:17.505          533.000                              5.697                            17.011 12/22/2011 12:53:17.755          533.250                              5.694                            17.003 12/22/2011 12:53:18.005          533.500                              5.693                            17.001
 
12/22/2011 12:53:18.255          533.750                              5.694                            17.003
 
12/22/2011 12:53:18.505          534.000                              5.692                            16.996
 
12/22/2011 12:53:18.755          534.250                              5.692                            16.998
 
12/22/2011 12:53:19.005          534.500                              5.691                            16.993 12/22/2011 12:53:19.255          534.750                              5.692                            16.998 12/22/2011 12:53:19.505          535.000                              5.694                            17.002
 
12/22/2011 12:53:19.755          535.250                              5.692                            16.998
 
12/22/2011 12:53:20.005          535.500                              5.691                            16.994 12/22/2011 12:53:20.255          535.750                              5.691                            16.993 12/22/2011 12:53:20.505          536.000                              5.692                            16.996
 
12/22/2011 12:53:20.755          536.250                              5.693                            17.000 12/22/2011 12:53:21.005          536.500                              5.693                            17.001 12/22/2011 12:53:21.255          536.750                              5.693                            17.001
 
12/22/2011 12:53:21.505          537.000                              5.693                            16.999
 
12/22/2011 12:53:21.755          537.250                              5.691                            16.993
 
12/22/2011 12:53:22.005          537.500                              5.693                            17.001 12/22/2011 12:53:22.255          537.750                              5.691                            16.993 12/22/2011 12:53:22.505          538.000                              5.694                            17.003 12/22/2011 12:53:22.755          538.250                              5.692                            16.996
 
12/22/2011 12:53:23.005          538.500                              5.692                            16.996
 
12/22/2011 12:53:23.255          538.750                              5.695                            17.005
 
12/22/2011 12:53:23.505          539.000                              5.694                            17.002
 
12/22/2011 12:53:23.755          539.250                              5.693                            16.999 12/22/2011 12:53:24.005          539.500                              5.694                            17.003 12/22/2011 12:53:24.255          539.750                              5.694                            17.003
 
12/22/2011 12:53:24.505          540.000                              5.695                            17.007
 
12/22/2011 12:53:24.755          540.250                              5.694                            17.004
 
12/22/2011 12:53:25.005          540.500                              5.696                            17.009
 
12/22/2011 12:53:25.255          540.750                              5.695                            17.005 12/22/2011 12:53:25.505          541.000                              5.695                            17.005 12/22/2011 12:53:25.755          541.250                              5.696                            17.007
 
12/22/2011 12:53:26.005          541.500                              5.695                            17.005
 
12/22/2011 12:53:26.255          541.750                              5.694                            17.002
 
12/22/2011 12:53:26.505          542.000                              5.695                            17.006
 
12/22/2011 12:53:26.755          542.250                              5.693                            16.999 12/22/2011 12:53:27.005          542.500                              5.695                            17.005 12/22/2011 12:53:27.255          542.750                              5.692                            16.997
 
12/22/2011 12:53:27.505          543.000                              5.696                            17.008
 
12/22/2011 12:53:27.755          543.250                              5.696                            17.010
 
12/22/2011 12:53:28.005          543.500                              5.694                            17.003
 
12/22/2011 12:53:28.255          543.750                              5.693                            16.999
 
12/22/2011 12:53:28.505          544.000                              5.691                            16.993 12/22/2011 12:53:28.755          544.250                              5.694                            17.002 12/22/2011 12:53:29.005          544.500                              5.694                            17.002
 
12/22/2011 12:53:29.255          544.750                              5.693                            17.001
 
12/22/2011 12:53:29.505          545.000                              5.693                            17.001
 
12/22/2011 12:53:29.755          545.250                              5.693                            17.000
 
12/22/2011 12:53:30.005          545.500                              5.693                            17.000 12/22/2011 12:53:30.255          545.750                              5.694                            17.003 12/22/2011 12:53:30.505          546.000                              5.694                            17.003
 
12/22/2011 12:53:30.755          546.250                              5.691                            16.993
 
12/22/2011 12:53:31.005          546.500                              5.693                            17.000
 
12/22/2011 12:53:31.255          546.750                              5.695                            17.005
 
12/22/2011 12:53:31.505          547.000                              5.692                            16.997 12/22/2011 12:53:31.755          547.250                              5.693                            16.999 12/22/2011 12:53:32.005          547.500                              5.691                            16.995
 
12/22/2011 12:53:32.255          547.750                              5.693                            16.999 12/22/2011 12:53:32.505          548.000                              5.693                            17.000 12/22/2011 12:53:32.755          548.250                              5.691                            16.993
 
12/22/2011 12:53:33.005          548.500                              5.693                            17.001
 
12/22/2011 12:53:33.255          548.750                              5.690                            16.992 12/22/2011 12:53:33.505          549.000                              5.694                            17.003 12/22/2011 12:53:33.755          549.250                              5.693                            16.999
 
12/22/2011 12:53:34.005          549.500                              5.691                            16.994
 
12/22/2011 12:53:34.255          549.750                              5.692                            16.998 12/22/2011 12:53:34.505          550.000                              5.696                            17.008 12/22/2011 12:53:34.755          550.250                              5.696                            17.010 12/22/2011 12:53:35.017          550.512                              5.692                            16.998 12/22/2011 12:53:35.255          550.750                              5.694                            17.002
 
12/22/2011 12:53:35.505          551.000                              5.688                            16.985
 
12/22/2011 12:53:35.755          551.250                              5.691                            16.995
 
12/22/2011 12:53:36.012          551.507                              5.694                            17.004
 
12/22/2011 12:53:36.255          551.750                              5.695                            17.007 12/22/2011 12:53:36.505          552.000                              5.693                            16.999 12/22/2011 12:53:36.755          552.250                              5.692                            16.997
 
12/22/2011 12:53:37.005          552.500                              5.693                            17.001
 
12/22/2011 12:53:37.255          552.750                              5.694                            17.003
 
12/22/2011 12:53:37.505          553.000                              5.690                            16.991
 
12/22/2011 12:53:37.755          553.250                              5.692                            16.997 12/22/2011 12:53:38.005          553.500                              5.693                            16.999 12/22/2011 12:53:38.255          553.750                              5.691                            16.994
 
12/22/2011 12:53:38.505          554.000                              5.694                            17.001
 
12/22/2011 12:53:38.755          554.250                              5.694                            17.004
 
12/22/2011 12:53:39.005          554.500                              5.695                            17.004
 
12/22/2011 12:53:39.255          554.750                              5.691                            16.994 12/22/2011 12:53:39.505          555.000                              5.690                            16.992 12/22/2011 12:53:39.755          555.250                              5.691                            16.993
 
12/22/2011 12:53:40.005          555.500                              5.692                            16.998
 
12/22/2011 12:53:40.255          555.750                              5.695                            17.006 12/22/2011 12:53:40.505          556.000                              5.692                            16.997 12/22/2011 12:53:40.755          556.250                              5.692                            16.996
 
12/22/2011 12:53:41.005          556.500                              5.693                            17.001 12/22/2011 12:53:41.255          556.750                              5.692                            16.997 12/22/2011 12:53:41.505          557.000                              5.690                            16.992
 
12/22/2011 12:53:41.755          557.250                              5.693                            17.000 SM-GW3AReport Date: 1/10/2012 14:35:59 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe  
 
Application Version: 5.6.21.0 Log File Properties:
File Name: MW-3.wsl Create Date: 12/22/2011 12:17:37 Device Properties:
File Name: MW-3.wsl Create Date: 12/22/2011 12:17:37 Device Properties:
Device: Level TROLL 700  
Device: Level TROLL 700 Site: Shine MW-2 Device Name:
 
Serial Number: 135443 Firmware Version: 2.07 Hardware Version: 3 Device Address: 1 Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)
Site: Shine MW-2 Device Name:
Used Memory(%): 92 Used Battery(%): 20 Log Configuration Log Name: MW-2 Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe Application Version: 5.6.21.0 Create Date: 12/22/2011 12:11:54 Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096 Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 5.36596 (ft)
Serial Number: 135443  
Head Pressure: 16.0232 (kPa)
 
Firmware Version: 2.07  
 
Hardware Version: 3  
 
Device Address: 1  
 
Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)
Used Memory(%): 92 Used Battery(%): 20 Log Configuration Log Name: MW-2  
 
Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe  
 
Application Version: 5.6.21.0  
 
Create Date: 12/22/2011 12:11:54 Pacific Standard Time  
 
Log Setup Time Zone: Central Standard Time  
 
Notes Size(bytes): 4096  
 
Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time  
 
Type: Fast Linear  
 
Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth  
 
Specific Gravity: 0.999 Other Log Settings Depth of Probe: 5.36596 (ft)  
 
Head Pressure: 16.0232 (kPa)  
 
Temperature: 10.0007 (C)
Temperature: 10.0007 (C)
______________________________________________________________________________________________________________
Log Notes:
Log Notes:  
Date and Time Note 12/22/2011 12:12:00 Sensor SN: 135443 Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 12:12:00 Used Battery: 20% Used Memory: 93% User Name: SHeuer 12/22/2011 12:12:43 Manual Start Command 12/22/2011 12:16:46 Used Battery: 20% Used Memory: 93% User Name: SHeuer 12/22/2011 12:16:47 Manual Stop Command Log Data:
Record Count: 974 Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)
Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft Sensor: Pres(G) 69ft Elapsed Time SN#: 135443 SN#: 135443 Date and Time Seconds Depth (ft) Pressure (kPa) 12/22/2011 12:12:43.841 0.000 5.377 16.057 12/22/2011 12:12:44.092 0.251 5.376 16.053 12/22/2011 12:12:44.342 0.501 5.375 16.049 12/22/2011 12:12:44.592 0.751 5.377 16.055 12/22/2011 12:12:44.842 1.001 5.375 16.051


Date and Time                Note
12/22/2011 12:12:45.092 1.251 5.375 16.051 12/22/2011 12:12:45.342 1.501 5.376 16.054 12/22/2011 12:12:45.592 1.751 5.373 16.044 12/22/2011 12:12:45.842 2.001 5.374 16.047 12/22/2011 12:12:46.092 2.251 5.376 16.052 12/22/2011 12:12:46.342 2.501 5.375 16.051 12/22/2011 12:12:46.592 2.751 5.614 16.765 12/22/2011 12:12:46.842 3.001 5.834 17.421 12/22/2011 12:12:47.092 3.251 5.454 16.286 12/22/2011 12:12:47.342 3.501 5.389 16.091 12/22/2011 12:12:47.592 3.751 5.364 16.018 12/22/2011 12:12:47.842 4.001 5.389 16.093 12/22/2011 12:12:48.092 4.251 5.389 16.093 12/22/2011 12:12:48.342 4.501 5.396 16.113 12/22/2011 12:12:48.592 4.751 5.386 16.084 12/22/2011 12:12:48.842 5.001 5.380 16.065 12/22/2011 12:12:49.250 5.409 5.381 16.068 12/22/2011 12:12:49.469 5.628 5.381 16.068 12/22/2011 12:12:49.687 5.846 5.379 16.061 12/22/2011 12:12:49.906 6.065 5.378 16.058 12/22/2011 12:12:50.124 6.283 5.384 16.077 12/22/2011 12:12:50.343 6.502 5.382 16.070 12/22/2011 12:12:50.592 6.751 5.381 16.067 12/22/2011 12:12:50.842 7.001 5.382 16.071 12/22/2011 12:12:51.092 7.251 5.381 16.069 12/22/2011 12:12:51.342 7.501 5.379 16.062 12/22/2011 12:12:51.592 7.751 5.380 16.065 12/22/2011 12:12:51.842 8.001 5.378 16.060 12/22/2011 12:12:52.092 8.251 5.379 16.062 12/22/2011 12:12:52.342 8.501 5.376 16.052 12/22/2011 12:12:52.592 8.751 5.377 16.056 12/22/2011 12:12:52.842 9.001 5.378 16.058 12/22/2011 12:12:53.092 9.251 5.376 16.054 12/22/2011 12:12:53.342 9.501 5.378 16.058 12/22/2011 12:12:53.592 9.751 5.377 16.055 12/22/2011 12:12:53.842 10.001 5.376 16.053 12/22/2011 12:12:54.092 10.251 5.378 16.058 12/22/2011 12:12:54.342 10.501 5.375 16.051 12/22/2011 12:12:54.592 10.751 5.378 16.059 12/22/2011 12:12:54.842 11.001 5.375 16.051 12/22/2011 12:12:55.092 11.251 5.377 16.057 12/22/2011 12:12:55.342 11.501 5.376 16.055 12/22/2011 12:12:55.592 11.751 5.376 16.052 12/22/2011 12:12:55.842 12.001 5.378 16.058 12/22/2011 12:12:56.092 12.251 5.377 16.057 12/22/2011 12:12:56.342 12.501 5.376 16.052 12/22/2011 12:12:56.592 12.751 5.374 16.047 12/22/2011 12:12:56.842 13.001 5.376 16.053 12/22/2011 12:12:57.092 13.251 5.378 16.059 12/22/2011 12:12:57.342 13.501 5.377 16.055 12/22/2011 12:12:57.592 13.751 5.373 16.044 12/22/2011 12:12:57.842 14.001 5.375 16.050 12/22/2011 12:12:58.092 14.251 5.372 16.042 12/22/2011 12:12:58.342 14.501 5.375 16.050 12/22/2011 12:12:58.592 14.751 5.376 16.052 12/22/2011 12:12:58.842 15.001 5.375 16.050 12/22/2011 12:12:59.092 15.251 5.371 16.039 12/22/2011 12:12:59.342 15.501 5.374 16.046 12/22/2011 12:12:59.592 15.751 5.376 16.053 12/22/2011 12:12:59.842 16.001 5.375 16.049 12/22/2011 12:13:00.092 16.251 5.373 16.044 12/22/2011 12:13:00.342 16.501 5.375 16.050 12/22/2011 12:13:00.592 16.751 5.374 16.048 12/22/2011 12:13:00.842 17.001 5.374 16.046 12/22/2011 12:13:01.092 17.251 5.372 16.042 12/22/2011 12:13:01.342 17.501 5.374 16.047 12/22/2011 12:13:01.592 17.751 5.372 16.041 12/22/2011 12:13:01.842 18.001 5.372 16.041 12/22/2011 12:13:02.092 18.251 5.376 16.052 12/22/2011 12:13:02.342 18.501 5.371 16.039 12/22/2011 12:13:02.592 18.751 5.374 16.046 12/22/2011 12:13:02.842 19.001 5.374 16.047 12/22/2011 12:13:03.092 19.251 5.373 16.044 12/22/2011 12:13:03.342 19.501 5.374 16.048 12/22/2011 12:13:03.592 19.751 5.374 16.046 12/22/2011 12:13:03.842 20.001 5.375 16.049 12/22/2011 12:13:04.092 20.251 5.371 16.037 12/22/2011 12:13:04.342 20.501 5.373 16.044 12/22/2011 12:13:04.592 20.751 5.372 16.040 12/22/2011 12:13:04.842 21.001 5.372 16.041 12/22/2011 12:13:05.092 21.251 5.373 16.043


------------------------    ---------------------------------------------------------------------------------
12/22/2011 12:13:05.342 21.501 5.371 16.037 12/22/2011 12:13:05.592 21.751 5.371 16.038 12/22/2011 12:13:05.842 22.001 5.373 16.044 12/22/2011 12:13:06.092 22.251 5.371 16.039 12/22/2011 12:13:06.342 22.501 5.372 16.041 12/22/2011 12:13:06.592 22.751 5.373 16.044 12/22/2011 12:13:06.842 23.001 5.373 16.043 12/22/2011 12:13:07.092 23.251 5.369 16.033 12/22/2011 12:13:07.342 23.501 5.371 16.037 12/22/2011 12:13:07.592 23.751 5.374 16.046 12/22/2011 12:13:07.842 24.001 5.372 16.040 12/22/2011 12:13:08.092 24.251 5.373 16.046 12/22/2011 12:13:08.342 24.501 5.373 16.045 12/22/2011 12:13:08.592 24.751 5.373 16.046 12/22/2011 12:13:08.842 25.001 5.371 16.038 12/22/2011 12:13:09.092 25.251 5.373 16.045 12/22/2011 12:13:09.342 25.501 5.373 16.044 12/22/2011 12:13:09.592 25.751 5.373 16.045 12/22/2011 12:13:09.842 26.001 5.371 16.037 12/22/2011 12:13:10.092 26.251 5.369 16.032 12/22/2011 12:13:10.342 26.501 5.372 16.041 12/22/2011 12:13:10.592 26.751 5.370 16.035 12/22/2011 12:13:10.842 27.001 5.370 16.035 12/22/2011 12:13:11.092 27.251 5.375 16.050 12/22/2011 12:13:11.342 27.501 5.373 16.044 12/22/2011 12:13:11.592 27.751 5.370 16.034 12/22/2011 12:13:11.842 28.001 5.373 16.044 12/22/2011 12:13:12.092 28.251 5.368 16.031 12/22/2011 12:13:12.342 28.501 5.369 16.033 12/22/2011 12:13:12.592 28.751 5.369 16.033 12/22/2011 12:13:12.842 29.001 5.372 16.042 12/22/2011 12:13:13.092 29.251 5.372 16.040 12/22/2011 12:13:13.342 29.501 5.373 16.045 12/22/2011 12:13:13.592 29.751 5.371 16.037 12/22/2011 12:13:13.842 30.001 5.369 16.031 12/22/2011 12:13:14.092 30.251 5.372 16.042 12/22/2011 12:13:14.342 30.501 5.372 16.042 12/22/2011 12:13:14.592 30.751 5.373 16.044 12/22/2011 12:13:14.842 31.001 5.368 16.029 12/22/2011 12:13:15.092 31.251 5.371 16.038 12/22/2011 12:13:15.342 31.501 5.373 16.044 12/22/2011 12:13:15.592 31.751 5.372 16.042 12/22/2011 12:13:15.842 32.001 5.371 16.039 12/22/2011 12:13:16.092 32.251 5.372 16.041 12/22/2011 12:13:16.342 32.501 5.371 16.037 12/22/2011 12:13:16.592 32.751 5.372 16.042 12/22/2011 12:13:16.842 33.001 5.374 16.046 12/22/2011 12:13:17.092 33.251 5.369 16.033 12/22/2011 12:13:17.342 33.501 5.373 16.044 12/22/2011 12:13:17.592 33.751 5.372 16.041 12/22/2011 12:13:17.842 34.001 5.374 16.047 12/22/2011 12:13:18.092 34.251 5.368 16.030 12/22/2011 12:13:18.342 34.501 5.371 16.040 12/22/2011 12:13:18.592 34.751 5.371 16.039 12/22/2011 12:13:18.842 35.001 5.370 16.034 12/22/2011 12:13:19.092 35.251 5.370 16.034 12/22/2011 12:13:19.342 35.501 5.371 16.039 12/22/2011 12:13:19.592 35.751 5.371 16.037 12/22/2011 12:13:19.842 36.001 5.372 16.040 12/22/2011 12:13:20.092 36.251 5.373 16.044 12/22/2011 12:13:20.342 36.501 5.371 16.039 12/22/2011 12:13:20.592 36.751 5.371 16.038 12/22/2011 12:13:20.842 37.001 5.371 16.038 12/22/2011 12:13:21.092 37.251 5.372 16.042 12/22/2011 12:13:21.342 37.501 5.371 16.038 12/22/2011 12:13:21.592 37.751 5.369 16.032 12/22/2011 12:13:21.842 38.001 5.372 16.040 12/22/2011 12:13:22.092 38.251 5.369 16.032 12/22/2011 12:13:22.342 38.501 5.367 16.027 12/22/2011 12:13:22.592 38.751 5.370 16.036 12/22/2011 12:13:22.842 39.001 5.372 16.043 12/22/2011 12:13:23.092 39.251 5.371 16.039 12/22/2011 12:13:23.342 39.501 5.369 16.031 12/22/2011 12:13:23.592 39.751 5.371 16.039 12/22/2011 12:13:23.842 40.001 5.370 16.036 12/22/2011 12:13:24.092 40.251 5.367 16.027 12/22/2011 12:13:24.342 40.501 5.371 16.040 12/22/2011 12:13:24.592 40.751 5.368 16.029 12/22/2011 12:13:24.842 41.001 5.371 16.039 12/22/2011 12:13:25.092 41.251 5.369 16.033 12/22/2011 12:13:25.342 41.501 5.370 16.034


12/22/2011 12:12:00          Sensor SN: 135443  Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 12:12:00          Used Battery: 20% Used Memory: 93%  User Name: SHeuer 12/22/2011 12:12:43         Manual Start Command
12/22/2011 12:13:25.592 41.751 5.368 16.028 12/22/2011 12:13:25.842 42.001 5.370 16.035 12/22/2011 12:13:26.092 42.251 5.372 16.041 12/22/2011 12:13:26.342 42.501 5.370 16.034 12/22/2011 12:13:26.592 42.751 5.368 16.030 12/22/2011 12:13:26.842 43.001 5.370 16.036 12/22/2011 12:13:27.092 43.251 5.372 16.040 12/22/2011 12:13:27.342 43.501 5.370 16.035 12/22/2011 12:13:27.592 43.751 5.368 16.028 12/22/2011 12:13:28.810 44.969 5.374 16.048 12/22/2011 12:13:29.030 45.189 5.373 16.044 12/22/2011 12:13:29.249 45.408 5.372 16.040 12/22/2011 12:13:29.469 45.628 5.374 16.047 12/22/2011 12:13:29.688 45.847 5.372 16.042 12/22/2011 12:13:29.908 46.067 5.370 16.034 12/22/2011 12:13:30.127 46.286 5.371 16.039 12/22/2011 12:13:30.347 46.506 5.374 16.047 12/22/2011 12:13:30.566 46.725 5.371 16.039 12/22/2011 12:13:30.784 46.943 5.371 16.040 12/22/2011 12:13:31.004 47.163 5.373 16.046 12/22/2011 12:13:31.223 47.382 5.368 16.028 12/22/2011 12:13:31.442 47.601 5.368 16.029 12/22/2011 12:13:31.660 47.819 5.373 16.045 12/22/2011 12:13:31.879 48.038 5.369 16.034 12/22/2011 12:13:32.099 48.258 5.369 16.031 12/22/2011 12:13:32.317 48.476 5.372 16.040 12/22/2011 12:13:32.536 48.695 5.370 16.034 12/22/2011 12:13:32.755 48.914 5.368 16.029 12/22/2011 12:13:32.974 49.133 5.369 16.034 12/22/2011 12:13:33.193 49.352 5.371 16.039 12/22/2011 12:13:33.411 49.570 5.373 16.043 12/22/2011 12:13:33.630 49.789 5.371 16.039 12/22/2011 12:13:33.848 50.007 5.370 16.035 12/22/2011 12:13:34.066 50.225 5.369 16.033 12/22/2011 12:13:34.285 50.444 5.372 16.040 12/22/2011 12:13:34.503 50.662 5.369 16.033 12/22/2011 12:13:34.722 50.881 5.367 16.028 12/22/2011 12:13:34.940 51.099 5.371 16.037 12/22/2011 12:13:35.159 51.318 5.373 16.044 12/22/2011 12:13:35.378 51.537 5.369 16.033 12/22/2011 12:13:35.597 51.756 5.371 16.037 12/22/2011 12:13:35.842 52.001 5.368 16.029 12/22/2011 12:13:36.092 52.251 5.367 16.025 12/22/2011 12:13:36.342 52.501 5.367 16.027 12/22/2011 12:13:36.592 52.751 5.371 16.037 12/22/2011 12:13:36.842 53.001 5.369 16.033 12/22/2011 12:13:37.092 53.251 5.370 16.034 12/22/2011 12:13:37.342 53.501 5.370 16.034 12/22/2011 12:13:37.592 53.751 5.370 16.036 12/22/2011 12:13:37.842 54.001 5.370 16.034 12/22/2011 12:13:38.092 54.251 5.369 16.033 12/22/2011 12:13:38.342 54.501 5.370 16.035 12/22/2011 12:13:38.592 54.751 5.370 16.035 12/22/2011 12:13:38.842 55.001 5.371 16.038 12/22/2011 12:13:39.092 55.251 5.373 16.044 12/22/2011 12:13:39.342 55.501 5.371 16.037 12/22/2011 12:13:39.592 55.751 5.108 15.252 12/22/2011 12:13:39.842 56.001 5.248 15.671 12/22/2011 12:13:40.092 56.251 5.373 16.046 12/22/2011 12:13:40.342 56.501 5.316 15.874 12/22/2011 12:13:40.592 56.751 5.158 15.402 12/22/2011 12:13:40.842 57.001 5.212 15.564 12/22/2011 12:13:41.092 57.251 5.272 15.741 12/22/2011 12:13:41.342 57.501 5.306 15.843 12/22/2011 12:13:41.592 57.751 5.325 15.900 12/22/2011 12:13:41.842 58.001 5.335 15.932 12/22/2011 12:13:42.092 58.251 5.343 15.955 12/22/2011 12:13:42.342 58.501 5.352 15.981 12/22/2011 12:13:42.592 58.751 5.353 15.985 12/22/2011 12:13:42.842 59.001 5.358 16.000 12/22/2011 12:13:43.092 59.251 5.360 16.006 12/22/2011 12:13:43.342 59.501 5.360 16.006 12/22/2011 12:13:43.592 59.751 5.362 16.011 12/22/2011 12:13:43.842 60.001 5.360 16.005 12/22/2011 12:13:44.092 60.251 5.363 16.013 12/22/2011 12:13:44.342 60.501 5.364 16.018 12/22/2011 12:13:44.592 60.751 5.365 16.021 12/22/2011 12:13:44.842 61.001 5.367 16.027 12/22/2011 12:13:45.092 61.251 5.364 16.018 12/22/2011 12:13:45.342 61.501 5.365 16.020 12/22/2011 12:13:45.592 61.751 5.363 16.015


12/22/2011 12:16:46         Used Battery: 20% Used Memory: 93%  User Name: SHeuer
12/22/2011 12:13:45.842 62.001 5.367 16.025 12/22/2011 12:13:46.092 62.251 5.366 16.024 12/22/2011 12:13:46.342 62.501 5.370 16.034 12/22/2011 12:13:46.592 62.751 5.368 16.029 12/22/2011 12:13:46.842 63.001 5.368 16.029 12/22/2011 12:13:47.092 63.251 5.369 16.032 12/22/2011 12:13:47.342 63.501 5.366 16.024 12/22/2011 12:13:47.592 63.751 5.368 16.029 12/22/2011 12:13:47.842 64.001 5.370 16.035 12/22/2011 12:13:48.092 64.251 5.367 16.025 12/22/2011 12:13:48.342 64.501 5.370 16.036 12/22/2011 12:13:48.592 64.751 5.370 16.034 12/22/2011 12:13:48.842 65.001 5.365 16.021 12/22/2011 12:13:49.092 65.251 5.370 16.035 12/22/2011 12:13:49.342 65.501 5.369 16.032 12/22/2011 12:13:49.592 65.751 5.370 16.036 12/22/2011 12:13:49.842 66.001 5.367 16.025 12/22/2011 12:13:50.092 66.251 5.369 16.033 12/22/2011 12:13:50.342 66.501 5.369 16.032 12/22/2011 12:13:50.592 66.751 5.369 16.031 12/22/2011 12:13:50.842 67.001 5.366 16.024 12/22/2011 12:13:51.092 67.251 5.366 16.023 12/22/2011 12:13:51.342 67.501 5.372 16.040 12/22/2011 12:13:51.592 67.751 5.371 16.037 12/22/2011 12:13:51.842 68.001 5.367 16.027 12/22/2011 12:13:52.092 68.251 5.369 16.033 12/22/2011 12:13:52.342 68.501 5.369 16.033 12/22/2011 12:13:52.592 68.751 5.370 16.034 12/22/2011 12:13:52.842 69.001 5.372 16.042 12/22/2011 12:13:53.092 69.251 5.369 16.031 12/22/2011 12:13:53.342 69.501 5.369 16.032 12/22/2011 12:13:53.592 69.751 5.370 16.035 12/22/2011 12:13:53.842 70.001 5.371 16.037 12/22/2011 12:13:54.092 70.251 5.367 16.028 12/22/2011 12:13:54.342 70.501 5.368 16.029 12/22/2011 12:13:54.592 70.751 5.368 16.030 12/22/2011 12:13:54.842 71.001 5.369 16.032 12/22/2011 12:13:55.092 71.251 5.370 16.035 12/22/2011 12:13:55.342 71.501 5.371 16.037 12/22/2011 12:13:55.592 71.751 5.369 16.031 12/22/2011 12:13:55.842 72.001 5.372 16.041 12/22/2011 12:13:56.092 72.251 5.369 16.033 12/22/2011 12:13:56.342 72.501 5.369 16.033 12/22/2011 12:13:56.592 72.751 5.373 16.044 12/22/2011 12:13:56.842 73.001 5.370 16.034 12/22/2011 12:13:57.092 73.251 5.372 16.042 12/22/2011 12:13:57.342 73.501 5.371 16.039 12/22/2011 12:13:57.592 73.751 5.368 16.028 12/22/2011 12:13:57.842 74.001 5.368 16.029 12/22/2011 12:13:58.092 74.251 5.366 16.023 12/22/2011 12:13:58.342 74.501 5.371 16.039 12/22/2011 12:13:58.592 74.751 5.368 16.029 12/22/2011 12:13:58.842 75.001 5.369 16.033 12/22/2011 12:13:59.092 75.251 5.371 16.039 12/22/2011 12:13:59.342 75.501 5.365 16.022 12/22/2011 12:13:59.592 75.751 5.368 16.029 12/22/2011 12:13:59.842 76.001 5.372 16.040 12/22/2011 12:14:00.092 76.251 5.369 16.032 12/22/2011 12:14:00.342 76.501 5.370 16.035 12/22/2011 12:14:00.592 76.751 5.371 16.038 12/22/2011 12:14:00.842 77.001 5.373 16.045 12/22/2011 12:14:01.092 77.251 5.371 16.037 12/22/2011 12:14:01.342 77.501 5.370 16.036 12/22/2011 12:14:01.592 77.751 5.366 16.024 12/22/2011 12:14:01.842 78.001 5.368 16.029 12/22/2011 12:14:02.092 78.251 5.369 16.033 12/22/2011 12:14:02.342 78.501 5.371 16.038 12/22/2011 12:14:02.592 78.751 5.368 16.028 12/22/2011 12:14:02.842 79.001 5.371 16.037 12/22/2011 12:14:03.092 79.251 5.373 16.043 12/22/2011 12:14:03.342 79.501 5.371 16.039 12/22/2011 12:14:03.592 79.751 5.370 16.035 12/22/2011 12:14:03.842 80.001 5.369 16.031 12/22/2011 12:14:04.092 80.251 5.368 16.028 12/22/2011 12:14:04.342 80.501 5.371 16.037 12/22/2011 12:14:04.592 80.751 5.369 16.032 12/22/2011 12:14:04.842 81.001 5.370 16.035 12/22/2011 12:14:05.092 81.251 5.368 16.029 12/22/2011 12:14:05.342 81.501 5.366 16.022 12/22/2011 12:14:05.592 81.751 5.372 16.041 12/22/2011 12:14:05.842 82.001 5.371 16.037


12/22/2011 12:16:47          Manual Stop Command
12/22/2011 12:14:06.092 82.251 5.367 16.026 12/22/2011 12:14:06.342 82.501 5.366 16.025 12/22/2011 12:14:06.592 82.751 5.372 16.041 12/22/2011 12:14:06.842 83.001 5.370 16.035 12/22/2011 12:14:07.092 83.251 5.369 16.031 12/22/2011 12:14:07.342 83.501 5.372 16.041 12/22/2011 12:14:07.592 83.751 5.368 16.029 12/22/2011 12:14:07.842 84.001 5.371 16.037 12/22/2011 12:14:08.092 84.251 5.370 16.035 12/22/2011 12:14:08.342 84.501 5.367 16.026 12/22/2011 12:14:08.592 84.751 5.367 16.027 12/22/2011 12:14:08.842 85.001 5.367 16.027 12/22/2011 12:14:09.092 85.251 5.370 16.035 12/22/2011 12:14:09.342 85.501 5.368 16.028 12/22/2011 12:14:09.592 85.751 5.369 16.033 12/22/2011 12:14:09.842 86.001 5.367 16.027 12/22/2011 12:14:10.092 86.251 5.369 16.032 12/22/2011 12:14:10.342 86.501 5.372 16.041 12/22/2011 12:14:10.592 86.751 5.368 16.028 12/22/2011 12:14:10.842 87.001 5.371 16.037 12/22/2011 12:14:11.092 87.251 5.370 16.036 12/22/2011 12:14:11.342 87.501 5.370 16.036 12/22/2011 12:14:11.592 87.751 5.367 16.025 12/22/2011 12:14:11.842 88.001 5.369 16.031 12/22/2011 12:14:12.092 88.251 5.370 16.036 12/22/2011 12:14:12.342 88.501 5.369 16.032 12/22/2011 12:14:12.592 88.751 5.369 16.032 12/22/2011 12:14:12.842 89.001 5.368 16.030 12/22/2011 12:14:13.092 89.251 5.366 16.025 12/22/2011 12:14:13.342 89.501 5.370 16.034 12/22/2011 12:14:13.592 89.751 5.369 16.033 12/22/2011 12:14:13.842 90.001 5.368 16.028 12/22/2011 12:14:14.092 90.251 5.370 16.034 12/22/2011 12:14:14.342 90.501 5.367 16.027 12/22/2011 12:14:14.592 90.751 5.369 16.032 12/22/2011 12:14:14.842 91.001 5.367 16.025 12/22/2011 12:14:15.092 91.251 5.367 16.027 12/22/2011 12:14:15.342 91.501 5.367 16.027 12/22/2011 12:14:15.592 91.751 5.368 16.028 12/22/2011 12:14:15.842 92.001 5.369 16.033 12/22/2011 12:14:16.092 92.251 5.368 16.029 12/22/2011 12:14:16.342 92.501 5.365 16.021 12/22/2011 12:14:16.592 92.751 5.368 16.029 12/22/2011 12:14:16.842 93.001 5.368 16.029 12/22/2011 12:14:17.092 93.251 5.368 16.028 12/22/2011 12:14:17.342 93.501 5.369 16.032 12/22/2011 12:14:17.592 93.751 5.368 16.028 12/22/2011 12:14:17.842 94.001 5.367 16.026 12/22/2011 12:14:18.092 94.251 5.369 16.033 12/22/2011 12:14:18.342 94.501 5.367 16.027 12/22/2011 12:14:18.592 94.751 5.366 16.024 12/22/2011 12:14:18.842 95.001 5.365 16.019 12/22/2011 12:14:19.092 95.251 5.368 16.028 12/22/2011 12:14:19.342 95.501 5.365 16.021 12/22/2011 12:14:19.592 95.751 5.370 16.036 12/22/2011 12:14:19.842 96.001 5.370 16.034 12/22/2011 12:14:20.092 96.251 5.368 16.029 12/22/2011 12:14:20.342 96.501 5.369 16.033 12/22/2011 12:14:20.592 96.751 5.368 16.028 12/22/2011 12:14:20.842 97.001 5.368 16.029 12/22/2011 12:14:21.092 97.251 5.369 16.033 12/22/2011 12:14:21.342 97.501 5.366 16.023 12/22/2011 12:14:21.592 97.751 5.368 16.028 12/22/2011 12:14:21.842 98.001 5.372 16.043 12/22/2011 12:14:22.092 98.251 5.372 16.042 12/22/2011 12:14:22.342 98.501 5.369 16.032 12/22/2011 12:14:22.592 98.751 5.368 16.028 12/22/2011 12:14:22.842 99.001 5.371 16.038 12/22/2011 12:14:23.092 99.251 5.369 16.033 12/22/2011 12:14:23.342 99.501 5.373 16.044 12/22/2011 12:14:23.592 99.751 5.369 16.032 12/22/2011 12:14:23.842 100.001 5.371 16.039 12/22/2011 12:14:24.092 100.251 5.371 16.037 12/22/2011 12:14:24.342 100.501 5.368 16.030 12/22/2011 12:14:24.592 100.751 5.370 16.035 12/22/2011 12:14:24.842 101.001 5.370 16.035 12/22/2011 12:14:25.092 101.251 5.368 16.030 12/22/2011 12:14:25.342 101.501 5.368 16.030 12/22/2011 12:14:25.592 101.751 5.369 16.033 12/22/2011 12:14:25.842 102.001 5.369 16.032 12/22/2011 12:14:26.092 102.251 5.368 16.029
______________________________________________________________________________________________________________
Log Data:
Record Count: 974


Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)
12/22/2011 12:14:26.342 102.501 5.369 16.033 12/22/2011 12:14:26.592 102.751 5.367 16.025 12/22/2011 12:14:26.842 103.001 5.366 16.025 12/22/2011 12:14:27.092 103.251 5.365 16.021 12/22/2011 12:14:27.342 103.501 5.368 16.030 12/22/2011 12:14:27.592 103.751 5.368 16.030 12/22/2011 12:14:27.842 104.001 5.366 16.024 12/22/2011 12:14:28.092 104.251 5.369 16.033 12/22/2011 12:14:28.342 104.501 5.365 16.019 12/22/2011 12:14:28.592 104.751 5.372 16.040 12/22/2011 12:14:28.842 105.001 5.367 16.027 12/22/2011 12:14:29.092 105.251 5.366 16.025 12/22/2011 12:14:29.342 105.501 5.368 16.029 12/22/2011 12:14:29.592 105.751 5.368 16.029 12/22/2011 12:14:29.842 106.001 5.370 16.036 12/22/2011 12:14:30.092 106.251 5.368 16.029 12/22/2011 12:14:30.342 106.501 5.370 16.036 12/22/2011 12:14:30.592 106.751 5.369 16.031 12/22/2011 12:14:30.842 107.001 5.367 16.025 12/22/2011 12:14:31.092 107.251 5.371 16.038 12/22/2011 12:14:31.342 107.501 5.368 16.028 12/22/2011 12:14:31.592 107.751 5.368 16.028 12/22/2011 12:14:31.842 108.001 5.369 16.032 12/22/2011 12:14:32.092 108.251 5.372 16.042 12/22/2011 12:14:32.342 108.501 5.368 16.030 12/22/2011 12:14:32.592 108.751 5.370 16.034 12/22/2011 12:14:32.842 109.001 5.370 16.036 12/22/2011 12:14:33.092 109.251 5.377 16.055 12/22/2011 12:14:33.342 109.501 6.188 18.478 12/22/2011 12:14:33.592 109.751 5.576 16.650 12/22/2011 12:14:33.842 110.001 5.316 15.875 12/22/2011 12:14:34.092 110.251 5.383 16.073 12/22/2011 12:14:34.342 110.501 5.384 16.077 12/22/2011 12:14:34.592 110.751 5.316 15.875 12/22/2011 12:14:34.842 111.001 5.369 16.031 12/22/2011 12:14:35.092 111.251 5.374 16.048 12/22/2011 12:14:35.342 111.501 5.369 16.032 12/22/2011 12:14:35.592 111.751 5.368 16.029 12/22/2011 12:14:35.842 112.001 5.364 16.018 12/22/2011 12:14:36.092 112.251 5.364 16.017 12/22/2011 12:14:36.342 112.501 5.361 16.009 12/22/2011 12:14:36.592 112.751 5.358 16.001 12/22/2011 12:14:36.842 113.001 5.359 16.004 12/22/2011 12:14:37.092 113.251 5.359 16.001 12/22/2011 12:14:37.342 113.501 5.356 15.993 12/22/2011 12:14:37.592 113.751 5.358 16.000 12/22/2011 12:14:37.842 114.001 5.353 15.983 12/22/2011 12:14:38.092 114.251 5.356 15.994 12/22/2011 12:14:38.342 114.501 5.357 15.997 12/22/2011 12:14:38.592 114.751 5.355 15.990 12/22/2011 12:14:38.842 115.001 5.354 15.987 12/22/2011 12:14:39.092 115.251 5.356 15.993 12/22/2011 12:14:39.342 115.501 5.352 15.982 12/22/2011 12:14:39.592 115.751 5.356 15.993 12/22/2011 12:14:39.842 116.001 5.355 15.989 12/22/2011 12:14:40.092 116.251 5.354 15.988 12/22/2011 12:14:40.342 116.501 5.351 15.979 12/22/2011 12:14:40.592 116.751 5.352 15.983 12/22/2011 12:14:40.842 117.001 5.352 15.981 12/22/2011 12:14:41.092 117.251 5.354 15.988 12/22/2011 12:14:41.342 117.501 5.353 15.985 12/22/2011 12:14:41.592 117.751 5.353 15.983 12/22/2011 12:14:41.842 118.001 5.354 15.988 12/22/2011 12:14:42.092 118.251 5.353 15.984 12/22/2011 12:14:42.342 118.501 5.352 15.981 12/22/2011 12:14:42.592 118.751 5.352 15.981 12/22/2011 12:14:42.842 119.001 5.353 15.985 12/22/2011 12:14:43.092 119.251 5.353 15.985 12/22/2011 12:14:43.342 119.501 5.353 15.983 12/22/2011 12:14:43.592 119.751 5.351 15.980 12/22/2011 12:14:43.842 120.001 5.352 15.982 12/22/2011 12:14:44.092 120.251 5.351 15.979 12/22/2011 12:14:44.342 120.501 5.353 15.983 12/22/2011 12:14:44.592 120.751 5.350 15.975 12/22/2011 12:14:44.842 121.001 5.349 15.974 12/22/2011 12:14:45.092 121.251 5.353 15.984 12/22/2011 12:14:45.342 121.501 5.352 15.980 12/22/2011 12:14:45.592 121.751 5.352 15.982 12/22/2011 12:14:45.842 122.001 5.352 15.982 12/22/2011 12:14:46.092 122.251 5.353 15.984 12/22/2011 12:14:46.342 122.501 5.352 15.980


Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft              Sensor: Pres(G) 69ft Elapsed Time    SN#: 135443                        SN#: 135443
12/22/2011 12:14:46.592 122.751 5.351 15.978 12/22/2011 12:14:46.842 123.001 5.349 15.974 12/22/2011 12:14:47.092 123.251 5.350 15.976 12/22/2011 12:14:47.342 123.501 5.348 15.970 12/22/2011 12:14:47.592 123.751 5.349 15.974 12/22/2011 12:14:47.842 124.001 5.353 15.983 12/22/2011 12:14:48.092 124.251 5.349 15.974 12/22/2011 12:14:48.342 124.501 5.352 15.982 12/22/2011 12:14:48.592 124.751 5.350 15.976 12/22/2011 12:14:48.842 125.001 5.353 15.984 12/22/2011 12:14:49.092 125.251 5.352 15.980 12/22/2011 12:14:49.342 125.501 5.349 15.974 12/22/2011 12:14:49.592 125.751 5.351 15.978 12/22/2011 12:14:49.842 126.001 5.352 15.981 12/22/2011 12:14:50.092 126.251 5.349 15.973 12/22/2011 12:14:50.342 126.501 5.350 15.976 12/22/2011 12:14:50.592 126.751 5.350 15.976 12/22/2011 12:14:50.842 127.001 5.348 15.971 12/22/2011 12:14:51.092 127.251 5.347 15.967 12/22/2011 12:14:51.342 127.501 5.350 15.977 12/22/2011 12:14:51.592 127.751 5.350 15.975 12/22/2011 12:14:51.842 128.001 5.350 15.975 12/22/2011 12:14:52.092 128.251 5.353 15.985 12/22/2011 12:14:52.342 128.501 5.351 15.978 12/22/2011 12:14:52.592 128.751 5.349 15.973 12/22/2011 12:14:52.842 129.001 5.351 15.979 12/22/2011 12:14:53.092 129.251 5.354 15.987 12/22/2011 12:14:53.342 129.501 5.350 15.976 12/22/2011 12:14:53.592 129.751 5.350 15.977 12/22/2011 12:14:53.842 130.001 5.351 15.977 12/22/2011 12:14:54.092 130.251 5.351 15.978 12/22/2011 12:14:54.342 130.501 5.347 15.968 12/22/2011 12:14:54.592 130.751 5.348 15.968 12/22/2011 12:14:54.842 131.001 5.349 15.973 12/22/2011 12:14:55.092 131.251 5.347 15.968 12/22/2011 12:14:55.342 131.501 5.351 15.978 12/22/2011 12:14:55.592 131.751 5.349 15.972 12/22/2011 12:14:55.842 132.001 5.347 15.967 12/22/2011 12:14:56.092 132.251 5.344 15.959 12/22/2011 12:14:56.342 132.501 5.350 15.975 12/22/2011 12:14:56.592 132.751 5.351 15.978 12/22/2011 12:14:56.842 133.001 5.351 15.979 12/22/2011 12:14:57.092 133.251 5.350 15.975 12/22/2011 12:14:57.342 133.501 5.346 15.964 12/22/2011 12:14:57.592 133.751 5.350 15.975 12/22/2011 12:14:57.842 134.001 5.349 15.974 12/22/2011 12:14:58.092 134.251 5.352 15.980 12/22/2011 12:14:58.342 134.501 5.350 15.975 12/22/2011 12:14:58.592 134.751 5.349 15.971 12/22/2011 12:14:58.842 135.001 5.349 15.972 12/22/2011 12:14:59.092 135.251 5.349 15.973 12/22/2011 12:14:59.342 135.501 5.345 15.959 12/22/2011 12:14:59.592 135.751 5.350 15.975 12/22/2011 12:14:59.842 136.001 5.345 15.962 12/22/2011 12:15:00.092 136.251 5.350 15.975 12/22/2011 12:15:00.342 136.501 5.349 15.972 12/22/2011 12:15:00.592 136.751 5.348 15.969 12/22/2011 12:15:00.842 137.001 5.351 15.979 12/22/2011 12:15:01.092 137.251 5.350 15.975 12/22/2011 12:15:01.342 137.501 5.348 15.970 12/22/2011 12:15:01.592 137.751 5.350 15.974 12/22/2011 12:15:01.842 138.001 5.348 15.970 12/22/2011 12:15:02.092 138.251 5.348 15.969 12/22/2011 12:15:02.342 138.501 5.350 15.976 12/22/2011 12:15:02.592 138.751 5.352 15.980 12/22/2011 12:15:02.842 139.001 5.351 15.978 12/22/2011 12:15:03.092 139.251 5.347 15.967 12/22/2011 12:15:03.342 139.501 5.349 15.973 12/22/2011 12:15:03.592 139.751 5.348 15.969 12/22/2011 12:15:03.842 140.001 5.349 15.974 12/22/2011 12:15:04.092 140.251 5.349 15.973 12/22/2011 12:15:04.342 140.501 5.347 15.967 12/22/2011 12:15:04.592 140.751 5.347 15.966 12/22/2011 12:15:04.842 141.001 5.349 15.974 12/22/2011 12:15:05.092 141.251 5.346 15.965 12/22/2011 12:15:05.342 141.501 5.349 15.973 12/22/2011 12:15:05.592 141.751 5.351 15.979 12/22/2011 12:15:05.842 142.001 5.351 15.979 12/22/2011 12:15:06.092 142.251 5.349 15.971 12/22/2011 12:15:06.342 142.501 5.348 15.970 12/22/2011 12:15:06.592 142.751 5.349 15.972


Date and Time                Seconds          Depth (ft)                        Pressure (kPa)
12/22/2011 12:15:06.842 143.001 5.346 15.965 12/22/2011 12:15:07.092 143.251 5.348 15.970 12/22/2011 12:15:07.342 143.501 5.347 15.966 12/22/2011 12:15:07.592 143.751 5.351 15.980 12/22/2011 12:15:07.842 144.001 5.348 15.971 12/22/2011 12:15:08.092 144.251 5.348 15.970 12/22/2011 12:15:08.342 144.501 5.347 15.967 12/22/2011 12:15:08.592 144.751 5.346 15.962 12/22/2011 12:15:08.842 145.001 5.349 15.972 12/22/2011 12:15:09.092 145.251 5.348 15.969 12/22/2011 12:15:09.342 145.501 5.348 15.968 12/22/2011 12:15:09.592 145.751 5.345 15.960 12/22/2011 12:15:09.842 146.001 5.345 15.961 12/22/2011 12:15:10.092 146.251 5.348 15.969 12/22/2011 12:15:10.342 146.501 5.350 15.975 12/22/2011 12:15:10.592 146.751 5.348 15.971 12/22/2011 12:15:10.842 147.001 5.347 15.966 12/22/2011 12:15:11.092 147.251 5.348 15.970 12/22/2011 12:15:11.342 147.501 5.347 15.966 12/22/2011 12:15:11.592 147.751 5.348 15.969 12/22/2011 12:15:11.842 148.001 5.349 15.972 12/22/2011 12:15:12.092 148.251 5.347 15.968 12/22/2011 12:15:12.342 148.501 5.348 15.968 12/22/2011 12:15:12.592 148.751 5.349 15.973 12/22/2011 12:15:12.842 149.001 5.348 15.971 12/22/2011 12:15:13.092 149.251 5.344 15.958 12/22/2011 12:15:13.342 149.501 5.346 15.964 12/22/2011 12:15:13.592 149.751 5.347 15.968 12/22/2011 12:15:13.842 150.001 5.349 15.973 12/22/2011 12:15:14.092 150.251 5.349 15.971 12/22/2011 12:15:14.342 150.501 5.344 15.959 12/22/2011 12:15:14.592 150.751 5.346 15.963 12/22/2011 12:15:14.842 151.001 5.349 15.972 12/22/2011 12:15:15.092 151.251 5.348 15.969 12/22/2011 12:15:15.342 151.501 5.349 15.973 12/22/2011 12:15:15.592 151.751 5.348 15.971 12/22/2011 12:15:15.842 152.001 5.348 15.969 12/22/2011 12:15:16.092 152.251 5.350 15.976 12/22/2011 12:15:16.342 152.501 5.345 15.961 12/22/2011 12:15:16.592 152.751 5.348 15.971 12/22/2011 12:15:16.842 153.001 5.350 15.975 12/22/2011 12:15:17.092 153.251 5.348 15.969 12/22/2011 12:15:17.342 153.501 5.352 15.981 12/22/2011 12:15:17.592 153.751 5.349 15.972 12/22/2011 12:15:17.842 154.001 5.348 15.971 12/22/2011 12:15:18.092 154.251 5.351 15.977 12/22/2011 12:15:18.342 154.501 5.347 15.968 12/22/2011 12:15:18.592 154.751 5.347 15.966 12/22/2011 12:15:18.842 155.001 5.346 15.963 12/22/2011 12:15:19.092 155.251 5.349 15.972 12/22/2011 12:15:19.342 155.501 5.352 15.980 12/22/2011 12:15:19.593 155.752 5.347 15.968 12/22/2011 12:15:19.842 156.001 5.351 15.979 12/22/2011 12:15:20.092 156.251 5.347 15.966 12/22/2011 12:15:20.342 156.501 5.349 15.972 12/22/2011 12:15:20.592 156.751 5.347 15.967 12/22/2011 12:15:20.842 157.001 5.347 15.967 12/22/2011 12:15:21.092 157.251 5.349 15.973 12/22/2011 12:15:21.342 157.501 5.345 15.962 12/22/2011 12:15:21.592 157.751 5.348 15.970 12/22/2011 12:15:21.842 158.001 5.344 15.957 12/22/2011 12:15:22.092 158.251 5.349 15.971 12/22/2011 12:15:22.342 158.501 5.346 15.964 12/22/2011 12:15:22.592 158.751 5.347 15.966 12/22/2011 12:15:22.842 159.001 5.347 15.965 12/22/2011 12:15:23.092 159.251 5.349 15.972 12/22/2011 12:15:23.342 159.501 5.350 15.974 12/22/2011 12:15:23.592 159.751 5.349 15.971 12/22/2011 12:15:23.842 160.001 5.344 15.957 12/22/2011 12:15:24.092 160.251 5.349 15.971 12/22/2011 12:15:24.342 160.501 5.348 15.969 12/22/2011 12:15:24.592 160.751 5.350 15.976 12/22/2011 12:15:24.842 161.001 5.347 15.967 12/22/2011 12:15:25.092 161.251 5.350 15.977 12/22/2011 12:15:25.342 161.501 5.346 15.962 12/22/2011 12:15:25.592 161.751 5.347 15.967 12/22/2011 12:15:25.842 162.001 5.346 15.964 12/22/2011 12:15:26.092 162.251 5.348 15.969 12/22/2011 12:15:26.342 162.501 5.349 15.972 12/22/2011 12:15:26.592 162.751 5.346 15.965 12/22/2011 12:15:26.842 163.001 5.349 15.973
------------------------    ------------    ------------------------------    ------------------------------
12/22/2011 12:12:43.841            0.000                              5.377                            16.057


12/22/2011 12:12:44.092             0.251                             5.376                            16.053 12/22/2011 12:12:44.342             0.501                             5.375                            16.049 12/22/2011 12:12:44.592             0.751                             5.377                            16.055
12/22/2011 12:15:27.092 163.251 5.350 15.975 12/22/2011 12:15:27.342 163.501 5.346 15.965 12/22/2011 12:15:27.592 163.751 5.347 15.966 12/22/2011 12:15:27.842 164.001 5.350 15.974 12/22/2011 12:15:28.092 164.251 5.348 15.969 12/22/2011 12:15:28.342 164.501 5.347 15.968 12/22/2011 12:15:28.592 164.751 5.347 15.967 12/22/2011 12:15:28.842 165.001 5.348 15.968 12/22/2011 12:15:29.092 165.251 5.346 15.963 12/22/2011 12:15:29.342 165.501 5.346 15.964 12/22/2011 12:15:29.592 165.751 5.348 15.969 12/22/2011 12:15:29.842 166.001 5.347 15.968 12/22/2011 12:15:30.092 166.251 5.348 15.971 12/22/2011 12:15:30.342 166.501 5.344 15.959 12/22/2011 12:15:30.592 166.751 5.346 15.962 12/22/2011 12:15:30.842 167.001 5.348 15.970 12/22/2011 12:15:31.092 167.251 5.346 15.965 12/22/2011 12:15:31.342 167.501 5.347 15.967 12/22/2011 12:15:31.592 167.751 5.347 15.968 12/22/2011 12:15:31.842 168.001 5.348 15.970 12/22/2011 12:15:32.092 168.251 5.348 15.970 12/22/2011 12:15:32.342 168.501 5.346 15.962 12/22/2011 12:15:32.592 168.751 5.345 15.960 12/22/2011 12:15:32.842 169.001 5.347 15.966 12/22/2011 12:15:33.092 169.251 5.346 15.962 12/22/2011 12:15:33.342 169.501 5.349 15.972 12/22/2011 12:15:33.592 169.751 5.348 15.970 12/22/2011 12:15:33.842 170.001 5.347 15.967 12/22/2011 12:15:34.092 170.251 5.348 15.969 12/22/2011 12:15:34.342 170.501 5.347 15.966 12/22/2011 12:15:34.592 170.751 5.344 15.959 12/22/2011 12:15:34.842 171.001 5.344 15.959 12/22/2011 12:15:35.092 171.251 5.349 15.973 12/22/2011 12:15:35.342 171.501 5.345 15.960 12/22/2011 12:15:35.592 171.751 5.347 15.965 12/22/2011 12:15:35.842 172.001 5.349 15.973 12/22/2011 12:15:36.092 172.251 5.346 15.963 12/22/2011 12:15:36.342 172.501 5.349 15.971 12/22/2011 12:15:36.592 172.751 5.221 15.591 12/22/2011 12:15:36.842 173.001 5.092 15.205 12/22/2011 12:15:37.092 173.251 5.314 15.868 12/22/2011 12:15:37.342 173.501 5.251 15.680 12/22/2011 12:15:37.592 173.751 5.389 16.093 12/22/2011 12:15:37.842 174.001 5.299 15.824 12/22/2011 12:15:38.092 174.251 5.224 15.599 12/22/2011 12:15:38.342 174.501 5.192 15.504 12/22/2011 12:15:38.592 174.751 5.200 15.527 12/22/2011 12:15:38.842 175.001 5.233 15.625 12/22/2011 12:15:39.092 175.251 5.275 15.751 12/22/2011 12:15:39.342 175.501 5.298 15.819 12/22/2011 12:15:39.592 175.751 5.311 15.860 12/22/2011 12:15:39.842 176.001 5.317 15.878 12/22/2011 12:15:40.092 176.251 5.327 15.907 12/22/2011 12:15:40.342 176.501 5.329 15.914 12/22/2011 12:15:40.592 176.751 5.334 15.927 12/22/2011 12:15:40.842 177.001 5.334 15.927 12/22/2011 12:15:41.092 177.251 5.336 15.935 12/22/2011 12:15:41.342 177.501 5.341 15.948 12/22/2011 12:15:41.592 177.751 5.340 15.946 12/22/2011 12:15:41.842 178.001 5.337 15.938 12/22/2011 12:15:42.092 178.251 5.341 15.950 12/22/2011 12:15:42.342 178.501 5.338 15.939 12/22/2011 12:15:42.592 178.751 5.342 15.953 12/22/2011 12:15:42.842 179.001 5.341 15.948 12/22/2011 12:15:43.092 179.251 5.343 15.956 12/22/2011 12:15:43.342 179.501 5.340 15.947 12/22/2011 12:15:43.592 179.751 5.345 15.960 12/22/2011 12:15:43.842 180.001 5.343 15.954 12/22/2011 12:15:44.092 180.251 5.346 15.963 12/22/2011 12:15:44.342 180.501 5.343 15.955 12/22/2011 12:15:44.592 180.751 5.344 15.957 12/22/2011 12:15:44.842 181.001 5.343 15.955 12/22/2011 12:15:45.092 181.251 5.343 15.955 12/22/2011 12:15:45.342 181.501 5.345 15.962 12/22/2011 12:15:45.592 181.751 5.345 15.961 12/22/2011 12:15:45.842 182.001 5.348 15.969 12/22/2011 12:15:46.092 182.251 5.344 15.959 12/22/2011 12:15:46.342 182.501 5.346 15.965 12/22/2011 12:15:46.592 182.751 5.345 15.961 12/22/2011 12:15:46.842 183.001 5.345 15.961 12/22/2011 12:15:47.092 183.251 5.345 15.959


12/22/2011 12:12:44.842             1.001                             5.375                            16.051 12/22/2011 12:12:45.092             1.251                             5.375                            16.051 12/22/2011 12:12:45.342             1.501                             5.376                            16.054
12/22/2011 12:15:47.342 183.501 5.343 15.953 12/22/2011 12:15:47.592 183.751 5.346 15.962 12/22/2011 12:15:47.842 184.001 5.348 15.968 12/22/2011 12:15:48.092 184.251 5.345 15.961 12/22/2011 12:15:48.342 184.501 5.344 15.959 12/22/2011 12:15:48.592 184.751 5.345 15.962 12/22/2011 12:15:48.842 185.001 5.344 15.958 12/22/2011 12:15:49.092 185.251 5.346 15.962 12/22/2011 12:15:49.342 185.501 5.346 15.964 12/22/2011 12:15:49.592 185.751 5.346 15.962 12/22/2011 12:15:49.842 186.001 5.346 15.963 12/22/2011 12:15:50.092 186.251 5.346 15.964 12/22/2011 12:15:50.342 186.501 5.348 15.970 12/22/2011 12:15:50.592 186.751 5.348 15.970 12/22/2011 12:15:50.842 187.001 5.346 15.965 12/22/2011 12:15:51.092 187.251 5.345 15.960 12/22/2011 12:15:51.342 187.501 5.347 15.966 12/22/2011 12:15:51.592 187.751 5.344 15.957 12/22/2011 12:15:51.842 188.001 5.348 15.968 12/22/2011 12:15:52.092 188.251 5.348 15.970 12/22/2011 12:15:52.342 188.501 5.346 15.963 12/22/2011 12:15:52.592 188.751 5.345 15.962 12/22/2011 12:15:52.842 189.001 5.347 15.966 12/22/2011 12:15:53.092 189.251 5.349 15.972 12/22/2011 12:15:53.342 189.501 5.347 15.965 12/22/2011 12:15:53.592 189.751 5.347 15.965 12/22/2011 12:15:53.842 190.001 5.346 15.964 12/22/2011 12:15:54.092 190.251 5.345 15.962 12/22/2011 12:15:54.342 190.501 5.346 15.964 12/22/2011 12:15:54.592 190.751 5.346 15.964 12/22/2011 12:15:54.842 191.001 5.345 15.960 12/22/2011 12:15:55.092 191.251 5.347 15.965 12/22/2011 12:15:55.342 191.501 5.345 15.960 12/22/2011 12:15:55.592 191.751 5.348 15.970 12/22/2011 12:15:55.842 192.001 5.345 15.960 12/22/2011 12:15:56.092 192.251 5.349 15.974 12/22/2011 12:15:56.342 192.501 5.348 15.969 12/22/2011 12:15:56.592 192.751 5.346 15.964 12/22/2011 12:15:56.842 193.001 5.350 15.976 12/22/2011 12:15:57.092 193.251 5.346 15.964 12/22/2011 12:15:57.342 193.501 5.345 15.960 12/22/2011 12:15:57.592 193.751 5.348 15.969 12/22/2011 12:15:57.842 194.001 5.346 15.963 12/22/2011 12:15:58.092 194.251 5.348 15.969 12/22/2011 12:15:58.342 194.501 5.346 15.965 12/22/2011 12:15:58.592 194.751 5.349 15.971 12/22/2011 12:15:58.842 195.001 5.346 15.963 12/22/2011 12:15:59.092 195.251 5.347 15.965 12/22/2011 12:15:59.342 195.501 5.349 15.971 12/22/2011 12:15:59.592 195.751 5.348 15.970 12/22/2011 12:15:59.842 196.001 5.344 15.959 12/22/2011 12:16:00.092 196.251 5.348 15.970 12/22/2011 12:16:00.342 196.501 5.347 15.967 12/22/2011 12:16:00.592 196.751 5.345 15.961 12/22/2011 12:16:00.842 197.001 5.346 15.964 12/22/2011 12:16:01.092 197.251 5.348 15.970 12/22/2011 12:16:01.342 197.501 5.347 15.965 12/22/2011 12:16:01.592 197.751 5.347 15.966 12/22/2011 12:16:01.842 198.001 5.349 15.972 12/22/2011 12:16:02.092 198.251 5.347 15.967 12/22/2011 12:16:02.342 198.501 5.346 15.965 12/22/2011 12:16:02.592 198.751 5.347 15.967 12/22/2011 12:16:02.842 199.001 5.346 15.962 12/22/2011 12:16:03.092 199.251 5.345 15.960 12/22/2011 12:16:03.342 199.501 5.346 15.965 12/22/2011 12:16:03.592 199.751 5.348 15.970 12/22/2011 12:16:03.842 200.001 5.347 15.968 12/22/2011 12:16:04.092 200.251 5.347 15.965 12/22/2011 12:16:04.342 200.501 5.349 15.971 12/22/2011 12:16:04.592 200.751 5.349 15.971 12/22/2011 12:16:04.842 201.001 5.348 15.968 12/22/2011 12:16:05.092 201.251 5.346 15.964 12/22/2011 12:16:05.342 201.501 5.346 15.963 12/22/2011 12:16:05.592 201.751 5.348 15.969 12/22/2011 12:16:05.842 202.001 5.344 15.958 12/22/2011 12:16:06.092 202.251 5.347 15.965 12/22/2011 12:16:06.342 202.501 5.348 15.968 12/22/2011 12:16:06.592 202.751 5.346 15.965 12/22/2011 12:16:06.842 203.001 5.347 15.968 12/22/2011 12:16:07.092 203.251 5.350 15.976 12/22/2011 12:16:07.342 203.501 5.349 15.972


12/22/2011 12:12:45.592             1.751                             5.373                            16.044
12/22/2011 12:16:07.592 203.751 5.349 15.972 12/22/2011 12:16:07.842 204.001 5.346 15.965 12/22/2011 12:16:08.092 204.251 5.347 15.968 12/22/2011 12:16:08.342 204.501 5.349 15.974 12/22/2011 12:16:08.592 204.751 5.349 15.971 12/22/2011 12:16:08.842 205.001 5.348 15.970 12/22/2011 12:16:09.092 205.251 5.350 15.976 12/22/2011 12:16:09.342 205.501 5.349 15.972 12/22/2011 12:16:09.592 205.751 5.348 15.970 12/22/2011 12:16:09.842 206.001 5.348 15.971 12/22/2011 12:16:10.092 206.251 5.348 15.970 12/22/2011 12:16:10.342 206.501 5.349 15.974 12/22/2011 12:16:10.592 206.751 5.347 15.966 12/22/2011 12:16:10.842 207.001 5.347 15.967 12/22/2011 12:16:11.092 207.251 5.346 15.963 12/22/2011 12:16:11.342 207.501 5.349 15.973 12/22/2011 12:16:11.592 207.751 5.348 15.968 12/22/2011 12:16:11.842 208.001 5.351 15.978 12/22/2011 12:16:12.092 208.251 5.348 15.970 12/22/2011 12:16:12.342 208.501 5.349 15.972 12/22/2011 12:16:12.592 208.751 5.347 15.967 12/22/2011 12:16:12.842 209.001 5.345 15.961 12/22/2011 12:16:13.092 209.251 5.348 15.970 12/22/2011 12:16:13.342 209.501 5.346 15.963 12/22/2011 12:16:13.592 209.751 5.344 15.959 12/22/2011 12:16:13.842 210.001 5.344 15.957 12/22/2011 12:16:14.092 210.251 5.345 15.961 12/22/2011 12:16:14.342 210.501 5.348 15.970 12/22/2011 12:16:14.592 210.751 5.346 15.962 12/22/2011 12:16:14.842 211.001 5.346 15.965 12/22/2011 12:16:15.092 211.251 5.349 15.972 12/22/2011 12:16:15.342 211.501 5.347 15.967 12/22/2011 12:16:15.592 211.751 5.345 15.960 12/22/2011 12:16:15.842 212.001 5.348 15.969 12/22/2011 12:16:16.092 212.251 5.347 15.966 12/22/2011 12:16:16.342 212.501 5.345 15.960 12/22/2011 12:16:16.592 212.751 5.345 15.962 12/22/2011 12:16:16.842 213.001 5.351 15.978 12/22/2011 12:16:17.092 213.251 5.348 15.969 12/22/2011 12:16:17.342 213.501 5.348 15.969 12/22/2011 12:16:17.592 213.751 5.346 15.964 12/22/2011 12:16:17.842 214.001 5.345 15.962 12/22/2011 12:16:18.092 214.251 5.348 15.969 12/22/2011 12:16:18.342 214.501 5.347 15.968 12/22/2011 12:16:18.592 214.751 5.348 15.971 12/22/2011 12:16:18.842 215.001 5.349 15.971 12/22/2011 12:16:19.092 215.251 5.346 15.962 12/22/2011 12:16:19.342 215.501 5.346 15.964 12/22/2011 12:16:19.592 215.751 5.348 15.969 12/22/2011 12:16:19.842 216.001 5.347 15.967 12/22/2011 12:16:20.092 216.251 5.349 15.973 12/22/2011 12:16:20.342 216.501 5.344 15.958 12/22/2011 12:16:20.592 216.751 5.348 15.969 12/22/2011 12:16:20.842 217.001 5.346 15.965 12/22/2011 12:16:21.092 217.251 5.344 15.957 12/22/2011 12:16:21.342 217.501 5.351 15.977 12/22/2011 12:16:21.592 217.751 5.347 15.968 12/22/2011 12:16:21.842 218.001 5.347 15.968 12/22/2011 12:16:22.092 218.251 5.350 15.974 12/22/2011 12:16:22.342 218.501 5.345 15.962 12/22/2011 12:16:22.592 218.751 5.348 15.971 12/22/2011 12:16:22.842 219.001 5.350 15.975 12/22/2011 12:16:23.092 219.251 5.349 15.973 12/22/2011 12:16:23.342 219.501 5.344 15.956 12/22/2011 12:16:23.592 219.751 5.349 15.973 12/22/2011 12:16:23.842 220.001 5.345 15.960 12/22/2011 12:16:24.092 220.251 5.348 15.969 12/22/2011 12:16:24.342 220.501 5.348 15.970 12/22/2011 12:16:24.592 220.751 5.347 15.968 12/22/2011 12:16:24.842 221.001 5.343 15.956 12/22/2011 12:16:25.092 221.251 5.349 15.974 12/22/2011 12:16:25.342 221.501 5.346 15.965 12/22/2011 12:16:25.592 221.751 5.346 15.964 12/22/2011 12:16:25.842 222.001 5.344 15.957 12/22/2011 12:16:26.092 222.251 5.349 15.971 12/22/2011 12:16:26.342 222.501 5.351 15.977 12/22/2011 12:16:26.592 222.751 5.348 15.969 12/22/2011 12:16:26.842 223.001 5.347 15.965 12/22/2011 12:16:27.092 223.251 5.345 15.960 12/22/2011 12:16:27.342 223.501 5.346 15.963 12/22/2011 12:16:27.592 223.751 5.346 15.965


12/22/2011 12:12:45.842             2.001                             5.374                            16.047 12/22/2011 12:12:46.092             2.251                             5.376                            16.052 12/22/2011 12:12:46.342             2.501                             5.375                            16.051
12/22/2011 12:16:27.842 224.001 5.345 15.960 12/22/2011 12:16:28.092 224.251 5.344 15.959 12/22/2011 12:16:28.343 224.502 5.346 15.965 12/22/2011 12:16:28.592 224.751 5.347 15.968 12/22/2011 12:16:28.842 225.001 5.346 15.964 12/22/2011 12:16:29.092 225.251 5.349 15.972 12/22/2011 12:16:29.342 225.501 5.348 15.969 12/22/2011 12:16:29.592 225.751 5.349 15.972 12/22/2011 12:16:29.842 226.001 5.344 15.957 12/22/2011 12:16:30.092 226.251 5.348 15.970 12/22/2011 12:16:30.342 226.501 5.346 15.964 12/22/2011 12:16:30.592 226.751 5.348 15.971 12/22/2011 12:16:30.842 227.001 5.344 15.959 12/22/2011 12:16:31.092 227.251 5.346 15.965 12/22/2011 12:16:31.342 227.501 5.345 15.962 12/22/2011 12:16:31.592 227.751 5.343 15.956 12/22/2011 12:16:31.842 228.001 5.348 15.971 12/22/2011 12:16:32.092 228.251 5.346 15.964 12/22/2011 12:16:32.342 228.501 5.347 15.966 12/22/2011 12:16:32.592 228.751 5.346 15.964 12/22/2011 12:16:32.842 229.001 5.347 15.965 12/22/2011 12:16:33.092 229.251 5.350 15.975 12/22/2011 12:16:33.342 229.501 5.346 15.964 12/22/2011 12:16:33.592 229.751 5.350 15.976 12/22/2011 12:16:33.842 230.001 5.345 15.961 12/22/2011 12:16:34.092 230.251 5.347 15.966 12/22/2011 12:16:34.342 230.501 5.347 15.967 12/22/2011 12:16:34.592 230.751 5.347 15.968 12/22/2011 12:16:34.842 231.001 5.346 15.964 12/22/2011 12:16:35.092 231.251 5.347 15.968 12/22/2011 12:16:35.342 231.501 5.347 15.967 12/22/2011 12:16:35.592 231.751 5.345 15.960 12/22/2011 12:16:35.842 232.001 5.346 15.964 12/22/2011 12:16:36.092 232.251 5.349 15.972 12/22/2011 12:16:36.342 232.501 5.348 15.970 12/22/2011 12:16:36.592 232.751 5.345 15.961 12/22/2011 12:16:36.842 233.001 5.350 15.975 12/22/2011 12:16:37.092 233.251 5.349 15.973 12/22/2011 12:16:37.342 233.501 5.344 15.959 12/22/2011 12:16:37.592 233.751 5.349 15.972 12/22/2011 12:16:37.842 234.001 5.346 15.962 12/22/2011 12:16:38.092 234.251 5.347 15.967 12/22/2011 12:16:38.342 234.501 5.344 15.958 12/22/2011 12:16:38.592 234.751 5.344 15.959 12/22/2011 12:16:38.842 235.001 5.349 15.973 12/22/2011 12:16:39.092 235.251 5.346 15.965 12/22/2011 12:16:39.342 235.501 5.349 15.971 12/22/2011 12:16:39.592 235.751 5.348 15.970 12/22/2011 12:16:39.842 236.001 5.346 15.965 12/22/2011 12:16:40.092 236.251 5.349 15.971 12/22/2011 12:16:40.342 236.501 5.345 15.961 12/22/2011 12:16:40.592 236.751 5.348 15.970 12/22/2011 12:16:40.842 237.001 5.345 15.962 12/22/2011 12:16:41.092 237.251 5.351 15.977 12/22/2011 12:16:41.342 237.501 5.347 15.967 12/22/2011 12:16:41.597 237.756 5.347 15.967 12/22/2011 12:16:41.842 238.001 5.345 15.959 12/22/2011 12:16:42.092 238.251 5.343 15.954 12/22/2011 12:16:42.342 238.501 5.347 15.968 12/22/2011 12:16:42.592 238.751 5.344 15.959 12/22/2011 12:16:42.842 239.001 5.347 15.965 12/22/2011 12:16:43.092 239.251 5.347 15.967 12/22/2011 12:16:43.342 239.501 5.347 15.966 12/22/2011 12:16:43.592 239.751 5.347 15.967 12/22/2011 12:16:43.842 240.001 5.346 15.963 12/22/2011 12:16:44.092 240.251 5.349 15.973 12/22/2011 12:16:44.342 240.501 5.348 15.969 12/22/2011 12:16:44.592 240.751 5.347 15.968 12/22/2011 12:16:44.842 241.001 5.346 15.965 12/22/2011 12:16:45.092 241.251 5.346 15.963 12/22/2011 12:16:45.342 241.501 5.347 15.967 12/22/2011 12:16:45.592 241.751 5.348 15.971 12/22/2011 12:16:45.842 242.001 5.345 15.960 12/22/2011 12:16:46.092 242.251 5.349 15.971 12/22/2011 12:16:46.342 242.501 5.349 15.972 12/22/2011 12:16:46.592 242.751 5.345 15.962 12/22/2011 12:16:46.847 243.006 5.347 15.968 12/22/2011 12:16:47.092 243.251 5.348 15.971



12/22/2011 12:12:46.592            2.751                              5.614                            16.765
Appendix F Results of Liquefaction Analysis


12/22/2011 12:12:46.842            3.001                              5.834                            17.421 12/22/2011 12:12:47.092            3.251                              5.454                            16.286 12/22/2011 12:12:47.342            3.501                              5.389                            16.091 12/22/2011 12:12:47.592            3.751                              5.364                            16.018 12/22/2011 12:12:47.842            4.001                              5.389                            16.093
Notes:
: 1) Factors of safety against liquefaction is calculated based on "Simplified Method." The empirical basis for this method is limited to about 50 to 60 ft depths below ground surface.
: 2) Soils below 50 to 60 ft depths are generally considered non-liquefiable (under the design seismic loads) due to the high effective stress that confines the soil and provides resistance to liquefaction.
: 3) Existing ground surface at the boreholes ranges between elevations 819 and 826 ft.
4)
SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI PROJECT NO.: 113-81051 PROJECT FILE: SHINE_LiqPotandSettle.xlsx BY: TER DATE: 07/20/12 Plot of Corrected Blow Counts and Liquefaction Potential Corrected Blow Counts and Factor of Safety Against Liquefaction - Boreholes G11-01 thru G11-10 Figure F-1 Factor of Safety greater than 1.4 is considered "high" and "soil elements would suffer relatively minor cyclic pore pressure generation" (NUREG/CR-5741, U.S. ACOE, 2000).
720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0
10 20 30 40 50 60 Elevation(ft)
(N1)60 CorrectedBlowCounts(blowsperfoot)
G1101 G1102 G1103 G1104 G1105 G1106 G1107 G1108 G1109 G1110 1.4 1.1 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0
0.5 1
1.5 2
2.5 3
Elevation(ft)
FactorofSafety
>3


12/22/2011 12:12:48.092            4.251                              5.389                            16.093
Notes:
: 1) Factors of safety against liquefaction is calculated based on "Simplified Method." The empirical basis for this method is limited to about 50 to 60 ft depths below ground surface.
: 2) Soils below 50 to 60 ft depths are generally considered non-liquefiable (under the design seismic loads) due to the high effective stress that confines the soil and provides resistance to liquefaction.
: 3) Existing ground surface at Borehole VSP-01 is elevation 825 ft.
SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI PROJECT NO.: 113-81051 PROJECT FILE: SHINE_LiqPotandSettle.xlsx BY: TER DATE: 07/20/12 Shear Wave Velocity and Factor of Safety Against Liquefaction - Borehole VSP-01 Figure F-2 Plot of Shear Wave Velocity and Liquefaction Potential - Borehole VSP-01 1.1 1.4 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0
0.5 1
1.5 2
2.5 3
Elevation,ft FactorofSafety 0
5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0
500 1,000 1,500 2,000 Depthbelowgroundsurface,ft Elevation,ft ShearWaveVelocity,ft/s VSP01
>3


12/22/2011 12:12:48.342            4.501                              5.396                            16.113
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 819.1 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-01 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 816.6 Sand 105 15 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 14 23 64 0.000 0
23 0.997 0.083 0.25 1.56 1.100 0.43 5.1
>3 No 5
814.1 Sand 105 26 3
525 525 1.70 1.00 1.00 1.20 0.75 1.00 23 40 85 0.000 0
40 0.984 0.082 2.00 1.56 1.100 2.00 24.4
>3 No 7.5 811.6 Sand 105 31 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 28 44 90 0.000 0
44 0.970 0.081 2.00 1.56 1.100 2.00 24.8
>3 No 10 809.1 Sand 105 23 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 21 29 72 0.000 0
29 0.955 0.079 0.41 1.56 1.100 0.70 8.8
>3 No 15 804.1 Sand 105 14 2
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 14 16 54 0.000 0
16 0.923 0.077 0.17 1.56 1.034 0.27 3.5
>3 No 20 799.1 Sand 105 20 3
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 23 22 63 0.000 0
22 0.887 0.074 0.24 1.56 1.001 0.37 5.0
>3 No 25 794.1 Sand 105 22 5
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 25 22 63 0.002 0
22 0.849 0.071 0.23 1.56 0.969 0.35 5.0
>3 No 30 789.1 Sand 105 16 3
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 18 15 51 0.000 0
15 0.809 0.067 0.15 1.56 0.956 0.23 3.4
>3 No 35 784.1 Sand 105 22 2
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 26 20 61 0.000 0
20 0.770 0.070 0.21 1.56 0.937 0.31 4.4
>3 No 40 779.1 Sand 105 37 3
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 44 33 78 0.000 0
33 0.730 0.071 0.79 1.56 0.875 1.07 15.0
>3 No 45 774.1 Sand 105 39 4
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 47 34 78 0.000 0
34 0.692 0.072 0.91 1.56 0.855 1.21 16.9
>3 No 50 769.1 Sand 105 27 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 32 23 64 0.000 0
23 0.656 0.072 0.25 1.56 0.904 0.35 4.9
>3 No 60 759.1 Sand 105 46 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 55 37 82 0.000 0
37 0.589 0.070 1.79 1.56 0.781 2.00 28.7
>3 No 70 749.1 Sand 105 13 3
7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 16 10 43 0.000 0
10 0.533 0.067 0.12 1.56 0.923 0.17 2.5 2.5 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.113 0.35 0.000 0.00%
0.000 5.14 64 0.00%
0.000 23 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.009
-0.79 0.000 0.00%
0.000 24.42 85 0.00%
0.000 40 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.003
-1.15 0.000 0.00%
0.000 24.77 90 0.00%
0.000 44 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.056 0.01 0.000 0.00%
0.000 8.81 72 0.00%
0.000 29 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.244 0.71 0.000 0.00%
0.000 3.48 54 0.00%
0.000 16 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.123 0.39 0.000 0.00%
0.000 5.02 63 0.00%
0.000 22 0.074 0.00%
0.000 Vv Total vertical stress 0.128 0.41 0.000 0.00%
0.000 4.95 63 0.00%
0.000 22 0.071 0.00%
0.000 V'v Effective vertical stress 0.289 0.77 0.000 0.00%
0.000 3.37 51 0.00%
0.000 15 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.153 0.50 0.000 0.00%
0.000 4.39 61 0.00%
0.000 20 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.029
-0.31 0.000 0.00%
0.000 15.03 78 0.00%
0.000 33 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.026
-0.36 0.000 0.00%
0.000 16.88 78 0.00%
0.000 34 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.114 0.36 0.000 0.00%
0.000 4.88 64 0.00%
0.000 23 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.015
-0.59 0.000 0.00%
0.000 28.67 82 0.00%
0.000 37 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.472 0.91 0.000 0.00%
0.000 2.53 43 0.00%
0.000 10 0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only)
Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


12/22/2011 12:12:48.592            4.751                              5.386                            16.084
==References:==
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
DATE:
7/20/2012 Mw:
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-1 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-01 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


12/22/2011 12:12:48.842            5.001                              5.380                            16.065 12/22/2011 12:12:49.250            5.409                              5.381                            16.068 12/22/2011 12:12:49.469            5.628                              5.381                            16.068
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 822.3 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-02 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 819.8 Sand 105 29 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 26 44 90 0.000 0
44 0.997 0.083 2.00 1.56 1.100 2.00 24.1
>3 No 5
817.3 Sand 105 26 3
525 525 1.70 1.00 1.00 1.20 0.75 1.00 23 40 85 0.000 0
40 0.984 0.082 2.00 1.56 1.100 2.00 24.4
>3 No 7.5 814.8 Sand 105 15 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 14 22 62 0.000 0
22 0.970 0.081 0.23 1.56 1.100 0.39 4.8
>3 No 10 812.3 Sand 105 19 4
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 17 24 65 0.000 0
24 0.955 0.079 0.26 1.56 1.100 0.45 5.6
>3 No 15 807.3 Sand 105 11 3
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 11 13 48 0.000 0
13 0.923 0.077 0.14 1.56 1.030 0.22 2.9 2.9 No 20 802.3 Sand 105 18 2
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 21 20 60 0.000 0
20 0.887 0.074 0.21 1.56 1.001 0.32 4.4
>3 No 25 797.3 Sand 105 21 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 24 21 62 0.000 0
21 0.849 0.071 0.22 1.56 0.970 0.33 4.7
>3 No 30 792.3 Sand 105 22 3
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 25 20 60 0.000 0
20 0.809 0.067 0.21 1.56 0.947 0.30 4.5
>3 No 35 787.3 Sand 105 26 3
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 31 24 66 0.000 0
24 0.770 0.070 0.27 1.56 0.927 0.39 5.6
>3 No 40 782.3 Sand 105 16 2
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 19 14 51 0.000 0
14 0.730 0.071 0.15 1.56 0.943 0.22 3.1
>3 No 45 777.3 Sand 105 19 3
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 23 17 55 0.000 0
17 0.692 0.072 0.17 1.56 0.931 0.25 3.4
>3 No 50 772.3 Sand 105 25 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 30 21 62 0.000 0
21 0.656 0.072 0.22 1.56 0.911 0.31 4.4
>3 No 60 762.3 Sand 105 26 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 31 21 62 0.000 0
21 0.589 0.070 0.22 1.56 0.897 0.31 4.4
>3 No 70 752.3 Sand 105 26 3
7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 31 20 60 0.000 0
20 0.533 0.067 0.21 1.56 0.889 0.29 4.3
>3 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.003
-1.14 0.000 0.00%
0.000 24.11 90 0.00%
0.000 44 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.009
-0.79 0.000 0.00%
0.000 24.42 85 0.00%
0.000 40 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.134 0.44 0.000 0.00%
0.000 4.80 62 0.00%
0.000 22 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.105 0.32 0.000 0.00%
0.000 5.62 65 0.00%
0.000 24 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.355 0.84 0.000 0.00%
0.000 2.87 48 0.00%
0.000 13 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.159 0.52 0.000 0.00%
0.000 4.36 60 0.00%
0.000 20 0.074 0.00%
0.000 Vv Total vertical stress 0.144 0.47 0.000 0.00%
0.000 4.66 62 0.00%
0.000 21 0.071 0.00%
0.000 V'v Effective vertical stress 0.159 0.52 0.000 0.00%
0.000 4.51 60 0.00%
0.000 20 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.099 0.29 0.000 0.00%
0.000 5.57 66 0.00%
0.000 24 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.295 0.78 0.000 0.00%
0.000 3.11 51 0.00%
0.000 14 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.232 0.69 0.000 0.00%
0.000 3.44 55 0.00%
0.000 17 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.139 0.45 0.000 0.00%
0.000 4.40 62 0.00%
0.000 21 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.143 0.47 0.000 0.00%
0.000 4.38 62 0.00%
0.000 21 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.159 0.52 0.000 0.00%
0.000 4.26 60 0.00%
0.000 20 0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only)
Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


12/22/2011 12:12:49.687            5.846                              5.379                            16.061
==References:==
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
DATE:
7/20/2012 Mw:
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-2 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-02 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


12/22/2011 12:12:49.906            6.065                              5.378                            16.058
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 824.9 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-03 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.4 Sand 105 30 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 27 46 90 0.000 0
46 0.997 0.083 2.00 1.56 1.100 2.00 24.1
>3 No 5
819.9 Sand 105 49 7
525 525 1.70 1.00 1.00 1.20 0.75 1.00 44 75 90 0.079 0
75 0.984 0.082 2.00 1.56 1.100 2.00 24.4
>3 No 7.5 817.4 Sand 105 36 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 32 52 90 0.000 0
52 0.970 0.081 2.00 1.56 1.100 2.00 24.8
>3 No 10 814.9 Sand 105 15 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 14 19 58 0.000 0
19 0.955 0.079 0.19 1.56 1.088 0.32 4.1
>3 No 15 809.9 Sand 105 25 3
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 26 29 72 0.000 0
29 0.923 0.077 0.42 1.56 1.056 0.69 8.9
>3 No 20 804.9 Gravel 105 29 4
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 33 32 76 0.000 0
32 0.887 0.074 0.67 1.56 1.001 1.05 14.2
>3 No 25 799.9 Sand 105 12 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 14 12 47 0.000 0
12 0.849 0.071 0.13 1.56 0.978 0.20 2.9 2.9 No 30 794.9 Sand 105 14 2
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 16 13 48 0.000 0
13 0.809 0.067 0.14 1.56 0.959 0.21 3.1
>3 No 35 789.9 Sand 105 38 3
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 46 35 80 0.000 0
35 0.770 0.070 1.15 1.56 0.877 1.57 22.4
>3 No 40 784.9 Sand 105 22 3
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 26 20 60 0.000 0
20 0.730 0.071 0.20 1.56 0.930 0.29 4.1
>3 No 45 779.9 Sand 105 28 4
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 34 24 66 0.000 0
24 0.692 0.072 0.28 1.56 0.907 0.39 5.5
>3 No 50 774.9 Sand 105 24 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 29 20 61 0.000 0
20 0.656 0.072 0.21 1.56 0.913 0.30 4.2
>3 No 60 764.9 Sand 105 21 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 25 17 55 0.000 0
17 0.589 0.070 0.17 1.56 0.912 0.25 3.5
>3 No 70 754.9 Sand 105 8
3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 10 6
33 0.000 0
6 0.533 0.067 0.09 1.56 0.934 0.14 2.0 2.0 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.002
-1.26 0.000 0.00%
0.000 24.11 90 0.00%
0.000 46 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.000
-3.75 0.000 0.00%
0.000 24.42 90 0.00%
0.000 75 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.000
-1.72 0.000 0.00%
0.000 24.77 90 0.00%
0.000 52 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.185 0.59 0.000 0.00%
0.000 4.07 58 0.00%
0.000 19 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.055 0.00 0.000 0.00%
0.000 8.93 72 0.00%
0.000 29 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.034
-0.24 0.000 0.00%
0.000 14.22 76 0.00%
0.000 32 0.074 0.00%
0.000 Vv Total vertical stress 0.383 0.86 0.000 0.00%
0.000 2.85 47 0.00%
0.000 12 0.071 0.00%
0.000 V'v Effective vertical stress 0.352 0.84 0.000 0.00%
0.000 3.06 48 0.00%
0.000 13 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.021
-0.45 0.000 0.00%
0.000 22.43 80 0.00%
0.000 35 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.164 0.53 0.000 0.00%
0.000 4.12 60 0.00%
0.000 20 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.095 0.27 0.000 0.00%
0.000 5.45 66 0.00%
0.000 24 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.153 0.50 0.000 0.00%
0.000 4.19 61 0.00%
0.000 20 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.223 0.67 0.000 0.00%
0.000 3.54 55 0.00%
0.000 17 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%
0.000 2.02 33 0.00%
0.000 6
0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only)
Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


12/22/2011 12:12:50.124            6.283                              5.384                            16.077
==References:==
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
DATE:
7/20/2012 Mw:
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-3 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-03 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


12/22/2011 12:12:50.343            6.502                              5.382                            16.070 12/22/2011 12:12:50.592            6.751                             5.381                            16.067 12/22/2011 12:12:50.842            7.001                              5.382                            16.071
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 821.9 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-04 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 819.4 Sand 105 12 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 11 18 58 0.000 0
18 0.997 0.083 0.19 1.56 1.100 0.32 3.9
>3 No 5
816.9 Sand 105 20 3
525 525 1.70 1.00 1.00 1.20 0.75 1.00 18 31 74 0.000 0
31 0.984 0.082 0.53 1.56 1.100 0.90 11.0
>3 No 7.5 814.4 Sand 105 15 4
788 788 1.59 1.00 1.00 1.20 0.75 1.00 14 22 62 0.000 0
22 0.970 0.081 0.23 1.56 1.100 0.39 4.8
>3 No 10 811.9 Sand 105 17 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 15 21 62 0.000 0
21 0.955 0.079 0.22 1.56 1.097 0.38 4.7
>3 No 12.5 809.4 Sand 105 18 4
1,313 1,313 1.23 1.00 1.00 1.20 0.75 1.00 16 20 60 0.000 0
20 0.939 0.078 0.21 1.56 1.063 0.34 4.4
>3 No 15 806.9 Sand 105 17 3
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 17 20 59 0.000 0
20 0.923 0.077 0.20 1.56 1.038 0.32 4.2
>3 No 20 801.9 Sand 105 27 3
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 31 30 74 0.000 0
30 0.887 0.074 0.49 1.56 1.001 0.76 10.3
>3 No 25 796.9 Sand 105 37 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 42 37 82 0.000 0
37 0.849 0.071 1.67 1.56 0.936 2.00 28.3
>3 No 30 791.9 Sand 105 25 4
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 29 23 64 0.000 0
23 0.809 0.067 0.24 1.56 0.941 0.36 5.3
>3 No 35 786.9 Sand 105 30 3
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 36 28 71 0.000 0
28 0.770 0.070 0.37 1.56 0.915 0.53 7.6
>3 No 40 781.9 Sand 105 18 3
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 22 16 54 0.000 0
16 0.730 0.071 0.17 1.56 0.939 0.24 3.4
>3 No 45 776.9 Sand 105 26 3
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 31 23 64 0.000 0
23 0.692 0.072 0.24 1.56 0.913 0.35 4.8
>3 No 55 766.9 Sand 105 14 3
5,775 4,215 0.69 1.00 1.00 1.20 1.00 1.00 17 12 46 0.000 0
12 0.621 0.071 0.13 1.56 0.932 0.19 2.7 2.7 No 65 756.9 Sand 105 37 6
6,825 4,641 0.66 1.00 1.00 1.20 1.00 1.00 44 29 73 0.015 0
29 0.560 0.068 0.44 1.56 0.846 0.58 8.4
>3 No 70 751.9 Sand 105 9
3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 11 7
35 0.000 0
7 0.533 0.067 0.10 1.56 0.932 0.14 2.1 2.1 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.191 0.60 0.000 0.00%
0.000 3.88 58 0.00%
0.000 18 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.043
-0.13 0.000 0.00%
0.000 11.00 74 0.00%
0.000 31 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.134 0.44 0.000 0.00%
0.000 4.80 62 0.00%
0.000 22 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.140 0.46 0.000 0.00%
0.000 4.74 62 0.00%
0.000 21 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.159 0.52 0.000 0.00%
0.000 4.37 60 0.00%
0.000 20 0.078 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.167 0.54 0.000 0.00%
0.000 4.23 59 0.00%
0.000 20 0.077 0.00%
0.000 Vv Total vertical stress 0.046
-0.09 0.000 0.00%
0.000 10.32 74 0.00%
0.000 30 0.074 0.00%
0.000 V'v Effective vertical stress 0.016
-0.57 0.000 0.00%
0.000 28.33 82 0.00%
0.000 37 0.071 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.117 0.37 0.000 0.00%
0.000 5.33 64 0.00%
0.000 23 0.067 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.063 0.06 0.000 0.00%
0.000 7.63 71 0.00%
0.000 28 0.070 0.00%
0.000 CN Overburden correction for blowcounts 0.243 0.71 0.000 0.00%
0.000 3.41 54 0.00%
0.000 16 0.071 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.117 0.37 0.000 0.00%
0.000 4.84 64 0.00%
0.000 23 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.398 0.87 0.000 0.00%
0.000 2.66 46 0.00%
0.000 12 0.071 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.052
-0.03 0.000 0.00%
0.000 8.43 73 0.00%
0.000 29 0.068 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%
0.000 2.12 35 0.00%
0.000 7
0.067 0.00%
0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only)
Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


12/22/2011 12:12:51.092            7.251                              5.381                            16.069
==References:==
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
DATE:
7/20/2012 Mw:
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-4 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-04 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


12/22/2011 12:12:51.342            7.501                              5.379                            16.062
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 824.6 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-05 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.1 Sand 105 20 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 18 31 74 0.000 0
31 0.997 0.083 0.53 1.56 1.100 0.90 10.9
>3 No 5
819.6 Sand 105 26 3
525 525 1.70 1.00 1.00 1.20 0.75 1.00 23 40 85 0.000 0
40 0.984 0.082 2.00 1.56 1.100 2.00 24.4
>3 No 7.5 817.1 Sand 105 26 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 23 37 82 0.000 0
37 0.970 0.081 1.88 1.56 1.100 2.00 24.8
>3 No 10 814.6 Sand 105 20 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 18 25 67 0.000 0
25 0.955 0.079 0.29 1.56 1.100 0.49 6.2
>3 No 15 809.6 Sand 105 19 6
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 19 22 63 0.028 0
22 0.923 0.077 0.23 1.56 1.042 0.38 4.9
>3 No 20 804.6 Sand 105 30 3
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 34 33 78 0.000 0
33 0.887 0.074 0.81 1.56 1.001 1.27 17.2
>3 No 25 799.6 Sand 105 27 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 31 27 70 0.000 0
27 0.849 0.071 0.34 1.56 0.962 0.51 7.3
>3 No 30 794.6 Sand 105 24 3
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 27 22 63 0.000 0
22 0.809 0.067 0.23 1.56 0.943 0.34 5.0
>3 No 35 789.6 Sand 105 32 3
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 38 30 73 0.000 0
30 0.770 0.070 0.46 1.56 0.907 0.65 9.3
>3 No 40 784.6 Sand 105 30 5
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 36 27 70 0.002 0
27 0.730 0.071 0.34 1.56 0.907 0.49 6.8
>3 No 45 779.6 Sand 105 21 3
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 25 18 58 0.000 0
18 0.692 0.072 0.19 1.56 0.927 0.27 3.8
>3 No 50 774.6 Sand 105 24 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 29 20 61 0.000 0
20 0.656 0.072 0.21 1.56 0.913 0.30 4.2
>3 No 60 764.6 Sand 105 46 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 55 37 82 0.000 0
37 0.589 0.070 1.79 1.56 0.781 2.00 28.7
>3 No 70 754.6 Sand 105 34 3
7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 41 26 69 0.000 0
26 0.533 0.067 0.32 1.56 0.858 0.43 6.4
>3 No 80 744.6 Sand 105 24 3
8,400 5,280 0.62 1.00 1.00 1.20 1.00 1.00 29 18 57 0.000 0
18 0.489 0.065 0.18 1.56 0.888 0.25 3.9
>3 No 90 734.6 Sand 105 50 8
9,450 5,706 0.59 1.00 1.00 1.20 1.00 1.00 60 36 81 0.368 0
36 0.456 0.063 1.34 1.56 0.725 1.52 24.2
>3 No 99 725.6 Sand 105 43 3
10,395 6,089 0.57 1.00 1.00 1.20 1.00 1.00 52 30 73 0.000 0
30 0.437 0.062 0.46 1.56 0.789 0.57 9.1
>3 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.043
-0.13 0.000 0.00%
0.000 10.86 74 0.00%
0.000 31 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.009
-0.79 0.000 0.00%
0.000 24.42 85 0.00%
0.000 40 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.015
-0.60 0.000 0.00%
0.000 24.77 82 0.00%
0.000 37 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.090 0.24 0.000 0.00%
0.000 6.18 67 0.00%
0.000 25 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.129 0.42 0.000 0.00%
0.000 4.89 63 0.00%
0.000 22 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.028
-0.32 0.000 0.00%
0.000 17.16 78 0.00%
0.000 33 0.074 0.00%
0.000 Vv Total vertical stress 0.070 0.12 0.000 0.00%
0.000 7.27 70 0.00%
0.000 27 0.071 0.00%
0.000 V'v Effective vertical stress 0.130 0.42 0.000 0.00%
0.000 5.03 63 0.00%
0.000 22 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.049
-0.06 0.000 0.00%
0.000 9.34 73 0.00%
0.000 30 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.070 0.11 0.000 0.00%
0.000 6.82 70 0.00%
0.000 27 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.192 0.60 0.000 0.00%
0.000 3.76 58 0.00%
0.000 18 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.153 0.50 0.000 0.00%
0.000 4.19 61 0.00%
0.000 20 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.015
-0.59 0.000 0.00%
0.000 28.67 82 0.00%
0.000 37 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.077 0.16 0.000 0.00%
0.000 6.40 69 0.00%
0.000 26 0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.205 0.63 0.000 0.00%
0.000 3.87 57 0.00%
0.000 18 0.065 0.00%
0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods 0.019
-0.50 0.000 0.00%
0.000 24.19 81 0.00%
0.000 36 0.063 0.00%
0.000 CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only) 0.049
-0.06 0.000 0.00%
0.000 9.11 73 0.00%
0.000 30 0.062 0.00%
0.000 Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


12/22/2011 12:12:51.592            7.751                              5.380                            16.065
==References:==
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
DATE:
7/20/2012 Mw:
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-5 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-05 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation


12/22/2011 12:12:51.842            8.001                              5.378                            16.060 12/22/2011 12:12:52.092            8.251                              5.379                            16.062 12/22/2011 12:12:52.342            8.501                              5.376                            16.052
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 825.9 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-06 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 0.1 825.8 Sand 105 6
3 11 11 1.70 1.00 1.00 1.20 0.75 1.00 5
9 41 0.000 0
9 1.008 0.084 0.11 1.56 1.100 0.19 2.3 2.3 No 2
823.9 Sand 105 21 3
210 210 1.70 1.00 1.00 1.20 0.75 1.00 19 32 76 0.000 0
32 0.999 0.083 0.66 1.56 1.100 1.13 13.6
>3 No 4
821.9 Sand 105 40 3
420 420 1.70 1.00 1.00 1.20 0.75 1.00 36 61 90 0.000 0
61 0.990 0.082 2.00 1.56 1.100 2.00 24.3
>3 No 6
819.9 Sand 105 40 3
630 630 1.70 1.00 1.00 1.20 0.75 1.00 36 61 90 0.000 0
61 0.979 0.081 2.00 1.56 1.100 2.00 24.6
>3 No 8
817.9 Sand 105 23 3
840 840 1.54 1.00 1.00 1.20 0.75 1.00 21 32 76 0.000 0
32 0.968 0.081 0.64 1.56 1.100 1.10 13.6
>3 No 10 815.9 Sand 105 17 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 15 21 62 0.000 0
21 0.955 0.079 0.22 1.56 1.097 0.38 4.7
>3 No 12 813.9 Sand 105 19 3
1,260 1,260 1.26 1.00 1.00 1.20 0.75 1.00 17 22 62 0.000 0
22 0.943 0.078 0.23 1.56 1.073 0.38 4.8
>3 No 14 811.9 Sand 105 18 5
1,470 1,470 1.17 1.00 1.00 1.20 0.85 1.00 18 21 62 0.002 0
21 0.929 0.077 0.22 1.56 1.051 0.37 4.8
>3 No 16 809.9 Sand 105 22 3
1,680 1,680 1.09 1.00 1.00 1.20 0.85 1.00 22 24 67 0.000 0
24 0.916 0.076 0.28 1.56 1.036 0.45 5.9
>3 No 18 807.9 Sand 105 17 3
1,890 1,890 1.03 1.00 1.00 1.20 0.85 1.00 17 18 57 0.000 0
18 0.901 0.075 0.18 1.56 1.014 0.29 3.8
>3 No 20 805.9 Sand 105 17 3
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 19 19 59 0.000 0
19 0.887 0.074 0.19 1.56 1.001 0.30 4.1
>3 No 22 803.9 Sand 105 20 3
2,310 2,310 0.93 1.00 1.00 1.20 0.95 1.00 23 21 62 0.000 0
21 0.872 0.073 0.22 1.56 0.987 0.34 4.7
>3 No 24 801.9 Sand 105 21 3
2,520 2,520 0.89 1.00 1.00 1.20 0.95 1.00 24 21 62 0.000 0
21 0.856 0.071 0.22 1.56 0.975 0.34 4.8
>3 No 26 799.9 Sand 105 17 3
2,730 2,730 0.86 1.00 1.00 1.20 0.95 1.00 19 17 55 0.000 0
17 0.841 0.070 0.17 1.56 0.970 0.26 3.7
>3 No 28 797.9 Sand 105 17 3
2,940 2,940 0.82 1.00 1.00 1.20 0.95 1.00 19 16 54 0.000 0
16 0.825 0.069 0.16 1.56 0.962 0.25 3.6
>3 No 30 795.9 Sand 105 27 3
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 31 25 67 0.000 0
25 0.809 0.067 0.28 1.56 0.936 0.41 6.1
>3 No 32 793.9 Sand 105 35 3
3,360 3,235 0.79 1.00 1.00 1.20 0.95 1.00 40 31 75 0.000 0
31 0.793 0.069 0.59 1.56 0.907 0.83 12.1
>3 No 34 791.9 Sand 105 29 3
3,570 3,320 0.78 1.00 1.00 1.20 1.00 1.00 35 27 70 0.000 0
27 0.778 0.070 0.35 1.56 0.920 0.50 7.2
>3 No 36 789.9 Sand 105 25 3
3,780 3,406 0.77 1.00 1.00 1.20 1.00 1.00 30 23 65 0.000 0
23 0.762 0.070 0.25 1.56 0.928 0.36 5.1
>3 No 38 787.9 Sand 105 25 3
3,990 3,491 0.76 1.00 1.00 1.20 1.00 1.00 30 23 64 0.000 0
23 0.746 0.071 0.24 1.56 0.925 0.35 5.0
>3 No 40 785.9 Sand 105 29 3
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 35 26 69 0.000 0
26 0.730 0.071 0.32 1.56 0.910 0.45 6.3
>3 No 42 783.9 Sand 105 31 3
4,410 3,661 0.74 1.00 1.00 1.20 1.00 1.00 37 27 71 0.000 0
27 0.715 0.072 0.36 1.56 0.900 0.51 7.1
>3 No 44 781.9 Sand 105 31 3
4,620 3,746 0.73 1.00 1.00 1.20 1.00 1.00 37 27 70 0.000 0
27 0.700 0.072 0.35 1.56 0.898 0.49 6.9
>3 No 46 779.9 Sand 105 31 3
4,830 3,832 0.72 1.00 1.00 1.20 1.00 1.00 37 27 70 0.000 0
27 0.685 0.072 0.34 1.56 0.895 0.48 6.7
>3 No 48 777.9 Sand 105 26 4
5,040 3,917 0.71 1.00 1.00 1.20 1.00 1.00 31 22 64 0.000 0
22 0.670 0.072 0.24 1.56 0.910 0.34 4.7
>3 No 60 765.9 Sand 105 26 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 31 21 62 0.000 0
21 0.589 0.070 0.22 1.56 0.897 0.31 4.4
>3 No 70 755.9 Sand 105 24 3
7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 29 18 58 0.000 0
18 0.533 0.067 0.19 1.56 0.895 0.26 3.9
>3 No 80 746 Sand 105 48 3
8,400 5,280 0.62 1.00 1.00 1.20 1.00 1.00 58 35 80 0.000 0
35 0.4889 0.065 1.22 1.56 0.753 1.43 22.1
>3 No 90 736 Sand 105 50 3
9,450 5,706 0.59 1.00 1.00 1.20 1.00 1.00 60 36 80 0.000 0
36 0.4564 0.063 1.24 1.56 0.731 1.41 22.5
>3 No 100 726 Sand 105 28 5
10,500 6,132 0.57 1.00 1.00 1.20 1.00 1.00 34 19 59 0.002 0
19 0.4358 0.062 0.20 1.56 0.862 0.26 4.3
>3 No DONE BY:
TER DATE:
7/20/2012 CHECK:
TGK DATE:
7/20/2012 Borehole =
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-06 SHINE MEDICAL TECHNOLOGIES FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-6a SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation


12/22/2011 12:12:52.592            8.751                              5.377                            16.056
Spoon OD (in.) =
2.0 Energy Ratio (ER) =
72 Return Period =
4,975 years Spoon ID (in.) =
1.375 Hole Dia (I.D. for HSA) =
83 (65-115, 150 or 200) mm Mw =
5.80 Hammer weight (lb) =
140 Sampler Lined (Y/N) =
N/A PGA =
0.13 g
Hammer Drop (in.) =
30 PGAROCK =
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 825.9 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-06 Borehole =
SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches) 0.500 0.93 0.000 0.00%
0.000 2.30 41 0.00%
0.000 9
0.084 0.00%
0.000 0.034
-0.23 0.000 0.00%
0.000 13.57 76 0.00%
0.000 32 0.083 0.00%
0.000 0.000
-2.53 0.000 0.00%
0.000 24.29 90 0.00%
0.000 61 0.082 0.00%
0.000 0.000
-2.53 0.000 0.00%
0.000 24.55 90 0.00%
0.000 61 0.081 0.00%
0.000 0.035
-0.22 0.000 0.00%
0.000 13.61 76 0.00%
0.000 32 0.081 0.00%
0.000 0.140 0.46 0.000 0.00%
0.000 4.74 62 0.00%
0.000 21 0.079 0.00%
0.000 0.133 0.43 0.000 0.00%
0.000 4.83 62 0.00%
0.000 22 0.078 0.00%
0.000 0.135 0.44 0.000 0.00%
0.000 4.76 62 0.00%
0.000 21 0.077 0.00%
0.000 0.094 0.26 0.000 0.00%
0.000 5.91 67 0.00%
0.000 24 0.076 0.00%
0.000 0.202 0.63 0.000 0.00%
0.000 3.84 57 0.00%
0.000 18 0.075 0.00%
0.000 0.180 0.57 0.000 0.00%
0.000 4.09 59 0.00%
0.000 19 0.074 0.00%
0.000 0.139 0.45 0.000 0.00%
0.000 4.71 62 0.00%
0.000 21 0.073 0.00%
0.000 Legend 0.137 0.45 0.000 0.00%
0.000 4.77 62 0.00%
0.000 21 0.071 0.00%
0.000 Depth Depth of sample (ft) 0.232 0.69 0.000 0.00%
0.000 3.68 55 0.00%
0.000 17 0.070 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.247 0.71 0.000 0.00%
0.000 3.60 54 0.00%
0.000 16 0.069 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.094 0.26 0.000 0.00%
0.000 6.06 67 0.00%
0.000 25 0.067 0.00%
0.000 NField Uncorrected field blowcounts 0.038
-0.18 0.000 0.00%
0.000 12.10 75 0.00%
0.000 31 0.069 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.069 0.11 0.000 0.00%
0.000 7.15 70 0.00%
0.000 27 0.070 0.00%
0.000 Vv Total vertical stress 0.113 0.35 0.000 0.00%
0.000 5.13 65 0.00%
0.000 23 0.070 0.00%
0.000 V'v Effective vertical stress 0.117 0.37 0.000 0.00%
0.000 4.97 64 0.00%
0.000 23 0.071 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.078 0.17 0.000 0.00%
0.000 6.30 69 0.00%
0.000 26 0.071 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.065 0.08 0.000 0.00%
0.000 7.14 71 0.00%
0.000 27 0.072 0.00%
0.000 CN Overburden correction for blowcounts 0.068 0.10 0.000 0.00%
0.000 6.88 70 0.00%
0.000 27 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.070 0.12 0.000 0.00%
0.000 6.66 70 0.00%
0.000 27 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.122 0.39 0.000 0.00%
0.000 4.70 64 0.00%
0.000 22 0.072 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.143 0.47 0.000 0.00%
0.000 4.38 62 0.00%
0.000 21 0.070 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.188 0.60 0.000 0.00%
0.000 3.92 58 0.00%
0.000 18 0.067 0.00%
0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods 0.020
-0.47 0.000 0.00%
0.000 22.15 80 0.00%
0.000 35 0.065 0.00%
0.000 CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only) 0.020
-0.47 0.000 0.00%
0.000 22.47 80 0.00%
0.000 36 0.063 0.00%
0.000 Wspt Hspt (OD^3 - ID^3) 0.174 0.56 0.000 0.00%
0.000 4.25 59 0.00%
0.000 19 0.062 0.00%
0.000 CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


12/22/2011 12:12:52.842            9.001                              5.378                            16.058 12/22/2011 12:12:53.092            9.251                              5.376                            16.054 12/22/2011 12:12:53.342            9.501                              5.378                            16.058
==References:==
 
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
12/22/2011 12:12:53.592            9.751                              5.377                            16.055 12/22/2011 12:12:53.842            10.001                              5.376                            16.053 12/22/2011 12:12:54.092            10.251                              5.378                            16.058
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
 
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
12/22/2011 12:12:54.342            10.501                              5.375                            16.051
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
 
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
12/22/2011 12:12:54.592            10.751                              5.378                            16.059
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
 
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
12/22/2011 12:12:54.842            11.001                              5.375                            16.051 12/22/2011 12:12:55.092            11.251                              5.377                            16.057 12/22/2011 12:12:55.342            11.501                              5.376                            16.055 12/22/2011 12:12:55.592            11.751                              5.376                            16.052
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
 
DATE:
12/22/2011 12:12:55.842            12.001                              5.378                            16.058
7/20/2012 Mw:
 
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
12/22/2011 12:12:56.092            12.251                              5.377                            16.057
CHECK:
 
TGK PGA = FPGA
12/22/2011 12:12:56.342            12.501                              5.376                            16.052
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
 
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-6b Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
12/22/2011 12:12:56.592            12.751                              5.374                            16.047 12/22/2011 12:12:56.842            13.001                              5.376                            16.053 12/22/2011 12:12:57.092            13.251                              5.378                            16.059
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-06 SHINE MEDICAL TECHNOLOGIES (continued)
 
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074
12/22/2011 12:12:57.342            13.501                              5.377                            16.055
 
12/22/2011 12:12:57.592            13.751                              5.373                            16.044
 
12/22/2011 12:12:57.842            14.001                              5.375                            16.050
 
12/22/2011 12:12:58.092            14.251                              5.372                            16.042 12/22/2011 12:12:58.342            14.501                              5.375                            16.050 12/22/2011 12:12:58.592            14.751                              5.376                            16.052
 
12/22/2011 12:12:58.842            15.001                              5.375                            16.050
 
12/22/2011 12:12:59.092            15.251                              5.371                            16.039
 
12/22/2011 12:12:59.342            15.501                              5.374                            16.046
 
12/22/2011 12:12:59.592            15.751                              5.376                            16.053 12/22/2011 12:12:59.842            16.001                              5.375                            16.049 12/22/2011 12:13:00.092            16.251                              5.373                            16.044
 
12/22/2011 12:13:00.342            16.501                              5.375                            16.050
 
12/22/2011 12:13:00.592            16.751                              5.374                            16.048
 
12/22/2011 12:13:00.842            17.001                              5.374                            16.046
 
12/22/2011 12:13:01.092            17.251                              5.372                            16.042
 
12/22/2011 12:13:01.342            17.501                              5.374                            16.047 12/22/2011 12:13:01.592            17.751                              5.372                            16.041 12/22/2011 12:13:01.842            18.001                              5.372                            16.041
 
12/22/2011 12:13:02.092            18.251                              5.376                            16.052
 
12/22/2011 12:13:02.342            18.501                              5.371                            16.039
 
12/22/2011 12:13:02.592            18.751                              5.374                            16.046
 
12/22/2011 12:13:02.842            19.001                              5.374                            16.047 12/22/2011 12:13:03.092            19.251                              5.373                            16.044 12/22/2011 12:13:03.342            19.501                              5.374                            16.048
 
12/22/2011 12:13:03.592            19.751                              5.374                            16.046
 
12/22/2011 12:13:03.842            20.001                              5.375                            16.049
 
12/22/2011 12:13:04.092            20.251                              5.371                            16.037
 
12/22/2011 12:13:04.342            20.501                              5.373                            16.044 12/22/2011 12:13:04.592            20.751                              5.372                            16.040 12/22/2011 12:13:04.842            21.001                              5.372                            16.041
 
12/22/2011 12:13:05.092            21.251                              5.373                            16.043 12/22/2011 12:13:05.342            21.501                              5.371                            16.037 12/22/2011 12:13:05.592            21.751                              5.371                            16.038
 
12/22/2011 12:13:05.842            22.001                              5.373                            16.044
 
12/22/2011 12:13:06.092            22.251                              5.371                            16.039 12/22/2011 12:13:06.342            22.501                              5.372                            16.041 12/22/2011 12:13:06.592            22.751                              5.373                            16.044
 
12/22/2011 12:13:06.842            23.001                              5.373                            16.043
 
12/22/2011 12:13:07.092            23.251                              5.369                            16.033 12/22/2011 12:13:07.342            23.501                              5.371                            16.037 12/22/2011 12:13:07.592            23.751                              5.374                            16.046 12/22/2011 12:13:07.842            24.001                              5.372                            16.040 12/22/2011 12:13:08.092            24.251                              5.373                            16.046
 
12/22/2011 12:13:08.342            24.501                              5.373                            16.045
 
12/22/2011 12:13:08.592            24.751                              5.373                            16.046
 
12/22/2011 12:13:08.842            25.001                              5.371                            16.038
 
12/22/2011 12:13:09.092            25.251                              5.373                            16.045 12/22/2011 12:13:09.342            25.501                              5.373                            16.044 12/22/2011 12:13:09.592            25.751                              5.373                            16.045
 
12/22/2011 12:13:09.842            26.001                              5.371                            16.037
 
12/22/2011 12:13:10.092            26.251                              5.369                            16.032
 
12/22/2011 12:13:10.342            26.501                              5.372                            16.041
 
12/22/2011 12:13:10.592            26.751                              5.370                            16.035 12/22/2011 12:13:10.842            27.001                              5.370                            16.035 12/22/2011 12:13:11.092            27.251                              5.375                            16.050
 
12/22/2011 12:13:11.342            27.501                              5.373                            16.044
 
12/22/2011 12:13:11.592            27.751                              5.370                            16.034
 
12/22/2011 12:13:11.842            28.001                              5.373                            16.044
 
12/22/2011 12:13:12.092            28.251                              5.368                            16.031 12/22/2011 12:13:12.342            28.501                              5.369                            16.033 12/22/2011 12:13:12.592            28.751                              5.369                            16.033
 
12/22/2011 12:13:12.842            29.001                              5.372                            16.042
 
12/22/2011 12:13:13.092            29.251                              5.372                            16.040 12/22/2011 12:13:13.342            29.501                              5.373                            16.045 12/22/2011 12:13:13.592            29.751                              5.371                            16.037
 
12/22/2011 12:13:13.842            30.001                              5.369                            16.031 12/22/2011 12:13:14.092            30.251                              5.372                            16.042 12/22/2011 12:13:14.342            30.501                              5.372                            16.042
 
12/22/2011 12:13:14.592            30.751                              5.373                            16.044
 
12/22/2011 12:13:14.842            31.001                              5.368                            16.029
 
12/22/2011 12:13:15.092            31.251                              5.371                            16.038 12/22/2011 12:13:15.342            31.501                              5.373                            16.044 12/22/2011 12:13:15.592            31.751                              5.372                            16.042 12/22/2011 12:13:15.842            32.001                              5.371                            16.039
 
12/22/2011 12:13:16.092            32.251                              5.372                            16.041
 
12/22/2011 12:13:16.342            32.501                              5.371                            16.037
 
12/22/2011 12:13:16.592            32.751                              5.372                            16.042
 
12/22/2011 12:13:16.842            33.001                              5.374                            16.046 12/22/2011 12:13:17.092            33.251                              5.369                            16.033 12/22/2011 12:13:17.342            33.501                              5.373                            16.044
 
12/22/2011 12:13:17.592            33.751                              5.372                            16.041
 
12/22/2011 12:13:17.842            34.001                              5.374                            16.047
 
12/22/2011 12:13:18.092            34.251                              5.368                            16.030
 
12/22/2011 12:13:18.342            34.501                              5.371                            16.040 12/22/2011 12:13:18.592            34.751                              5.371                            16.039 12/22/2011 12:13:18.842            35.001                              5.370                            16.034
 
12/22/2011 12:13:19.092            35.251                              5.370                            16.034
 
12/22/2011 12:13:19.342            35.501                              5.371                            16.039
 
12/22/2011 12:13:19.592            35.751                              5.371                            16.037
 
12/22/2011 12:13:19.842            36.001                              5.372                            16.040 12/22/2011 12:13:20.092            36.251                              5.373                            16.044 12/22/2011 12:13:20.342            36.501                              5.371                            16.039
 
12/22/2011 12:13:20.592            36.751                              5.371                            16.038
 
12/22/2011 12:13:20.842            37.001                              5.371                            16.038
 
12/22/2011 12:13:21.092            37.251                              5.372                            16.042
 
12/22/2011 12:13:21.342            37.501                              5.371                            16.038
 
12/22/2011 12:13:21.592            37.751                              5.369                            16.032 12/22/2011 12:13:21.842            38.001                              5.372                            16.040 12/22/2011 12:13:22.092            38.251                              5.369                            16.032
 
12/22/2011 12:13:22.342            38.501                              5.367                            16.027
 
12/22/2011 12:13:22.592            38.751                              5.370                            16.036
 
12/22/2011 12:13:22.842            39.001                              5.372                            16.043
 
12/22/2011 12:13:23.092            39.251                              5.371                            16.039 12/22/2011 12:13:23.342            39.501                              5.369                            16.031 12/22/2011 12:13:23.592            39.751                              5.371                            16.039
 
12/22/2011 12:13:23.842            40.001                              5.370                            16.036
 
12/22/2011 12:13:24.092            40.251                              5.367                            16.027
 
12/22/2011 12:13:24.342            40.501                              5.371                            16.040
 
12/22/2011 12:13:24.592            40.751                              5.368                            16.029 12/22/2011 12:13:24.842            41.001                              5.371                            16.039 12/22/2011 12:13:25.092            41.251                              5.369                            16.033
 
12/22/2011 12:13:25.342            41.501                              5.370                            16.034 12/22/2011 12:13:25.592            41.751                              5.368                            16.028 12/22/2011 12:13:25.842            42.001                              5.370                            16.035
 
12/22/2011 12:13:26.092            42.251                              5.372                            16.041
 
12/22/2011 12:13:26.342            42.501                              5.370                            16.034 12/22/2011 12:13:26.592            42.751                              5.368                            16.030 12/22/2011 12:13:26.842            43.001                              5.370                            16.036
 
12/22/2011 12:13:27.092            43.251                              5.372                            16.040
 
12/22/2011 12:13:27.342            43.501                              5.370                            16.035 12/22/2011 12:13:27.592            43.751                              5.368                            16.028 12/22/2011 12:13:28.810            44.969                              5.374                            16.048 12/22/2011 12:13:29.030            45.189                              5.373                            16.044 12/22/2011 12:13:29.249            45.408                              5.372                            16.040
 
12/22/2011 12:13:29.469            45.628                              5.374                            16.047
 
12/22/2011 12:13:29.688            45.847                              5.372                            16.042
 
12/22/2011 12:13:29.908            46.067                              5.370                            16.034
 
12/22/2011 12:13:30.127            46.286                              5.371                            16.039 12/22/2011 12:13:30.347            46.506                              5.374                            16.047 12/22/2011 12:13:30.566            46.725                              5.371                            16.039
 
12/22/2011 12:13:30.784            46.943                              5.371                            16.040
 
12/22/2011 12:13:31.004            47.163                              5.373                            16.046
 
12/22/2011 12:13:31.223            47.382                              5.368                            16.028
 
12/22/2011 12:13:31.442            47.601                              5.368                            16.029 12/22/2011 12:13:31.660            47.819                              5.373                            16.045 12/22/2011 12:13:31.879            48.038                              5.369                            16.034
 
12/22/2011 12:13:32.099            48.258                              5.369                            16.031
 
12/22/2011 12:13:32.317            48.476                              5.372                            16.040
 
12/22/2011 12:13:32.536            48.695                              5.370                            16.034
 
12/22/2011 12:13:32.755            48.914                              5.368                            16.029 12/22/2011 12:13:32.974            49.133                              5.369                            16.034 12/22/2011 12:13:33.193            49.352                              5.371                            16.039
 
12/22/2011 12:13:33.411            49.570                              5.373                            16.043
 
12/22/2011 12:13:33.630            49.789                              5.371                            16.039 12/22/2011 12:13:33.848            50.007                              5.370                            16.035 12/22/2011 12:13:34.066            50.225                              5.369                            16.033
 
12/22/2011 12:13:34.285            50.444                              5.372                            16.040 12/22/2011 12:13:34.503            50.662                              5.369                            16.033 12/22/2011 12:13:34.722            50.881                              5.367                            16.028
 
12/22/2011 12:13:34.940            51.099                              5.371                            16.037
 
12/22/2011 12:13:35.159            51.318                              5.373                            16.044
 
12/22/2011 12:13:35.378            51.537                              5.369                            16.033 12/22/2011 12:13:35.597            51.756                              5.371                            16.037 12/22/2011 12:13:35.842            52.001                              5.368                            16.029 12/22/2011 12:13:36.092            52.251                              5.367                            16.025
 
12/22/2011 12:13:36.342            52.501                              5.367                            16.027
 
12/22/2011 12:13:36.592            52.751                              5.371                            16.037
 
12/22/2011 12:13:36.842            53.001                              5.369                            16.033
 
12/22/2011 12:13:37.092            53.251                              5.370                            16.034 12/22/2011 12:13:37.342            53.501                              5.370                            16.034 12/22/2011 12:13:37.592            53.751                              5.370                            16.036
 
12/22/2011 12:13:37.842            54.001                              5.370                            16.034
 
12/22/2011 12:13:38.092            54.251                              5.369                            16.033
 
12/22/2011 12:13:38.342            54.501                              5.370                            16.035
 
12/22/2011 12:13:38.592            54.751                              5.370                            16.035 12/22/2011 12:13:38.842            55.001                              5.371                            16.038 12/22/2011 12:13:39.092            55.251                              5.373                            16.044
 
12/22/2011 12:13:39.342            55.501                              5.371                            16.037
 
12/22/2011 12:13:39.592            55.751                              5.108                            15.252
 
12/22/2011 12:13:39.842            56.001                              5.248                            15.671
 
12/22/2011 12:13:40.092            56.251                              5.373                            16.046 12/22/2011 12:13:40.342            56.501                              5.316                            15.874 12/22/2011 12:13:40.592            56.751                              5.158                            15.402
 
12/22/2011 12:13:40.842            57.001                              5.212                            15.564
 
12/22/2011 12:13:41.092            57.251                              5.272                            15.741
 
12/22/2011 12:13:41.342            57.501                              5.306                            15.843
 
12/22/2011 12:13:41.592            57.751                              5.325                            15.900
 
12/22/2011 12:13:41.842            58.001                              5.335                            15.932 12/22/2011 12:13:42.092            58.251                              5.343                            15.955 12/22/2011 12:13:42.342            58.501                              5.352                            15.981
 
12/22/2011 12:13:42.592            58.751                              5.353                            15.985
 
12/22/2011 12:13:42.842            59.001                              5.358                            16.000
 
12/22/2011 12:13:43.092            59.251                              5.360                            16.006
 
12/22/2011 12:13:43.342            59.501                              5.360                            16.006 12/22/2011 12:13:43.592            59.751                              5.362                            16.011 12/22/2011 12:13:43.842            60.001                              5.360                            16.005
 
12/22/2011 12:13:44.092            60.251                              5.363                            16.013
 
12/22/2011 12:13:44.342            60.501                              5.364                            16.018
 
12/22/2011 12:13:44.592            60.751                              5.365                            16.021
 
12/22/2011 12:13:44.842            61.001                              5.367                            16.027 12/22/2011 12:13:45.092            61.251                              5.364                            16.018 12/22/2011 12:13:45.342            61.501                              5.365                            16.020
 
12/22/2011 12:13:45.592            61.751                              5.363                            16.015 12/22/2011 12:13:45.842            62.001                              5.367                            16.025 12/22/2011 12:13:46.092            62.251                              5.366                            16.024
 
12/22/2011 12:13:46.342            62.501                              5.370                            16.034
 
12/22/2011 12:13:46.592            62.751                              5.368                            16.029 12/22/2011 12:13:46.842            63.001                              5.368                            16.029 12/22/2011 12:13:47.092            63.251                              5.369                            16.032
 
12/22/2011 12:13:47.342            63.501                              5.366                            16.024
 
12/22/2011 12:13:47.592            63.751                              5.368                            16.029 12/22/2011 12:13:47.842            64.001                              5.370                            16.035 12/22/2011 12:13:48.092            64.251                              5.367                            16.025 12/22/2011 12:13:48.342            64.501                              5.370                            16.036 12/22/2011 12:13:48.592            64.751                              5.370                            16.034
 
12/22/2011 12:13:48.842            65.001                              5.365                            16.021
 
12/22/2011 12:13:49.092            65.251                              5.370                            16.035
 
12/22/2011 12:13:49.342            65.501                              5.369                            16.032
 
12/22/2011 12:13:49.592            65.751                              5.370                            16.036 12/22/2011 12:13:49.842            66.001                              5.367                            16.025 12/22/2011 12:13:50.092            66.251                              5.369                            16.033
 
12/22/2011 12:13:50.342            66.501                              5.369                            16.032
 
12/22/2011 12:13:50.592            66.751                              5.369                            16.031
 
12/22/2011 12:13:50.842            67.001                              5.366                            16.024
 
12/22/2011 12:13:51.092            67.251                              5.366                            16.023 12/22/2011 12:13:51.342            67.501                              5.372                            16.040 12/22/2011 12:13:51.592            67.751                              5.371                            16.037
 
12/22/2011 12:13:51.842            68.001                              5.367                            16.027
 
12/22/2011 12:13:52.092            68.251                              5.369                            16.033
 
12/22/2011 12:13:52.342            68.501                              5.369                            16.033
 
12/22/2011 12:13:52.592            68.751                              5.370                            16.034 12/22/2011 12:13:52.842            69.001                              5.372                            16.042 12/22/2011 12:13:53.092            69.251                              5.369                            16.031
 
12/22/2011 12:13:53.342            69.501                              5.369                            16.032
 
12/22/2011 12:13:53.592            69.751                              5.370                            16.035 12/22/2011 12:13:53.842            70.001                              5.371                            16.037 12/22/2011 12:13:54.092            70.251                              5.367                            16.028
 
12/22/2011 12:13:54.342            70.501                              5.368                            16.029 12/22/2011 12:13:54.592            70.751                              5.368                            16.030 12/22/2011 12:13:54.842            71.001                              5.369                            16.032
 
12/22/2011 12:13:55.092            71.251                              5.370                            16.035
 
12/22/2011 12:13:55.342            71.501                              5.371                            16.037
 
12/22/2011 12:13:55.592            71.751                              5.369                            16.031 12/22/2011 12:13:55.842            72.001                              5.372                            16.041 12/22/2011 12:13:56.092            72.251                              5.369                            16.033 12/22/2011 12:13:56.342            72.501                              5.369                            16.033
 
12/22/2011 12:13:56.592            72.751                              5.373                            16.044
 
12/22/2011 12:13:56.842            73.001                              5.370                            16.034
 
12/22/2011 12:13:57.092            73.251                              5.372                            16.042
 
12/22/2011 12:13:57.342            73.501                              5.371                            16.039 12/22/2011 12:13:57.592            73.751                              5.368                            16.028 12/22/2011 12:13:57.842            74.001                              5.368                            16.029
 
12/22/2011 12:13:58.092            74.251                              5.366                            16.023
 
12/22/2011 12:13:58.342            74.501                              5.371                            16.039
 
12/22/2011 12:13:58.592            74.751                              5.368                            16.029
 
12/22/2011 12:13:58.842            75.001                              5.369                            16.033 12/22/2011 12:13:59.092            75.251                              5.371                            16.039 12/22/2011 12:13:59.342            75.501                              5.365                            16.022
 
12/22/2011 12:13:59.592            75.751                              5.368                            16.029
 
12/22/2011 12:13:59.842            76.001                              5.372                            16.040
 
12/22/2011 12:14:00.092            76.251                              5.369                            16.032
 
12/22/2011 12:14:00.342            76.501                              5.370                            16.035 12/22/2011 12:14:00.592            76.751                              5.371                            16.038 12/22/2011 12:14:00.842            77.001                              5.373                            16.045
 
12/22/2011 12:14:01.092            77.251                              5.371                            16.037
 
12/22/2011 12:14:01.342            77.501                              5.370                            16.036
 
12/22/2011 12:14:01.592            77.751                              5.366                            16.024
 
12/22/2011 12:14:01.842            78.001                              5.368                            16.029
 
12/22/2011 12:14:02.092            78.251                              5.369                            16.033 12/22/2011 12:14:02.342            78.501                              5.371                            16.038 12/22/2011 12:14:02.592            78.751                              5.368                            16.028
 
12/22/2011 12:14:02.842            79.001                              5.371                            16.037
 
12/22/2011 12:14:03.092            79.251                              5.373                            16.043
 
12/22/2011 12:14:03.342            79.501                              5.371                            16.039
 
12/22/2011 12:14:03.592            79.751                              5.370                            16.035 12/22/2011 12:14:03.842            80.001                              5.369                            16.031 12/22/2011 12:14:04.092            80.251                              5.368                            16.028
 
12/22/2011 12:14:04.342            80.501                              5.371                            16.037
 
12/22/2011 12:14:04.592            80.751                              5.369                            16.032
 
12/22/2011 12:14:04.842            81.001                              5.370                            16.035
 
12/22/2011 12:14:05.092            81.251                              5.368                            16.029 12/22/2011 12:14:05.342            81.501                              5.366                            16.022 12/22/2011 12:14:05.592            81.751                              5.372                            16.041
 
12/22/2011 12:14:05.842            82.001                              5.371                            16.037 12/22/2011 12:14:06.092            82.251                              5.367                            16.026 12/22/2011 12:14:06.342            82.501                              5.366                            16.025
 
12/22/2011 12:14:06.592            82.751                              5.372                            16.041
 
12/22/2011 12:14:06.842            83.001                              5.370                            16.035 12/22/2011 12:14:07.092            83.251                              5.369                            16.031 12/22/2011 12:14:07.342            83.501                              5.372                            16.041
 
12/22/2011 12:14:07.592            83.751                              5.368                            16.029
 
12/22/2011 12:14:07.842            84.001                              5.371                            16.037 12/22/2011 12:14:08.092            84.251                              5.370                            16.035 12/22/2011 12:14:08.342            84.501                              5.367                            16.026 12/22/2011 12:14:08.592            84.751                              5.367                            16.027 12/22/2011 12:14:08.842            85.001                              5.367                            16.027
 
12/22/2011 12:14:09.092            85.251                              5.370                            16.035
 
12/22/2011 12:14:09.342            85.501                              5.368                            16.028
 
12/22/2011 12:14:09.592            85.751                              5.369                            16.033
 
12/22/2011 12:14:09.842            86.001                              5.367                            16.027 12/22/2011 12:14:10.092            86.251                              5.369                            16.032 12/22/2011 12:14:10.342            86.501                              5.372                            16.041
 
12/22/2011 12:14:10.592            86.751                              5.368                            16.028
 
12/22/2011 12:14:10.842            87.001                              5.371                            16.037
 
12/22/2011 12:14:11.092            87.251                              5.370                            16.036
 
12/22/2011 12:14:11.342            87.501                              5.370                            16.036 12/22/2011 12:14:11.592            87.751                              5.367                            16.025 12/22/2011 12:14:11.842            88.001                              5.369                            16.031
 
12/22/2011 12:14:12.092            88.251                              5.370                            16.036
 
12/22/2011 12:14:12.342            88.501                              5.369                            16.032
 
12/22/2011 12:14:12.592            88.751                              5.369                            16.032
 
12/22/2011 12:14:12.842            89.001                              5.368                            16.030 12/22/2011 12:14:13.092            89.251                              5.366                            16.025 12/22/2011 12:14:13.342            89.501                              5.370                            16.034
 
12/22/2011 12:14:13.592            89.751                              5.369                            16.033
 
12/22/2011 12:14:13.842            90.001                              5.368                            16.028 12/22/2011 12:14:14.092            90.251                              5.370                            16.034 12/22/2011 12:14:14.342            90.501                              5.367                            16.027
 
12/22/2011 12:14:14.592            90.751                              5.369                            16.032 12/22/2011 12:14:14.842            91.001                              5.367                            16.025 12/22/2011 12:14:15.092            91.251                              5.367                            16.027
 
12/22/2011 12:14:15.342            91.501                              5.367                            16.027
 
12/22/2011 12:14:15.592            91.751                              5.368                            16.028
 
12/22/2011 12:14:15.842            92.001                              5.369                            16.033 12/22/2011 12:14:16.092            92.251                              5.368                            16.029 12/22/2011 12:14:16.342            92.501                              5.365                            16.021 12/22/2011 12:14:16.592            92.751                              5.368                            16.029
 
12/22/2011 12:14:16.842            93.001                              5.368                            16.029
 
12/22/2011 12:14:17.092            93.251                              5.368                            16.028
 
12/22/2011 12:14:17.342            93.501                              5.369                            16.032
 
12/22/2011 12:14:17.592            93.751                              5.368                            16.028 12/22/2011 12:14:17.842            94.001                              5.367                            16.026 12/22/2011 12:14:18.092            94.251                              5.369                            16.033
 
12/22/2011 12:14:18.342            94.501                              5.367                            16.027
 
12/22/2011 12:14:18.592            94.751                              5.366                            16.024
 
12/22/2011 12:14:18.842            95.001                              5.365                            16.019
 
12/22/2011 12:14:19.092            95.251                              5.368                            16.028 12/22/2011 12:14:19.342            95.501                              5.365                            16.021 12/22/2011 12:14:19.592            95.751                              5.370                            16.036
 
12/22/2011 12:14:19.842            96.001                              5.370                            16.034
 
12/22/2011 12:14:20.092            96.251                              5.368                            16.029
 
12/22/2011 12:14:20.342            96.501                              5.369                            16.033
 
12/22/2011 12:14:20.592            96.751                              5.368                            16.028 12/22/2011 12:14:20.842            97.001                              5.368                            16.029 12/22/2011 12:14:21.092            97.251                              5.369                            16.033
 
12/22/2011 12:14:21.342            97.501                              5.366                            16.023
 
12/22/2011 12:14:21.592            97.751                              5.368                            16.028
 
12/22/2011 12:14:21.842            98.001                              5.372                            16.043
 
12/22/2011 12:14:22.092            98.251                              5.372                            16.042
 
12/22/2011 12:14:22.342            98.501                              5.369                            16.032 12/22/2011 12:14:22.592            98.751                              5.368                            16.028 12/22/2011 12:14:22.842            99.001                              5.371                            16.038
 
12/22/2011 12:14:23.092            99.251                              5.369                            16.033
 
12/22/2011 12:14:23.342            99.501                              5.373                            16.044
 
12/22/2011 12:14:23.592            99.751                              5.369                            16.032
 
12/22/2011 12:14:23.842          100.001                              5.371                            16.039 12/22/2011 12:14:24.092          100.251                              5.371                            16.037 12/22/2011 12:14:24.342          100.501                              5.368                            16.030
 
12/22/2011 12:14:24.592          100.751                              5.370                            16.035
 
12/22/2011 12:14:24.842          101.001                              5.370                            16.035
 
12/22/2011 12:14:25.092          101.251                              5.368                            16.030
 
12/22/2011 12:14:25.342          101.501                              5.368                            16.030 12/22/2011 12:14:25.592          101.751                              5.369                            16.033 12/22/2011 12:14:25.842          102.001                              5.369                            16.032
 
12/22/2011 12:14:26.092          102.251                              5.368                            16.029 12/22/2011 12:14:26.342          102.501                              5.369                            16.033 12/22/2011 12:14:26.592          102.751                              5.367                            16.025
 
12/22/2011 12:14:26.842          103.001                              5.366                            16.025
 
12/22/2011 12:14:27.092          103.251                              5.365                            16.021 12/22/2011 12:14:27.342          103.501                              5.368                            16.030 12/22/2011 12:14:27.592          103.751                              5.368                            16.030
 
12/22/2011 12:14:27.842          104.001                              5.366                            16.024
 
12/22/2011 12:14:28.092          104.251                              5.369                            16.033 12/22/2011 12:14:28.342          104.501                              5.365                            16.019 12/22/2011 12:14:28.592          104.751                              5.372                            16.040 12/22/2011 12:14:28.842          105.001                              5.367                            16.027 12/22/2011 12:14:29.092          105.251                              5.366                            16.025
 
12/22/2011 12:14:29.342          105.501                              5.368                            16.029
 
12/22/2011 12:14:29.592          105.751                              5.368                            16.029
 
12/22/2011 12:14:29.842          106.001                              5.370                            16.036
 
12/22/2011 12:14:30.092          106.251                              5.368                            16.029 12/22/2011 12:14:30.342          106.501                              5.370                            16.036 12/22/2011 12:14:30.592          106.751                              5.369                            16.031
 
12/22/2011 12:14:30.842          107.001                              5.367                            16.025
 
12/22/2011 12:14:31.092          107.251                              5.371                            16.038
 
12/22/2011 12:14:31.342          107.501                              5.368                            16.028
 
12/22/2011 12:14:31.592          107.751                              5.368                            16.028 12/22/2011 12:14:31.842          108.001                              5.369                            16.032 12/22/2011 12:14:32.092          108.251                              5.372                            16.042
 
12/22/2011 12:14:32.342          108.501                              5.368                            16.030
 
12/22/2011 12:14:32.592          108.751                              5.370                            16.034
 
12/22/2011 12:14:32.842          109.001                              5.370                            16.036
 
12/22/2011 12:14:33.092          109.251                              5.377                            16.055 12/22/2011 12:14:33.342          109.501                              6.188                            18.478 12/22/2011 12:14:33.592          109.751                              5.576                            16.650
 
12/22/2011 12:14:33.842          110.001                              5.316                            15.875
 
12/22/2011 12:14:34.092          110.251                              5.383                            16.073 12/22/2011 12:14:34.342          110.501                              5.384                            16.077 12/22/2011 12:14:34.592          110.751                              5.316                            15.875
 
12/22/2011 12:14:34.842          111.001                              5.369                            16.031 12/22/2011 12:14:35.092          111.251                              5.374                            16.048 12/22/2011 12:14:35.342          111.501                              5.369                            16.032


12/22/2011 12:14:35.592          111.751                              5.368                            16.029
Spoon OD (in.) =
 
2.0 Energy Ratio (ER) =
12/22/2011 12:14:35.842          112.001                              5.364                            16.018
72 Return Period =
 
4,975 years Spoon ID (in.) =
12/22/2011 12:14:36.092          112.251                              5.364                            16.017 12/22/2011 12:14:36.342          112.501                              5.361                            16.009 12/22/2011 12:14:36.592          112.751                              5.358                            16.001 12/22/2011 12:14:36.842          113.001                              5.359                            16.004
1.375 Hole Dia (I.D. for HSA) =
 
83 (65-115, 150 or 200) mm Mw =
12/22/2011 12:14:37.092          113.251                              5.359                            16.001
5.80 Hammer weight (lb) =
 
140 Sampler Lined (Y/N) =
12/22/2011 12:14:37.342          113.501                              5.356                            15.993
N/A PGA =
 
0.13 g
12/22/2011 12:14:37.592          113.751                              5.358                            16.000
Hammer Drop (in.) =
 
30 PGAROCK =
12/22/2011 12:14:37.842          114.001                              5.353                            15.983 12/22/2011 12:14:38.092          114.251                              5.356                            15.994 12/22/2011 12:14:38.342          114.501                              5.357                            15.997
0.08 g
 
Hammer Type =
12/22/2011 12:14:38.592          114.751                              5.355                            15.990
FPGA =
 
1.6 Drilling Method =
12/22/2011 12:14:38.842          115.001                              5.354                            15.987
Standard SPT Spoon OD (in.) =
 
2.0 Standard SPT Spoon ID (in.) =
12/22/2011 12:14:39.092          115.251                              5.356                            15.993
1.375 Depth GW =
 
30 ft 826.4 ft Standard SPT Hammer weight (lb) =
12/22/2011 12:14:39.342          115.501                              5.352                            15.982 12/22/2011 12:14:39.592          115.751                              5.356                            15.993 12/22/2011 12:14:39.842          116.001                              5.355                            15.989
140 Standard SPT Hammer Drop (in.) =
 
30 Surcharge:
12/22/2011 12:14:40.092          116.251                              5.354                            15.988
0 psf Height of Surcharge:
 
0 ft G11-07 non-standard energy
12/22/2011 12:14:40.342          116.501                              5.351                            15.979
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
 
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
12/22/2011 12:14:40.592          116.751                              5.352                            15.983
'1 surcharge, k=
 
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
12/22/2011 12:14:40.842          117.001                              5.352                            15.981 12/22/2011 12:14:41.092          117.251                              5.354                            15.988 12/22/2011 12:14:41.342          117.501                              5.353                            15.985
(ft)
 
(ft)
12/22/2011 12:14:41.592          117.751                              5.353                            15.983
Type (pcf)
 
(blows/ft)
12/22/2011 12:14:41.842          118.001                              5.354                            15.988
(Heave, etc.)
 
(%)
12/22/2011 12:14:42.092          118.251                              5.353                            15.984
(psf)
 
(psf)
12/22/2011 12:14:42.342          118.501                              5.352                            15.981
CN CHS Cs CER CR CB (blows/ft)
 
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 823.9 Sand 105 16 3
12/22/2011 12:14:42.592          118.751                              5.352                            15.981 12/22/2011 12:14:42.842          119.001                              5.353                            15.985 12/22/2011 12:14:43.092          119.251                              5.353                            15.985
263 263 1.70 1.00 1.00 1.20 0.75 1.00 14 24 67 0.000 0
 
24 0.997 0.083 0.28 1.56 1.100 0.48 5.8
12/22/2011 12:14:43.342          119.501                              5.353                            15.983
>3 No 5
 
821.4 Sand 105 46 3
12/22/2011 12:14:43.592          119.751                              5.351                            15.980
525 525 1.70 1.00 1.00 1.20 0.75 1.00 41 70 90 0.000 0
 
70 0.984 0.082 2.00 1.56 1.100 2.00 24.4
12/22/2011 12:14:43.842          120.001                              5.352                            15.982
>3 No 7.5 818.9 Sand 105 33 4
 
788 788 1.59 1.00 1.00 1.20 0.75 1.00 30 47 90 0.000 0
12/22/2011 12:14:44.092          120.251                              5.351                            15.979 12/22/2011 12:14:44.342          120.501                              5.353                            15.983 12/22/2011 12:14:44.592          120.751                              5.350                            15.975
47 0.970 0.081 2.00 1.56 1.100 2.00 24.8
 
>3 No 10 816.4 Sand 105 21 3
12/22/2011 12:14:44.842          121.001                              5.349                            15.974
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 19 26 69 0.000 0
 
26 0.955 0.079 0.32 1.56 1.100 0.55 6.9
12/22/2011 12:14:45.092          121.251                              5.353                            15.984
>3 No 15 811.4 Sand 105 12 2
 
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 12 14 50 0.000 0
12/22/2011 12:14:45.342          121.501                              5.352                            15.980
14 0.923 0.077 0.15 1.56 1.031 0.24 3.1
 
>3 No 20 806.4 Sand 105 28 3
12/22/2011 12:14:45.592          121.751                              5.352                            15.982 12/22/2011 12:14:45.842          122.001                              5.352                            15.982 12/22/2011 12:14:46.092          122.251                              5.353                            15.984
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 32 31 75 0.000 0
 
31 0.887 0.074 0.57 1.56 1.001 0.89 12.0
12/22/2011 12:14:46.342          122.501                              5.352                            15.980 12/22/2011 12:14:46.592          122.751                              5.351                            15.978 12/22/2011 12:14:46.842          123.001                              5.349                            15.974
>3 No 25 801.4 Sand 105 35 5
 
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 40 35 79 0.002 0
12/22/2011 12:14:47.092          123.251                              5.350                            15.976
35 0.849 0.071 1.07 1.56 0.943 1.57 22.3
 
>3 No 30 796.4 Sand 105 13 3
12/22/2011 12:14:47.342          123.501                              5.348                            15.970 12/22/2011 12:14:47.592          123.751                              5.349                            15.974 12/22/2011 12:14:47.842          124.001                              5.353                            15.983
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 15 12 46 0.000 0
 
12 0.809 0.067 0.13 1.56 0.960 0.20 2.9 2.9 No 35 791.4 Sand 105 25 4
12/22/2011 12:14:48.092          124.251                              5.349                            15.974
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 30 23 65 0.000 0
 
23 0.770 0.070 0.25 1.56 0.930 0.37 5.2
12/22/2011 12:14:48.342          124.501                              5.352                            15.982 12/22/2011 12:14:48.592          124.751                              5.350                            15.976 12/22/2011 12:14:48.842          125.001                              5.353                            15.984 12/22/2011 12:14:49.092          125.251                              5.352                            15.980 12/22/2011 12:14:49.342          125.501                              5.349                            15.974
>3 No 40 786.4 Sand 105 34 3
 
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 41 31 74 0.000 0
12/22/2011 12:14:49.592          125.751                              5.351                            15.978
31 0.730 0.071 0.52 1.56 0.890 0.72 10.1
 
>3 No 45 781.4 Sand 105 33 5
12/22/2011 12:14:49.842          126.001                              5.352                            15.981
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 40 29 72 0.002 0
 
29 0.692 0.072 0.42 1.56 0.888 0.58 8.1
12/22/2011 12:14:50.092          126.251                              5.349                            15.973
>3 No 50 776.4 Sand 105 33 3
 
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 40 28 71 0.000 0
12/22/2011 12:14:50.342          126.501                              5.350                            15.976 12/22/2011 12:14:50.592          126.751                              5.350                            15.976 12/22/2011 12:14:50.842          127.001                              5.348                            15.971
28 0.656 0.072 0.38 1.56 0.882 0.53 7.4
 
>3 No 60 766.4 Sand 105 15 3
12/22/2011 12:14:51.092          127.251                              5.347                            15.967
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 18 12 47 0.000 0
 
12 0.589 0.070 0.13 1.56 0.926 0.19 2.8 2.8 No 70 756.4 Sand 105 16 3
12/22/2011 12:14:51.342          127.501                              5.350                            15.977
7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 19 12 47 0.000 0
 
12 0.533 0.067 0.13 1.56 0.916 0.19 2.9 2.9 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
12/22/2011 12:14:51.592          127.751                              5.350                            15.975
(%)
 
(%)
12/22/2011 12:14:51.842          128.001                              5.350                            15.975 12/22/2011 12:14:52.092          128.251                              5.353                            15.985 12/22/2011 12:14:52.342          128.501                              5.351                            15.978
(%)
 
(inches)
12/22/2011 12:14:52.592          128.751                              5.349                            15.973
FSLIQ
 
(%)
12/22/2011 12:14:52.842          129.001                              5.351                            15.979
(inches)
 
(blows/ft)
12/22/2011 12:14:53.092          129.251                              5.354                            15.987
(%)
 
(inches)
12/22/2011 12:14:53.342          129.501                              5.350                            15.976 12/22/2011 12:14:53.592          129.751                              5.350                            15.977 12/22/2011 12:14:53.842          130.001                              5.351                            15.977
Legend 0.095 0.26 0.000 0.00%
 
0.000 5.76 67 0.00%
12/22/2011 12:14:54.092          130.251                              5.351                            15.978
0.000 24 0.083 0.00%
 
0.000 Depth Depth of sample (ft) 0.000
12/22/2011 12:14:54.342          130.501                              5.347                            15.968 12/22/2011 12:14:54.592          130.751                              5.348                            15.968 12/22/2011 12:14:54.842          131.001                              5.349                            15.973
-3.33 0.000 0.00%
 
0.000 24.42 90 0.00%
12/22/2011 12:14:55.092          131.251                              5.347                            15.968 12/22/2011 12:14:55.342          131.501                              5.351                            15.978 12/22/2011 12:14:55.592          131.751                              5.349                            15.972
0.000 70 0.082 0.00%
 
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.001
12/22/2011 12:14:55.842          132.001                              5.347                            15.967
-1.37 0.000 0.00%
 
0.000 24.77 90 0.00%
12/22/2011 12:14:56.092          132.251                              5.344                            15.959
0.000 47 0.081 0.00%
 
0.000 bulk Bulk unit weight of soil (pcf) 0.078 0.17 0.000 0.00%
12/22/2011 12:14:56.342          132.501                              5.350                            15.975 12/22/2011 12:14:56.592          132.751                              5.351                            15.978 12/22/2011 12:14:56.842          133.001                              5.351                            15.979 12/22/2011 12:14:57.092          133.251                              5.350                            15.975
0.000 6.87 69 0.00%
 
0.000 26 0.079 0.00%
12/22/2011 12:14:57.342          133.501                              5.346                            15.964
0.000 NField Uncorrected field blowcounts 0.313 0.80 0.000 0.00%
 
0.000 3.07 50 0.00%
12/22/2011 12:14:57.592          133.751                              5.350                            15.975
0.000 14 0.077 0.00%
 
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.040
12/22/2011 12:14:57.842          134.001                              5.349                            15.974
-0.17 0.000 0.00%
 
0.000 12.01 75 0.00%
12/22/2011 12:14:58.092          134.251                              5.352                            15.980 12/22/2011 12:14:58.342          134.501                              5.350                            15.975 12/22/2011 12:14:58.592          134.751                              5.349                            15.971
0.000 31 0.074 0.00%
 
0.000 Vv Total vertical stress 0.023
12/22/2011 12:14:58.842          135.001                              5.349                            15.972
-0.42 0.000 0.00%
 
0.000 22.31 79 0.00%
12/22/2011 12:14:59.092          135.251                              5.349                            15.973
0.000 35 0.071 0.00%
 
0.000 V'v Effective vertical stress 0.388 0.87 0.000 0.00%
12/22/2011 12:14:59.342          135.501                              5.345                            15.959
0.000 2.92 46 0.00%
 
0.000 12 0.067 0.00%
12/22/2011 12:14:59.592          135.751                              5.350                            15.975 12/22/2011 12:14:59.842          136.001                              5.345                            15.962 12/22/2011 12:15:00.092          136.251                              5.350                            15.975
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
 
0.111 0.34 0.000 0.00%
12/22/2011 12:15:00.342          136.501                              5.349                            15.972
0.000 5.22 65 0.00%
 
0.000 23 0.070 0.00%
12/22/2011 12:15:00.592          136.751                              5.348                            15.969
0.000 Depth GW Groundwater level below ground surface (ft) 0.043
 
-0.12 0.000 0.00%
12/22/2011 12:15:00.842          137.001                              5.351                            15.979
0.000 10.10 74 0.00%
 
0.000 31 0.071 0.00%
12/22/2011 12:15:01.092          137.251                              5.350                            15.975 12/22/2011 12:15:01.342          137.501                              5.348                            15.970 12/22/2011 12:15:01.592          137.751                              5.350                            15.974
0.000 CN Overburden correction for blowcounts 0.055
 
-0.01 0.000 0.00%
12/22/2011 12:15:01.842          138.001                              5.348                            15.970
0.000 8.06 72 0.00%
 
0.000 29 0.072 0.00%
12/22/2011 12:15:02.092          138.251                              5.348                            15.969
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.061 0.04 0.000 0.00%
 
0.000 7.37 71 0.00%
12/22/2011 12:15:02.342          138.501                              5.350                            15.976
0.000 28 0.072 0.00%
 
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.376 0.86 0.000 0.00%
12/22/2011 12:15:02.592          138.751                              5.352                            15.980
0.000 2.76 47 0.00%
 
0.000 12 0.070 0.00%
12/22/2011 12:15:02.842          139.001                              5.351                            15.978 12/22/2011 12:15:03.092          139.251                              5.347                            15.967 12/22/2011 12:15:03.342          139.501                              5.349                            15.973
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.367 0.85 0.000 0.00%
 
0.000 2.87 47 0.00%
12/22/2011 12:15:03.592          139.751                              5.348                            15.969
0.000 12 0.067 0.00%
 
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
12/22/2011 12:15:03.842          140.001                              5.349                            15.974
(for cohesionless soil only)
 
Wspt Hspt (OD^3 - ID^3)
12/22/2011 12:15:04.092          140.251                              5.349                            15.973
CHS =
 
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
12/22/2011 12:15:04.342          140.501                              5.347                            15.967 12/22/2011 12:15:04.592          140.751                              5.347                            15.966 12/22/2011 12:15:04.842          141.001                              5.349                            15.974
OD^3 - ID^3 S =
 
0.00 in S =
12/22/2011 12:15:05.092          141.251                              5.346                            15.965
0.00 in S =
 
0.00 in S =
12/22/2011 12:15:05.342          141.501                              5.349                            15.973
0.0 in 144 W H Dia Borehole diameter (mm)
 
12/22/2011 12:15:05.592          141.751                              5.351                            15.979
 
12/22/2011 12:15:05.842          142.001                              5.351                            15.979 12/22/2011 12:15:06.092          142.251                              5.349                            15.971 12/22/2011 12:15:06.342          142.501                              5.348                            15.970
 
12/22/2011 12:15:06.592          142.751                              5.349                            15.972 12/22/2011 12:15:06.842          143.001                              5.346                            15.965 12/22/2011 12:15:07.092          143.251                              5.348                            15.970
 
12/22/2011 12:15:07.342          143.501                              5.347                            15.966
 
12/22/2011 12:15:07.592          143.751                              5.351                            15.980 12/22/2011 12:15:07.842          144.001                              5.348                            15.971 12/22/2011 12:15:08.092          144.251                              5.348                            15.970
 
12/22/2011 12:15:08.342          144.501                              5.347                            15.967
 
12/22/2011 12:15:08.592          144.751                              5.346                            15.962 12/22/2011 12:15:08.842          145.001                              5.349                            15.972 12/22/2011 12:15:09.092          145.251                              5.348                            15.969 12/22/2011 12:15:09.342          145.501                              5.348                            15.968 12/22/2011 12:15:09.592          145.751                              5.345                            15.960
 
12/22/2011 12:15:09.842          146.001                              5.345                            15.961
 
12/22/2011 12:15:10.092          146.251                              5.348                            15.969
 
12/22/2011 12:15:10.342          146.501                              5.350                            15.975
 
12/22/2011 12:15:10.592          146.751                              5.348                            15.971 12/22/2011 12:15:10.842          147.001                              5.347                            15.966 12/22/2011 12:15:11.092          147.251                              5.348                            15.970
 
12/22/2011 12:15:11.342          147.501                              5.347                            15.966
 
12/22/2011 12:15:11.592          147.751                              5.348                            15.969
 
12/22/2011 12:15:11.842          148.001                              5.349                            15.972
 
12/22/2011 12:15:12.092          148.251                              5.347                            15.968 12/22/2011 12:15:12.342          148.501                              5.348                            15.968 12/22/2011 12:15:12.592          148.751                              5.349                            15.973
 
12/22/2011 12:15:12.842          149.001                              5.348                            15.971
 
12/22/2011 12:15:13.092          149.251                              5.344                            15.958
 
12/22/2011 12:15:13.342          149.501                              5.346                            15.964
 
12/22/2011 12:15:13.592          149.751                              5.347                            15.968 12/22/2011 12:15:13.842          150.001                              5.349                            15.973 12/22/2011 12:15:14.092          150.251                              5.349                            15.971
 
12/22/2011 12:15:14.342          150.501                              5.344                            15.959
 
12/22/2011 12:15:14.592          150.751                              5.346                            15.963 12/22/2011 12:15:14.842          151.001                              5.349                            15.972 12/22/2011 12:15:15.092          151.251                              5.348                            15.969
 
12/22/2011 12:15:15.342          151.501                              5.349                            15.973 12/22/2011 12:15:15.592          151.751                              5.348                            15.971 12/22/2011 12:15:15.842          152.001                              5.348                            15.969
 
12/22/2011 12:15:16.092          152.251                              5.350                            15.976
 
12/22/2011 12:15:16.342          152.501                              5.345                            15.961
 
12/22/2011 12:15:16.592          152.751                              5.348                            15.971 12/22/2011 12:15:16.842          153.001                              5.350                            15.975 12/22/2011 12:15:17.092          153.251                              5.348                            15.969 12/22/2011 12:15:17.342          153.501                              5.352                            15.981
 
12/22/2011 12:15:17.592          153.751                              5.349                            15.972
 
12/22/2011 12:15:17.842          154.001                              5.348                            15.971
 
12/22/2011 12:15:18.092          154.251                              5.351                            15.977
 
12/22/2011 12:15:18.342          154.501                              5.347                            15.968 12/22/2011 12:15:18.592          154.751                              5.347                            15.966 12/22/2011 12:15:18.842          155.001                              5.346                            15.963
 
12/22/2011 12:15:19.092          155.251                              5.349                            15.972
 
12/22/2011 12:15:19.342          155.501                              5.352                            15.980
 
12/22/2011 12:15:19.593          155.752                              5.347                            15.968
 
12/22/2011 12:15:19.842          156.001                              5.351                            15.979 12/22/2011 12:15:20.092          156.251                              5.347                            15.966 12/22/2011 12:15:20.342          156.501                              5.349                            15.972
 
12/22/2011 12:15:20.592          156.751                              5.347                            15.967
 
12/22/2011 12:15:20.842          157.001                              5.347                            15.967
 
12/22/2011 12:15:21.092          157.251                              5.349                            15.973
 
12/22/2011 12:15:21.342          157.501                              5.345                            15.962 12/22/2011 12:15:21.592          157.751                              5.348                            15.970 12/22/2011 12:15:21.842          158.001                              5.344                            15.957
 
12/22/2011 12:15:22.092          158.251                              5.349                            15.971
 
12/22/2011 12:15:22.342          158.501                              5.346                            15.964
 
12/22/2011 12:15:22.592          158.751                              5.347                            15.966
 
12/22/2011 12:15:22.842          159.001                              5.347                            15.965
 
12/22/2011 12:15:23.092          159.251                              5.349                            15.972 12/22/2011 12:15:23.342          159.501                              5.350                            15.974 12/22/2011 12:15:23.592          159.751                              5.349                            15.971
 
12/22/2011 12:15:23.842          160.001                              5.344                            15.957
 
12/22/2011 12:15:24.092          160.251                              5.349                            15.971
 
12/22/2011 12:15:24.342          160.501                              5.348                            15.969
 
12/22/2011 12:15:24.592          160.751                              5.350                            15.976 12/22/2011 12:15:24.842          161.001                              5.347                            15.967 12/22/2011 12:15:25.092          161.251                              5.350                            15.977
 
12/22/2011 12:15:25.342          161.501                              5.346                            15.962
 
12/22/2011 12:15:25.592          161.751                              5.347                            15.967
 
12/22/2011 12:15:25.842          162.001                              5.346                            15.964
 
12/22/2011 12:15:26.092          162.251                              5.348                            15.969 12/22/2011 12:15:26.342          162.501                              5.349                            15.972 12/22/2011 12:15:26.592          162.751                              5.346                            15.965
 
12/22/2011 12:15:26.842          163.001                              5.349                            15.973 12/22/2011 12:15:27.092          163.251                              5.350                            15.975 12/22/2011 12:15:27.342          163.501                              5.346                            15.965
 
12/22/2011 12:15:27.592          163.751                              5.347                            15.966
 
12/22/2011 12:15:27.842          164.001                              5.350                            15.974 12/22/2011 12:15:28.092          164.251                              5.348                            15.969 12/22/2011 12:15:28.342          164.501                              5.347                            15.968
 
12/22/2011 12:15:28.592          164.751                              5.347                            15.967
 
12/22/2011 12:15:28.842          165.001                              5.348                            15.968 12/22/2011 12:15:29.092          165.251                              5.346                            15.963 12/22/2011 12:15:29.342          165.501                              5.346                            15.964 12/22/2011 12:15:29.592          165.751                              5.348                            15.969 12/22/2011 12:15:29.842          166.001                              5.347                            15.968
 
12/22/2011 12:15:30.092          166.251                              5.348                            15.971
 
12/22/2011 12:15:30.342          166.501                              5.344                            15.959
 
12/22/2011 12:15:30.592          166.751                              5.346                            15.962
 
12/22/2011 12:15:30.842          167.001                              5.348                            15.970 12/22/2011 12:15:31.092          167.251                              5.346                            15.965 12/22/2011 12:15:31.342          167.501                              5.347                            15.967
 
12/22/2011 12:15:31.592          167.751                              5.347                            15.968
 
12/22/2011 12:15:31.842          168.001                              5.348                            15.970
 
12/22/2011 12:15:32.092          168.251                              5.348                            15.970
 
12/22/2011 12:15:32.342          168.501                              5.346                            15.962 12/22/2011 12:15:32.592          168.751                              5.345                            15.960 12/22/2011 12:15:32.842          169.001                              5.347                            15.966
 
12/22/2011 12:15:33.092          169.251                              5.346                            15.962
 
12/22/2011 12:15:33.342          169.501                              5.349                            15.972
 
12/22/2011 12:15:33.592          169.751                              5.348                            15.970
 
12/22/2011 12:15:33.842          170.001                              5.347                            15.967 12/22/2011 12:15:34.092          170.251                              5.348                            15.969 12/22/2011 12:15:34.342          170.501                              5.347                            15.966
 
12/22/2011 12:15:34.592          170.751                              5.344                            15.959
 
12/22/2011 12:15:34.842          171.001                              5.344                            15.959 12/22/2011 12:15:35.092          171.251                              5.349                            15.973 12/22/2011 12:15:35.342          171.501                              5.345                            15.960
 
12/22/2011 12:15:35.592          171.751                              5.347                            15.965 12/22/2011 12:15:35.842          172.001                              5.349                            15.973 12/22/2011 12:15:36.092          172.251                              5.346                            15.963
 
12/22/2011 12:15:36.342          172.501                              5.349                            15.971
 
12/22/2011 12:15:36.592          172.751                              5.221                            15.591
 
12/22/2011 12:15:36.842          173.001                              5.092                            15.205 12/22/2011 12:15:37.092          173.251                              5.314                            15.868 12/22/2011 12:15:37.342          173.501                              5.251                            15.680 12/22/2011 12:15:37.592          173.751                              5.389                            16.093
 
12/22/2011 12:15:37.842          174.001                              5.299                            15.824
 
12/22/2011 12:15:38.092          174.251                              5.224                            15.599
 
12/22/2011 12:15:38.342          174.501                              5.192                            15.504
 
12/22/2011 12:15:38.592          174.751                              5.200                            15.527 12/22/2011 12:15:38.842          175.001                              5.233                            15.625 12/22/2011 12:15:39.092          175.251                              5.275                            15.751
 
12/22/2011 12:15:39.342          175.501                              5.298                            15.819
 
12/22/2011 12:15:39.592          175.751                              5.311                            15.860
 
12/22/2011 12:15:39.842          176.001                              5.317                            15.878
 
12/22/2011 12:15:40.092          176.251                              5.327                            15.907 12/22/2011 12:15:40.342          176.501                              5.329                            15.914 12/22/2011 12:15:40.592          176.751                              5.334                            15.927
 
12/22/2011 12:15:40.842          177.001                              5.334                            15.927
 
12/22/2011 12:15:41.092          177.251                              5.336                            15.935
 
12/22/2011 12:15:41.342          177.501                              5.341                            15.948
 
12/22/2011 12:15:41.592          177.751                              5.340                            15.946 12/22/2011 12:15:41.842          178.001                              5.337                            15.938 12/22/2011 12:15:42.092          178.251                              5.341                            15.950
 
12/22/2011 12:15:42.342          178.501                              5.338                            15.939
 
12/22/2011 12:15:42.592          178.751                              5.342                            15.953
 
12/22/2011 12:15:42.842          179.001                              5.341                            15.948
 
12/22/2011 12:15:43.092          179.251                              5.343                            15.956
 
12/22/2011 12:15:43.342          179.501                              5.340                            15.947 12/22/2011 12:15:43.592          179.751                              5.345                            15.960 12/22/2011 12:15:43.842          180.001                              5.343                            15.954
 
12/22/2011 12:15:44.092          180.251                              5.346                            15.963
 
12/22/2011 12:15:44.342          180.501                              5.343                            15.955
 
12/22/2011 12:15:44.592          180.751                              5.344                            15.957
 
12/22/2011 12:15:44.842          181.001                              5.343                            15.955 12/22/2011 12:15:45.092          181.251                              5.343                            15.955 12/22/2011 12:15:45.342          181.501                              5.345                            15.962
 
12/22/2011 12:15:45.592          181.751                              5.345                            15.961
 
12/22/2011 12:15:45.842          182.001                              5.348                            15.969
 
12/22/2011 12:15:46.092          182.251                              5.344                            15.959
 
12/22/2011 12:15:46.342          182.501                              5.346                            15.965 12/22/2011 12:15:46.592          182.751                              5.345                            15.961 12/22/2011 12:15:46.842          183.001                              5.345                            15.961
 
12/22/2011 12:15:47.092          183.251                              5.345                            15.959 12/22/2011 12:15:47.342          183.501                              5.343                            15.953 12/22/2011 12:15:47.592          183.751                              5.346                            15.962
 
12/22/2011 12:15:47.842          184.001                              5.348                            15.968
 
12/22/2011 12:15:48.092          184.251                              5.345                            15.961 12/22/2011 12:15:48.342          184.501                              5.344                            15.959 12/22/2011 12:15:48.592          184.751                              5.345                            15.962
 
12/22/2011 12:15:48.842          185.001                              5.344                            15.958
 
12/22/2011 12:15:49.092          185.251                              5.346                            15.962 12/22/2011 12:15:49.342          185.501                              5.346                            15.964 12/22/2011 12:15:49.592          185.751                              5.346                            15.962 12/22/2011 12:15:49.842          186.001                              5.346                            15.963 12/22/2011 12:15:50.092          186.251                              5.346                            15.964
 
12/22/2011 12:15:50.342          186.501                              5.348                            15.970
 
12/22/2011 12:15:50.592          186.751                              5.348                            15.970
 
12/22/2011 12:15:50.842          187.001                              5.346                            15.965
 
12/22/2011 12:15:51.092          187.251                              5.345                            15.960 12/22/2011 12:15:51.342          187.501                              5.347                            15.966 12/22/2011 12:15:51.592          187.751                              5.344                            15.957
 
12/22/2011 12:15:51.842          188.001                              5.348                            15.968
 
12/22/2011 12:15:52.092          188.251                              5.348                            15.970
 
12/22/2011 12:15:52.342          188.501                              5.346                            15.963
 
12/22/2011 12:15:52.592          188.751                              5.345                            15.962 12/22/2011 12:15:52.842          189.001                              5.347                            15.966 12/22/2011 12:15:53.092          189.251                              5.349                            15.972
 
12/22/2011 12:15:53.342          189.501                              5.347                            15.965
 
12/22/2011 12:15:53.592          189.751                              5.347                            15.965
 
12/22/2011 12:15:53.842          190.001                              5.346                            15.964
 
12/22/2011 12:15:54.092          190.251                              5.345                            15.962 12/22/2011 12:15:54.342          190.501                              5.346                            15.964 12/22/2011 12:15:54.592          190.751                              5.346                            15.964
 
12/22/2011 12:15:54.842          191.001                              5.345                            15.960
 
12/22/2011 12:15:55.092          191.251                              5.347                            15.965 12/22/2011 12:15:55.342          191.501                              5.345                            15.960 12/22/2011 12:15:55.592          191.751                              5.348                            15.970
 
12/22/2011 12:15:55.842          192.001                              5.345                            15.960 12/22/2011 12:15:56.092          192.251                              5.349                            15.974 12/22/2011 12:15:56.342          192.501                              5.348                            15.969
 
12/22/2011 12:15:56.592          192.751                              5.346                            15.964
 
12/22/2011 12:15:56.842          193.001                              5.350                            15.976
 
12/22/2011 12:15:57.092          193.251                              5.346                            15.964 12/22/2011 12:15:57.342          193.501                              5.345                            15.960 12/22/2011 12:15:57.592          193.751                              5.348                            15.969 12/22/2011 12:15:57.842          194.001                              5.346                            15.963
 
12/22/2011 12:15:58.092          194.251                              5.348                            15.969
 
12/22/2011 12:15:58.342          194.501                              5.346                            15.965
 
12/22/2011 12:15:58.592          194.751                              5.349                            15.971
 
12/22/2011 12:15:58.842          195.001                              5.346                            15.963 12/22/2011 12:15:59.092          195.251                              5.347                            15.965 12/22/2011 12:15:59.342          195.501                              5.349                            15.971
 
12/22/2011 12:15:59.592          195.751                              5.348                            15.970
 
12/22/2011 12:15:59.842          196.001                              5.344                            15.959
 
12/22/2011 12:16:00.092          196.251                              5.348                            15.970
 
12/22/2011 12:16:00.342          196.501                              5.347                            15.967 12/22/2011 12:16:00.592          196.751                              5.345                            15.961 12/22/2011 12:16:00.842          197.001                              5.346                            15.964
 
12/22/2011 12:16:01.092          197.251                              5.348                            15.970
 
12/22/2011 12:16:01.342          197.501                              5.347                            15.965
 
12/22/2011 12:16:01.592          197.751                              5.347                            15.966
 
12/22/2011 12:16:01.842          198.001                              5.349                            15.972 12/22/2011 12:16:02.092          198.251                              5.347                            15.967 12/22/2011 12:16:02.342          198.501                              5.346                            15.965
 
12/22/2011 12:16:02.592          198.751                              5.347                            15.967
 
12/22/2011 12:16:02.842          199.001                              5.346                            15.962
 
12/22/2011 12:16:03.092          199.251                              5.345                            15.960
 
12/22/2011 12:16:03.342          199.501                              5.346                            15.965
 
12/22/2011 12:16:03.592          199.751                              5.348                            15.970 12/22/2011 12:16:03.842          200.001                              5.347                            15.968 12/22/2011 12:16:04.092          200.251                              5.347                            15.965
 
12/22/2011 12:16:04.342          200.501                              5.349                            15.971
 
12/22/2011 12:16:04.592          200.751                              5.349                            15.971
 
12/22/2011 12:16:04.842          201.001                              5.348                            15.968
 
12/22/2011 12:16:05.092          201.251                              5.346                            15.964 12/22/2011 12:16:05.342          201.501                              5.346                            15.963 12/22/2011 12:16:05.592          201.751                              5.348                            15.969
 
12/22/2011 12:16:05.842          202.001                              5.344                            15.958
 
12/22/2011 12:16:06.092          202.251                              5.347                            15.965
 
12/22/2011 12:16:06.342          202.501                              5.348                            15.968
 
12/22/2011 12:16:06.592          202.751                              5.346                            15.965 12/22/2011 12:16:06.842          203.001                              5.347                            15.968 12/22/2011 12:16:07.092          203.251                              5.350                            15.976
 
12/22/2011 12:16:07.342          203.501                              5.349                            15.972 12/22/2011 12:16:07.592          203.751                              5.349                            15.972 12/22/2011 12:16:07.842          204.001                              5.346                            15.965
 
12/22/2011 12:16:08.092          204.251                              5.347                            15.968
 
12/22/2011 12:16:08.342          204.501                              5.349                            15.974 12/22/2011 12:16:08.592          204.751                              5.349                            15.971 12/22/2011 12:16:08.842          205.001                              5.348                            15.970
 
12/22/2011 12:16:09.092          205.251                              5.350                            15.976
 
12/22/2011 12:16:09.342          205.501                              5.349                            15.972 12/22/2011 12:16:09.592          205.751                              5.348                            15.970 12/22/2011 12:16:09.842          206.001                              5.348                            15.971 12/22/2011 12:16:10.092          206.251                              5.348                            15.970 12/22/2011 12:16:10.342          206.501                              5.349                            15.974
 
12/22/2011 12:16:10.592          206.751                              5.347                            15.966
 
12/22/2011 12:16:10.842          207.001                              5.347                            15.967
 
12/22/2011 12:16:11.092          207.251                              5.346                            15.963
 
12/22/2011 12:16:11.342          207.501                              5.349                            15.973 12/22/2011 12:16:11.592          207.751                              5.348                            15.968 12/22/2011 12:16:11.842          208.001                              5.351                            15.978
 
12/22/2011 12:16:12.092          208.251                              5.348                            15.970
 
12/22/2011 12:16:12.342          208.501                              5.349                            15.972
 
12/22/2011 12:16:12.592          208.751                              5.347                            15.967
 
12/22/2011 12:16:12.842          209.001                              5.345                            15.961 12/22/2011 12:16:13.092          209.251                              5.348                            15.970 12/22/2011 12:16:13.342          209.501                              5.346                            15.963
 
12/22/2011 12:16:13.592          209.751                              5.344                            15.959
 
12/22/2011 12:16:13.842          210.001                              5.344                            15.957
 
12/22/2011 12:16:14.092          210.251                              5.345                            15.961
 
12/22/2011 12:16:14.342          210.501                              5.348                            15.970 12/22/2011 12:16:14.592          210.751                              5.346                            15.962 12/22/2011 12:16:14.842          211.001                              5.346                            15.965
 
12/22/2011 12:16:15.092          211.251                              5.349                            15.972
 
12/22/2011 12:16:15.342          211.501                              5.347                            15.967 12/22/2011 12:16:15.592          211.751                              5.345                            15.960 12/22/2011 12:16:15.842          212.001                              5.348                            15.969
 
12/22/2011 12:16:16.092          212.251                              5.347                            15.966 12/22/2011 12:16:16.342          212.501                              5.345                            15.960 12/22/2011 12:16:16.592          212.751                              5.345                            15.962
 
12/22/2011 12:16:16.842          213.001                              5.351                            15.978
 
12/22/2011 12:16:17.092          213.251                              5.348                            15.969
 
12/22/2011 12:16:17.342          213.501                              5.348                            15.969 12/22/2011 12:16:17.592          213.751                              5.346                            15.964 12/22/2011 12:16:17.842          214.001                              5.345                            15.962 12/22/2011 12:16:18.092          214.251                              5.348                            15.969
 
12/22/2011 12:16:18.342          214.501                              5.347                            15.968
 
12/22/2011 12:16:18.592          214.751                              5.348                            15.971
 
12/22/2011 12:16:18.842          215.001                              5.349                            15.971
 
12/22/2011 12:16:19.092          215.251                              5.346                            15.962 12/22/2011 12:16:19.342          215.501                              5.346                            15.964 12/22/2011 12:16:19.592          215.751                              5.348                            15.969
 
12/22/2011 12:16:19.842          216.001                              5.347                            15.967
 
12/22/2011 12:16:20.092          216.251                              5.349                            15.973
 
12/22/2011 12:16:20.342          216.501                              5.344                            15.958
 
12/22/2011 12:16:20.592          216.751                              5.348                            15.969 12/22/2011 12:16:20.842          217.001                              5.346                            15.965 12/22/2011 12:16:21.092          217.251                              5.344                            15.957
 
12/22/2011 12:16:21.342          217.501                              5.351                            15.977
 
12/22/2011 12:16:21.592          217.751                              5.347                            15.968
 
12/22/2011 12:16:21.842          218.001                              5.347                            15.968
 
12/22/2011 12:16:22.092          218.251                              5.350                            15.974 12/22/2011 12:16:22.342          218.501                              5.345                            15.962 12/22/2011 12:16:22.592          218.751                              5.348                            15.971
 
12/22/2011 12:16:22.842          219.001                              5.350                            15.975
 
12/22/2011 12:16:23.092          219.251                              5.349                            15.973
 
12/22/2011 12:16:23.342          219.501                              5.344                            15.956
 
12/22/2011 12:16:23.592          219.751                              5.349                            15.973
 
12/22/2011 12:16:23.842          220.001                              5.345                            15.960 12/22/2011 12:16:24.092          220.251                              5.348                            15.969 12/22/2011 12:16:24.342          220.501                              5.348                            15.970
 
12/22/2011 12:16:24.592          220.751                              5.347                            15.968
 
12/22/2011 12:16:24.842          221.001                              5.343                            15.956
 
12/22/2011 12:16:25.092          221.251                              5.349                            15.974
 
12/22/2011 12:16:25.342          221.501                              5.346                            15.965 12/22/2011 12:16:25.592          221.751                              5.346                            15.964 12/22/2011 12:16:25.842          222.001                              5.344                            15.957
 
12/22/2011 12:16:26.092          222.251                              5.349                            15.971
 
12/22/2011 12:16:26.342          222.501                              5.351                            15.977
 
12/22/2011 12:16:26.592          222.751                              5.348                            15.969
 
12/22/2011 12:16:26.842          223.001                              5.347                            15.965 12/22/2011 12:16:27.092          223.251                              5.345                            15.960 12/22/2011 12:16:27.342          223.501                              5.346                            15.963
 
12/22/2011 12:16:27.592          223.751                              5.346                            15.965 12/22/2011 12:16:27.842          224.001                              5.345                            15.960 12/22/2011 12:16:28.092          224.251                              5.344                            15.959
 
12/22/2011 12:16:28.343          224.502                              5.346                            15.965
 
12/22/2011 12:16:28.592          224.751                              5.347                            15.968 12/22/2011 12:16:28.842          225.001                              5.346                            15.964 12/22/2011 12:16:29.092          225.251                              5.349                            15.972
 
12/22/2011 12:16:29.342          225.501                              5.348                            15.969
 
12/22/2011 12:16:29.592          225.751                              5.349                            15.972 12/22/2011 12:16:29.842          226.001                              5.344                            15.957 12/22/2011 12:16:30.092          226.251                              5.348                            15.970 12/22/2011 12:16:30.342          226.501                              5.346                            15.964 12/22/2011 12:16:30.592          226.751                              5.348                            15.971
 
12/22/2011 12:16:30.842          227.001                              5.344                            15.959
 
12/22/2011 12:16:31.092          227.251                              5.346                            15.965
 
12/22/2011 12:16:31.342          227.501                              5.345                            15.962
 
12/22/2011 12:16:31.592          227.751                              5.343                            15.956 12/22/2011 12:16:31.842          228.001                              5.348                            15.971 12/22/2011 12:16:32.092          228.251                              5.346                            15.964
 
12/22/2011 12:16:32.342          228.501                              5.347                            15.966
 
12/22/2011 12:16:32.592          228.751                              5.346                            15.964
 
12/22/2011 12:16:32.842          229.001                              5.347                            15.965
 
12/22/2011 12:16:33.092          229.251                              5.350                            15.975 12/22/2011 12:16:33.342          229.501                              5.346                            15.964 12/22/2011 12:16:33.592          229.751                              5.350                            15.976
 
12/22/2011 12:16:33.842          230.001                              5.345                            15.961
 
12/22/2011 12:16:34.092          230.251                              5.347                            15.966
 
12/22/2011 12:16:34.342          230.501                              5.347                            15.967
 
12/22/2011 12:16:34.592          230.751                              5.347                            15.968 12/22/2011 12:16:34.842          231.001                              5.346                            15.964 12/22/2011 12:16:35.092          231.251                              5.347                            15.968
 
12/22/2011 12:16:35.342          231.501                              5.347                            15.967
 
12/22/2011 12:16:35.592          231.751                              5.345                            15.960 12/22/2011 12:16:35.842          232.001                              5.346                            15.964 12/22/2011 12:16:36.092          232.251                              5.349                            15.972
 
12/22/2011 12:16:36.342          232.501                              5.348                            15.970 12/22/2011 12:16:36.592          232.751                              5.345                            15.961 12/22/2011 12:16:36.842          233.001                              5.350                            15.975
 
12/22/2011 12:16:37.092          233.251                              5.349                            15.973
 
12/22/2011 12:16:37.342          233.501                              5.344                            15.959
 
12/22/2011 12:16:37.592          233.751                              5.349                            15.972 12/22/2011 12:16:37.842          234.001                              5.346                            15.962 12/22/2011 12:16:38.092          234.251                              5.347                            15.967 12/22/2011 12:16:38.342          234.501                              5.344                            15.958
 
12/22/2011 12:16:38.592          234.751                              5.344                            15.959
 
12/22/2011 12:16:38.842          235.001                              5.349                            15.973
 
12/22/2011 12:16:39.092          235.251                              5.346                            15.965
 
12/22/2011 12:16:39.342          235.501                              5.349                            15.971 12/22/2011 12:16:39.592          235.751                              5.348                            15.970 12/22/2011 12:16:39.842          236.001                              5.346                            15.965
 
12/22/2011 12:16:40.092          236.251                              5.349                            15.971
 
12/22/2011 12:16:40.342          236.501                              5.345                            15.961
 
12/22/2011 12:16:40.592          236.751                              5.348                            15.970
 
12/22/2011 12:16:40.842          237.001                              5.345                            15.962 12/22/2011 12:16:41.092          237.251                              5.351                            15.977 12/22/2011 12:16:41.342          237.501                              5.347                            15.967
 
12/22/2011 12:16:41.597          237.756                              5.347                            15.967
 
12/22/2011 12:16:41.842          238.001                              5.345                            15.959
 
12/22/2011 12:16:42.092          238.251                              5.343                            15.954
 
12/22/2011 12:16:42.342          238.501                              5.347                            15.968 12/22/2011 12:16:42.592          238.751                              5.344                            15.959 12/22/2011 12:16:42.842          239.001                              5.347                            15.965
 
12/22/2011 12:16:43.092          239.251                              5.347                            15.967
 
12/22/2011 12:16:43.342          239.501                              5.347                            15.966
 
12/22/2011 12:16:43.592          239.751                              5.347                            15.967
 
12/22/2011 12:16:43.842          240.001                              5.346                            15.963
 
12/22/2011 12:16:44.092          240.251                              5.349                            15.973 12/22/2011 12:16:44.342          240.501                              5.348                            15.969 12/22/2011 12:16:44.592          240.751                              5.347                            15.968
 
12/22/2011 12:16:44.842          241.001                              5.346                            15.965
 
12/22/2011 12:16:45.092          241.251                              5.346                            15.963
 
12/22/2011 12:16:45.342          241.501                              5.347                            15.967
 
12/22/2011 12:16:45.592          241.751                              5.348                            15.971 12/22/2011 12:16:45.842          242.001                              5.345                            15.960 12/22/2011 12:16:46.092          242.251                              5.349                            15.971
 
12/22/2011 12:16:46.342          242.501                              5.349                            15.972
 
12/22/2011 12:16:46.592          242.751                              5.345                            15.962
 
12/22/2011 12:16:46.847          243.006                              5.347                            15.968
 
12/22/2011 12:16:47.092          243.251                              5.348                            15.971 Appendix F Results of Liquefaction Analysis Notes:1)Factors of safety against liquefaction is calculated based on "Simplified Method."  The empirical basis for this method islimited to about 50 to 60 ft depths below ground surface. 2)Soils below 50 to 60 ft depths are generally considered non-liquefiable (under the design seismic loads) due to the high effe ctivestress that confines the soil and provides resistance to liquefaction.3)Existing ground surface at the boreholes ranges between elevations 819 and 826 ft.
 
4)SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI PROJECT NO.:  113-81051 PROJECT  FILE:  SHINE_LiqPotandSettle.xlsx  BY:  TER  DATE:  07/20/12Plot of Corrected Blow Count s and Liquefaction Potential Corrected Blow Counts and Factor of Safety Against Liquefaction - Boreholes G11-01 thru G11-10Figure F-1 Factor of Safety greater than 1.4 is considered "high" and "soil elements would suffer relatively minor cyclic porepressure generation" (NUREG/CR-5741, U.S. ACOE, 2000).720725 730735740 745750755760765770775780785790 795 800805810 815820825 8300102030405060Elevation(ft)(N1)60CorrectedBlowCounts(blowsperfoot)G1101G1102G1103G1104G1105G1106G1107G1108G1109G11101.41.1720725730735740745750 755760765770775780785790795800805810815 82082583000.511.522.53Elevation(ft)FactorofSafety>3 Notes:1)Factors of safety against liquefaction is calculated based on "Simplified Method."  The empirical basis for this method islimited to about 50 to 60 ft depths below ground surface. 2)Soils below 50 to 60 ft depths are generally considered non-liquefiable (under the design seismic loads) due to the high effe ctivestress that confines the soil and provides resistance to liquefaction.3)Existing ground surface at BoreholeVSP-01 is elevation 825 ft.SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI PROJECT NO.:  113-81051 PROJECT  FILE:  SHINE_LiqPotandSettle.xlsx  BY:  TER  DATE:  07/20/12Shear Wave Velocity and Factor of Safety Against Liquefaction - Borehole VSP-01Figure F-2 Plot of Shear Wave Velocity and Liquefaction Potential - Borehole VSP-01 1.11.4720725730735 740745750 755 760 765770775780785 790 795 800805810815820 825 83000.511.522.53Elevation,ftFactorofSafety05 10 152025 303540 45 50 55 60 657075 80 85 9095100720725730 735740745 750755760765770 775780785790795800805810815 82082583005001,0001,5002,000Depthbelowgroundsurface,ftElevation,ftShearWaveVelocity,ft/sVSP01>3 Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft819.1ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-01non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5816.6Sand1051532632631.701.001.001.200.751.001423640.0000230.9970.0830.251.561.1000.435.1>3No5814.1Sand1052635255251.701.001.001.200.751.002340850.0000400.9840.0822.001.561.1002.0024.4>3No7.5811.6Sand1053137887881.591.001.001.200.751.002844900.0000440.9700.0812.001.561.1002.0024.8>3No10809.1Sand1052331,0501,0501.381.001.001.200.751.002129720.0000290.9550.0790.411.561.1000.708.8>3No 15804.1Sand1051421,5751,5751.131.001.001.200.851.001416540.0000160.9230.0770.171.561.0340.273.5>3No 20799.1Sand1052032,1002,1000.981.001.001.200.951.002322630.0000220.8870.0740.241.561.0010.375.0>3No 25794.1Sand1052252,6252,6250.871.001.001.200.951.002522630.0020220.8490.0710.231.560.9690.355.0>3No 30789.1Sand1051633,1503,1500.801.001.001.200.951.001815510.0000150.8090.0670.151.560.9560.233.4>3No 35784.1Sand1052223,6753,3630.771.001.001.201.001.002620610.0000200.7700.0700.211.560.9370.314.4>3No 40779.1Sand1053734,2003,5760.751.001.001.201.001.004433780.0000330.7300.0710.791.560.8751.0715.0>3No45774.1Sand1053944,7253,7890.731.001.001.201.001.004734780.0000340.6920.0720.911.560.8551.2116.9>3No50769.1Sand1052735,2504,0020.711.001.001.201.001.003223640.0000230.6560.0720.251.560.9040.354.9>3No 60759.1Sand1054636,3004,4280.671.001.001.201.001.005537820.0000370.5890.0701.791.560.7812.0028.7>3No 70749.1Sand1051337,3504,8540.641.001.001.201.001.001610430.0000100.5330.0670.121.560.9230.172.52.5NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.1130.350.0000.00%0.0005.14640.00%0.000230.0830.00%0.000DepthDepth of sample (ft)0.009-0.790.0000.00%0.00024.42850.00%0.000400.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.003-1.150.0000.00%0.00024.77900.00%0.000440.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.0560.010.0000.00%0.0008.81720.00%0.000290.0790.00%0.000 NFieldUncorrected field blowcounts0.2440.710.0000.00%0.0003.48540.00%0.000160.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.1230.390.0000.00%0.0005.02630.00%0.000220.0740.00%0.000v        Total vertical stress0.1280.410.0000.00%0.0004.95630.00%0.000220.0710.00%0.000'vEffective vertical stress0.2890.770.0000.00%0.0003.37510.00%0.000150.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.1530.500.0000.00%0.0004.39610.00%0.000200.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.029-0.310.0000.00%0.00015.03780.00%0.000330.0710.00%0.000 CNOverburden correction for blowcounts0.026-0.360.0000.00%0.00016.88780.00%0.000340.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.1140.360.0000.00%0.0004.88640.00%0.000230.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.015-0.590.0000.00%0.00028.67820.00%0.000370.0700.00%0.000 CRRod length correction factor; relative to standard SPT sampling methods0.4720.910.0000.00%0.0002.53430.00%0.000100.0670.00%0.00 0CSSampler liner correction factor; relative to standard SPT sampling methods CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
 
==References:==
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes,  I.M. Idriss,  and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:  113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-1Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-01  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft822.3ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-02non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5819.8Sand1052932632631.701.001.001.200.751.002644900.0000440.9970.0832.001.561.1002.0024.1>3No5817.3Sand1052635255251.701.001.001.200.751.002340850.0000400.9840.0822.001.561.1002.0024.4>3No7.5814.8Sand1051537887881.591.001.001.200.751.001422620.0000220.9700.0810.231.561.1000.394.8>3No10812.3Sand1051941,0501,0501.381.001.001.200.751.001724650.0000240.9550.0790.261.561.1000.455.6>3No 15807.3Sand1051131,5751,5751.131.001.001.200.851.001113480.0000130.9230.0770.141.561.0300.222.92.9No 20802.3Sand1051822,1002,1000.981.001.001.200.951.002120600.0000200.8870.0740.211.561.0010.324.4>3No 25797.3Sand1052132,6252,6250.871.001.001.200.951.002421620.0000210.8490.0710.221.560.9700.334.7>3No 30792.3Sand1052233,1503,1500.801.001.001.200.951.002520600.0000200.8090.0670.211.560.9470.304.5>3No 35787.3Sand1052633,6753,3630.771.001.001.201.001.003124660.0000240.7700.0700.271.560.9270.395.6>3No 40782.3Sand1051624,2003,5760.751.001.001.201.001.001914510.0000140.7300.0710.151.560.9430.223.1>3No45777.3Sand1051934,7253,7890.731.001.001.201.001.002317550.0000170.6920.0720.171.560.9310.253.4>3No50772.3Sand1052535,2504,0020.711.001.001.201.001.003021620.0000210.6560.0720.221.560.9110.314.4>3No 60762.3Sand1052636,3004,4280.671.001.001.201.001.003121620.0000210.5890.0700.221.560.8970.314.4>3No 70752.3Sand1052637,3504,8540.641.001.001.201.001.003120600.0000200.5330.0670.211.560.8890.294.3>3NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.003-1.140.0000.00%0.00024.11900.00%0.000440.0830.00%0.000DepthDepth of sample (ft)0.009-0.790.0000.00%0.00024.42850.00%0.000400.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.1340.440.0000.00%0.0004.80620.00%0.000220.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.1050.320.0000.00%0.0005.62650.00%0.000240.0790.00%0.000 NFieldUncorrected field blowcounts0.3550.840.0000.00%0.0002.87480.00%0.000130.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.1590.520.0000.00%0.0004.36600.00%0.000200.0740.00%0.000v        Total vertical stress0.1440.470.0000.00%0.0004.66620.00%0.000210.0710.00%0.000'vEffective vertical stress0.1590.520.0000.00%0.0004.51600.00%0.000200.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.0990.290.0000.00%0.0005.57660.00%0.000240.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.2950.780.0000.00%0.0003.11510.00%0.000140.0710.00%0.000 CNOverburden correction for blowcounts0.2320.690.0000.00%0.0003.44550.00%0.000170.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.1390.450.0000.00%0.0004.40620.00%0.000210.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.1430.470.0000.00%0.0004.38620.00%0.000210.0700.00%0.000CRRod length correction factor; relative to standard SPT sampling methods0.1590.520.0000.00%0.0004.26600.00%0.000200.0670.00%0.00 0CSSampler liner correction factor; relative to standard SPT sampling methods CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)


==References:==
==References:==
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME: SHINE_LiqPotandSettle.xlsx         PROJECT NUMBER:   113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-2Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-02  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft824.9ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-03non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
DATE:
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5822.4Sand1053032632631.701.001.001.200.751.002746900.0000460.9970.0832.001.561.1002.0024.1>3No5819.9Sand1054975255251.701.001.001.200.751.004475900.0790750.9840.0822.001.561.1002.0024.4>3No7.5817.4Sand1053637887881.591.001.001.200.751.003252900.0000520.9700.0812.001.561.1002.0024.8>3No10814.9Sand1051531,0501,0501.381.001.001.200.751.001419580.0000190.9550.0790.191.561.0880.324.1>3No 15809.9Sand1052531,5751,5751.131.001.001.200.851.002629720.0000290.9230.0770.421.561.0560.698.9>3No 20804.9Gravel1052942,1002,1000.981.001.001.200.951.003332760.0000320.8870.0740.671.561.0011.0514.2>3No 25799.9Sand1051232,6252,6250.871.001.001.200.951.001412470.0000120.8490.0710.131.560.9780.202.92.9No 30794.9Sand1051423,1503,1500.801.001.001.200.951.001613480.0000130.8090.0670.141.560.9590.213.1>3No 35789.9Sand1053833,6753,3630.771.001.001.201.001.004635800.0000350.7700.0701.151.560.8771.5722.4>3No 40784.9Sand1052234,2003,5760.751.001.001.201.001.002620600.0000200.7300.0710.201.560.9300.294.1>3No45779.9Sand1052844,7253,7890.731.001.001.201.001.003424660.0000240.6920.0720.281.560.9070.395.5>3No50774.9Sand1052435,2504,0020.711.001.001.201.001.002920610.0000200.6560.0720.211.560.9130.304.2>3No 60764.9Sand1052136,3004,4280.671.001.001.201.001.002517550.0000170.5890.0700.171.560.9120.253.5>3No 70754.9Sand105837,3504,8540.641.001.001.201.001.00106330.000060.5330.0670.091.560.9340.142.02.0NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
7/20/2012 Mw:
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.002-1.260.0000.00%0.00024.11900.00%0.000460.0830.00%0.000DepthDepth of sample (ft)0.000-3.750.0000.00%0.00024.42900.00%0.000750.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.000-1.720.0000.00%0.00024.77900.00%0.000520.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.1850.590.0000.00%0.0004.07580.00%0.000190.0790.00%0.000 NFieldUncorrected field blowcounts0.0550.000.0000.00%0.0008.93720.00%0.000290.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.034-0.240.0000.00%0.00014.22760.00%0.000320.0740.00%0.000v        Total vertical stress0.3830.860.0000.00%0.0002.85470.00%0.000120.0710.00%0.000'vEffective vertical stress0.3520.840.0000.00%0.0003.06480.00%0.000130.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.021-0.450.0000.00%0.00022.43800.00%0.000350.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.1640.530.0000.00%0.0004.12600.00%0.000200.0710.00%0.000 CNOverburden correction for blowcounts0.0950.270.0000.00%0.0005.45660.00%0.000240.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.1530.500.0000.00%0.0004.19610.00%0.000200.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.2230.670.0000.00%0.0003.54550.00%0.000170.0700.00%0.000CRRod length correction factor; relative to standard SPT sampling methods0.5000.950.0000.00%0.0002.02330.00%0.00060.0670.00%0.000 CSSampler liner correction factor; relative to standard SPT sampling methods CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-7 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-07 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


==References:==
Spoon OD (in.) =
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss,  and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
2.0 Energy Ratio (ER) =
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
72 Return Period =
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
4,975 years Spoon ID (in.) =
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
1.375 Hole Dia (I.D. for HSA) =
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
83 (65-115, 150 or 200) mm Mw =
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
5.80 Hammer weight (lb) =
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:  113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-3Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-03  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
140 Sampler Lined (Y/N) =
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft821.9ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-04non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
N/A PGA =
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
0.13 g
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5819.4Sand1051232632631.701.001.001.200.751.001118580.0000180.9970.0830.191.561.1000.323.9>3No5816.9Sand1052035255251.701.001.001.200.751.001831740.0000310.9840.0820.531.561.1000.9011.0>3No7.5814.4Sand1051547887881.591.001.001.200.751.001422620.0000220.9700.0810.231.561.1000.394.8>3No10811.9Sand1051731,0501,0501.381.001.001.200.751.001521620.0000210.9550.0790.221.561.0970.384.7>3No12.5809.4Sand1051841,3131,3131.231.001.001.200.751.001620600.0000200.9390.0780.211.561.0630.344.4>3No15806.9Sand1051731,5751,5751.131.001.001.200.851.001720590.0000200.9230.0770.201.561.0380.324.2>3No 20801.9Sand1052732,1002,1000.981.001.001.200.951.003130740.0000300.8870.0740.491.561.0010.7610.3>3No 25796.9Sand1053732,6252,6250.871.001.001.200.951.004237820.0000370.8490.0711.671.560.9362.0028.3>3No 30791.9Sand1052543,1503,1500.801.001.001.200.951.002923640.0000230.8090.0670.241.560.9410.365.3>3No 35786.9Sand1053033,6753,3630.771.001.001.201.001.003628710.0000280.7700.0700.371.560.9150.537.6>3No40781.9Sand1051834,2003,5760.751.001.001.201.001.002216540.0000160.7300.0710.171.560.9390.243.4>3No45776.9Sand1052634,7253,7890.731.001.001.201.001.003123640.0000230.6920.0720.241.560.9130.354.8>3No 55766.9Sand1051435,7754,2150.691.001.001.201.001.001712460.0000120.6210.0710.131.560.9320.192.72.7No 65756.9Sand1053766,8254,6410.661.001.001.201.001.004429730.0150290.5600.0680.441.560.8460.588.4>3No 70751.9Sand105937,3504,8540.641.001.001.201.001.00117350.000070.5330.0670.101.560.9320.142.12.1NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
Hammer Drop (in.) =
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.1910.600.0000.00%0.0003.88580.00%0.000180.0830.00%0.000DepthDepth of sample (ft)0.043-0.130.0000.00%0.00011.00740.00%0.000310.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.1340.440.0000.00%0.0004.80620.00%0.000220.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.1400.460.0000.00%0.0004.74620.00%0.000210.0790.00%0.000 NFieldUncorrected field blowcounts0.1590.520.0000.00%0.0004.37600.00%0.000200.0780.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.1670.540.0000.00%0.0004.23590.00%0.000200.0770.00%0.000v        Total vertical stress0.046-0.090.0000.00%0.00010.32740.00%0.000300.0740.00%0.000'vEffective vertical stress0.016-0.570.0000.00%0.00028.33820.00%0.000370.0710.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.1170.370.0000.00%0.0005.33640.00%0.000230.0670.00%0.000Depth GWGroundwater level below ground surface (ft)0.0630.060.0000.00%0.0007.63710.00%0.000280.0700.00%0.000 CNOverburden correction for blowcounts0.2430.710.0000.00%0.0003.41540.00%0.000160.0710.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.1170.370.0000.00%0.0004.84640.00%0.000230.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.3980.870.0000.00%0.0002.66460.00%0.000120.0710.00%0.000CRRod length correction factor; relative to standard SPT sampling methods0.052-0.030.0000.00%0.0008.43730.00%0.000290.0680.00%0.0 00CSSampler liner correction factor; relative to standard SPT sampling methods0.5000.950.0000.00%0.0002.12350.00%0.00070.0670.00%0.
30 PGAROCK =
000CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
0.08 g
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 824.7 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-08 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.2 Sand 105 18 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 16 28 71 0.000 0
28 0.997 0.083 0.37 1.56 1.100 0.63 7.6
>3 No 5
819.7 Sand 105 16 3
525 525 1.70 1.00 1.00 1.20 0.75 1.00 14 24 67 0.000 0
24 0.984 0.082 0.28 1.56 1.100 0.48 5.8
>3 No 7.5 817.2 Sand 105 20 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 18 29 72 0.000 0
29 0.970 0.081 0.41 1.56 1.100 0.71 8.8
>3 No 10 814.7 Sand 105 14 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 13 17 56 0.000 0
17 0.955 0.079 0.18 1.56 1.084 0.30 3.8
>3 No 15 809.7 Sand 105 15 3
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 15 17 56 0.000 0
17 0.923 0.077 0.18 1.56 1.035 0.28 3.7
>3 No 20 804.7 Sand 105 12 2
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 14 13 49 0.000 0
13 0.887 0.074 0.14 1.56 1.000 0.22 3.0
>3 No 25 799.7 Sand 105 12 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 14 12 47 0.000 0
12 0.849 0.071 0.13 1.56 0.978 0.20 2.9 2.9 No 30 794.7 Sand 105 21 3
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 24 19 59 0.000 0
19 0.809 0.067 0.20 1.56 0.948 0.29 4.3
>3 No 35 789.7 Sand 105 24 4
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 29 22 63 0.000 0
22 0.770 0.070 0.24 1.56 0.932 0.34 4.9
>3 No 40 784.7 Sand 105 34 6
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 41 31 74 0.028 0
31 0.730 0.071 0.52 1.56 0.890 0.72 10.1
>3 No 45 779.7 Sand 105 18 3
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 22 16 53 0.000 0
16 0.692 0.072 0.16 1.56 0.933 0.24 3.3
>3 No 50 774.7 Sand 105 21 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 25 18 57 0.000 0
18 0.656 0.072 0.18 1.56 0.921 0.26 3.7
>3 No 60 764.7 Sand 105 40 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 48 32 76 0.000 0
32 0.589 0.070 0.67 1.56 0.832 0.87 12.5
>3 No 70 754.7 Sand 105 9
3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 11 7
35 0.000 0
7 0.533 0.067 0.10 1.56 0.932 0.14 2.1 2.1 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.065 0.07 0.000 0.00%
0.000 7.57 71 0.00%
0.000 28 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.095 0.26 0.000 0.00%
0.000 5.83 67 0.00%
0.000 24 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.056 0.00 0.000 0.00%
0.000 8.79 72 0.00%
0.000 29 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.212 0.65 0.000 0.00%
0.000 3.78 56 0.00%
0.000 17 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.216 0.66 0.000 0.00%
0.000 3.71 56 0.00%
0.000 17 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.329 0.82 0.000 0.00%
0.000 3.02 49 0.00%
0.000 13 0.074 0.00%
0.000 Vv Total vertical stress 0.383 0.86 0.000 0.00%
0.000 2.85 47 0.00%
0.000 12 0.071 0.00%
0.000 V'v Effective vertical stress 0.176 0.57 0.000 0.00%
0.000 4.29 59 0.00%
0.000 19 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.124 0.40 0.000 0.00%
0.000 4.91 63 0.00%
0.000 22 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.043
-0.13 0.000 0.00%
0.000 10.14 74 0.00%
0.000 31 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.255 0.73 0.000 0.00%
0.000 3.29 53 0.00%
0.000 16 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.203 0.63 0.000 0.00%
0.000 3.65 57 0.00%
0.000 18 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.034
-0.24 0.000 0.00%
0.000 12.50 76 0.00%
0.000 32 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%
0.000 2.12 35 0.00%
0.000 7
0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only)
Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


==References:==
==References:==
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME: SHINE_LiqPotandSettle.xlsx         PROJECT NUMBER:   113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-4Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-04  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft824.6ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-05non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
DATE:
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5822.1Sand1052032632631.701.001.001.200.751.001831740.0000310.9970.0830.531.561.1000.9010.9>3No5819.6Sand1052635255251.701.001.001.200.751.002340850.0000400.9840.0822.001.561.1002.0024.4>3No7.5817.1Sand1052637887881.591.001.001.200.751.002337820.0000370.9700.0811.881.561.1002.0024.8>3No10814.6Sand1052031,0501,0501.381.001.001.200.751.001825670.0000250.9550.0790.291.561.1000.496.2>3No 15809.6Sand1051961,5751,5751.131.001.001.200.851.001922630.0280220.9230.0770.231.561.0420.384.9>3No 20804.6Sand1053032,1002,1000.981.001.001.200.951.003433780.0000330.8870.0740.811.561.0011.2717.2>3No 25799.6Sand1052732,6252,6250.871.001.001.200.951.003127700.0000270.8490.0710.341.560.9620.517.3>3No 30794.6Sand1052433,1503,1500.801.001.001.200.951.002722630.0000220.8090.0670.231.560.9430.345.0>3No 35789.6Sand1053233,6753,3630.771.001.001.201.001.003830730.0000300.7700.0700.461.560.9070.659.3>3No 40784.6Sand1053054,2003,5760.751.001.001.201.001.003627700.0020270.7300.0710.341.560.9070.496.8>3No45779.6Sand1052134,7253,7890.731.001.001.201.001.002518580.0000180.6920.0720.191.560.9270.273.8>3No50774.6Sand1052435,2504,0020.711.001.001.201.001.002920610.0000200.6560.0720.211.560.9130.304.2>3No 60764.6Sand1054636,3004,4280.671.001.001.201.001.005537820.0000370.5890.0701.791.560.7812.0028.7>3No 70754.6Sand1053437,3504,8540.641.001.001.201.001.004126690.0000260.5330.0670.321.560.8580.436.4>3No 80744.6Sand1052438,4005,2800.621.001.001.201.001.002918570.0000180.4890.0650.181.560.8880.253.9>3No 90734.6Sand1055089,4505,7060.591.001.001.201.001.006036810.3680360.4560.0631.341.560.7251.5224.2>3No99725.6Sand10543310,3956,0890.571.001.001.201.001.005230730.0000300.4370.0620.461.560.7890.579.1>3NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
7/20/2012 Mw:
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.043-0.130.0000.00%0.00010.86740.00%0.000310.0830.00%0.000DepthDepth of sample (ft)0.009-0.790.0000.00%0.00024.42850.00%0.000400.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.015-0.600.0000.00%0.00024.77820.00%0.000370.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.0900.240.0000.00%0.0006.18670.00%0.000250.0790.00%0.000 NFieldUncorrected field blowcounts0.1290.420.0000.00%0.0004.89630.00%0.000220.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.028-0.320.0000.00%0.00017.16780.00%0.000330.0740.00%0.000v        Total vertical stress0.0700.120.0000.00%0.0007.27700.00%0.000270.0710.00%0.000'vEffective vertical stress0.1300.420.0000.00%0.0005.03630.00%0.000220.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.049-0.060.0000.00%0.0009.34730.00%0.000300.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.0700.110.0000.00%0.0006.82700.00%0.000270.0710.00%0.000 CNOverburden correction for blowcounts0.1920.600.0000.00%0.0003.76580.00%0.000180.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.1530.500.0000.00%0.0004.19610.00%0.000200.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.015-0.590.0000.00%0.00028.67820.00%0.000370.0700.00%0.000 CRRod length correction factor; relative to standard SPT sampling methods0.0770.160.0000.00%0.0006.40690.00%0.000260.0670.00%0.00 0CSSampler liner correction factor; relative to standard SPT sampling methods0.2050.630.0000.00%0.0003.87570.00%0.000180.0650.00%0.000CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods0.019-0.500.0000.00%0.00024.19810.00%0.000360.0630.00%0.000 CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)0.049-0.060.0000.00%0.0009.11730.00%0.000300.0620.00%0.000Wspt Hspt (OD^3 - ID^3)
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-8 Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-08 SHINE MEDICAL TECHNOLOGIES Total Settlement (average)
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Borehole =
SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


==References:==
Spoon OD (in.) =
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss,  and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
2.0 Energy Ratio (ER) =
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
72 Return Period =
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
4,975 years Spoon ID (in.) =
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
1.375 Hole Dia (I.D. for HSA) =
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
83 (65-115, 150 or 200) mm Mw =
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
5.80 Hammer weight (lb) =
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:  113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-5Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-05  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSA/Mud Rotary GroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
140 Sampler Lined (Y/N) =
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft825.9ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-06non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
N/A PGA =
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
0.13 g
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)0.1825.8Sand1056311111.701.001.001.200.751.0059410.000091.0080.0840.111.561.1000.192.32.3No2823.9Sand1052132102101.701.001.001.200.751.001932760.0000320.9990.0830.661.561.1001.1313.6>3No 4821.9Sand1054034204201.701.001.001.200.751.003661900.0000610.9900.0822.001.561.1002.0024.3>3No 6819.9Sand1054036306301.701.001.001.200.751.003661900.0000610.9790.0812.001.561.1002.0024.6>3No 8817.9Sand1052338408401.541.001.001.200.751.002132760.0000320.9680.0810.641.561.1001.1013.6>3No10815.9Sand1051731,0501,0501.381.001.001.200.751.001521620.0000210.9550.0790.221.561.0970.384.7>3No 12813.9Sand1051931,2601,2601.261.001.001.200.751.001722620.0000220.9430.0780.231.561.0730.384.8>3No 14811.9Sand1051851,4701,4701.171.001.001.200.851.001821620.0020210.9290.0770.221.561.0510.374.8>3No 16809.9Sand1052231,6801,6801.091.001.001.200.851.002224670.0000240.9160.0760.281.561.0360.455.9>3No18807.9Sand1051731,8901,8901.031.001.001.200.851.001718570.0000180.9010.0750.181.561.0140.293.8>3No20805.9Sand1051732,1002,1000.981.001.001.200.951.001919590.0000190.8870.0740.191.561.0010.304.1>3No 22803.9Sand1052032,3102,3100.931.001.001.200.951.002321620.0000210.8720.0730.221.560.9870.344.7>3No 24801.9Sand1052132,5202,5200.891.001.001.200.951.002421620.0000210.8560.0710.221.560.9750.344.8>3No 26799.9Sand1051732,7302,7300.861.001.001.200.951.001917550.0000170.8410.0700.171.560.9700.263.7>3No 28797.9Sand1051732,9402,9400.821.001.001.200.951.001916540.0000160.8250.0690.161.560.9620.253.6>3No 30795.9Sand1052733,1503,1500.801.001.001.200.951.003125670.0000250.8090.0670.281.560.9360.416.1>3No32793.9Sand1053533,3603,2350.791.001.001.200.951.004031750.0000310.7930.0690.591.560.9070.8312.1>3No 34791.9Sand1052933,5703,3200.781.001.001.201.001.003527700.0000270.7780.0700.351.560.9200.507.2>3No 36789.9Sand1052533,7803,4060.771.001.001.201.001.003023650.0000230.7620.0700.251.560.9280.365.1>3No 38787.9Sand1052533,9903,4910.761.001.001.201.001.003023640.0000230.7460.0710.241.560.9250.355.0>3No40785.9Sand1052934,2003,5760.751.001.001.201.001.003526690.0000260.7300.0710.321.560.9100.456.3>3No42783.9Sand1053134,4103,6610.741.001.001.201.001.003727710.0000270.7150.0720.361.560.9000.517.1>3No 44781.9Sand1053134,6203,7460.731.001.001.201.001.003727700.0000270.7000.0720.351.560.8980.496.9>3No 46779.9Sand1053134,8303,8320.721.001.001.201.001.003727700.0000270.6850.0720.341.560.8950.486.7>3No 48777.9Sand1052645,0403,9170.711.001.001.201.001.003122640.0000220.6700.0720.241.560.9100.344.7>3No 60765.9Sand1052636,3004,4280.671.001.001.201.001.003121620.0000210.5890.0700.221.560.8970.314.4>3No 70755.9Sand1052437,3504,8540.641.001.001.201.001.002918580.0000180.5330.0670.191.560.8950.263.9>3No 80746Sand1054838,4005,2800.621.001.001.201.001.005835800.0000350.48890.0651.221.560.7531.4322.1>3No90736Sand1055039,4505,7060.591.001.001.201.001.006036800.0000360.45640.0631.241.560.7311.4122.5>3No100726Sand10528510,5006,1320.571.001.001.201.001.003419590.0020190.43580.0620.201.560.8620.264.3>3NoDONE BY:TERDATE: 7/20/2012CHECK: TGKDATE: 7/20/2012Borehole =CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-06  SHINE MEDICAL TECHNOLOGIESFILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:  113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-6aSPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSA/Mud Rotary GroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
Hammer Drop (in.) =
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft825.9ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-06Borehole =SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSA/Mud Rotary GroundwaterGround Surface ElevationlimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
30 PGAROCK =
FSLIQ %(%)(inches)(blows/ft)(%)(inches)0.5000.930.0000.00%0.0002.30410.00%0.00090.0840.00%0.0000.034-0.230.0000.00%0.00013.57760.00%0.000320.0830.00%0.000 0.000-2.530.0000.00%0.00024.29900.00%0.000610.0820.00%0.0000.000-2.530.0000.00%0.00024.55900.00%0.000610.0810.00%0.0000.035-0.220.0000.00%0.00013.61760.00%0.000320.0810.00%0.0000.1400.460.0000.00%0.0004.74620.00%0.000210.0790.00%0.000 0.1330.430.0000.00%0.0004.83620.00%0.000220.0780.00%0.000 0.1350.440.0000.00%0.0004.76620.00%0.000210.0770.00%0.000 0.0940.260.0000.00%0.0005.91670.00%0.000240.0760.00%0.000 0.2020.630.0000.00%0.0003.84570.00%0.000180.0750.00%0.000 0.1800.570.0000.00%0.0004.09590.00%0.000190.0740.00%0.000 0.1390.450.0000.00%0.0004.71620.00%0.000210.0730.00%0.000Legend0.1370.450.0000.00%0.0004.77620.00%0.000210.0710.00%0.000DepthDepth of sample (ft)0.2320.690.0000.00%0.0003.68550.00%0.000170.0700.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Clay0.2470.710.0000.00%0.0003.60540.00%0.000160.0690.00%0.000bulk Bulk unit weight of soil (pcf)0.0940.260.0000.00%0.0006.06670.00%0.000250.0670.00%0.000 NFieldUncorrected field blowcounts0.038-0.180.0000.00%0.00012.10750.00%0.000310.0690.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.0690.110.0000.00%0.0007.15700.00%0.000270.0700.00%0.000v        Total vertical stress0.1130.350.0000.00%0.0005.13650.00%0.000230.0700.00%0.000'vEffective vertical stress0.1170.370.0000.00%0.0004.97640.00%0.000230.0710.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.0780.170.0000.00%0.0006.30690.00%0.000260.0710.00%0.000Depth GWGroundwater level below ground surface (ft)0.0650.080.0000.00%0.0007.14710.00%0.000270.0720.00%0.000 CNOverburden correction for blowcounts0.0680.100.0000.00%0.0006.88700.00%0.000270.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.0700.120.0000.00%0.0006.66700.00%0.000270.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.1220.390.0000.00%0.0004.70640.00%0.000220.0720.00%0.000CRRod length correction factor; relative to standard SPT sampling methods0.1430.470.0000.00%0.0004.38620.00%0.000210.0700.00%0.00 0CSSampler liner correction factor; relative to standard SPT sampling methods0.1880.600.0000.00%0.0003.92580.00%0.000180.0670.00%0.000CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods0.020-0.470.0000.00%0.00022.15800.00%0.000350.0650.00%0.000 CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)0.020-0.470.0000.00%0.00022.47800.00%0.000360.0630.00%0.000Wspt Hspt (OD^3 - ID^3)0.1740.560.0000.00%0.0004.25590.00%0.000190.0620.00%0.000 CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 825.0 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-09 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.5 Sand 105 11 8
263 263 1.70 1.00 1.00 1.20 0.75 1.00 10 17 56 0.496 0
17 0.997 0.083 0.18 1.56 1.100 0.30 3.7
>3 No 5
820.0 Sand 105 37 3
525 525 1.70 1.00 1.00 1.20 0.75 1.00 33 57 90 0.000 0
57 0.984 0.082 2.00 1.56 1.100 2.00 24.4
>3 No 7.5 817.5 Sand 105 29 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 26 42 87 0.000 0
42 0.970 0.081 2.00 1.56 1.100 2.00 24.8
>3 No 10 815.0 Sand 105 17 3
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 15 21 62 0.000 0
21 0.955 0.079 0.22 1.56 1.097 0.38 4.7
>3 No 15 810.0 Sand 105 20 3
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 20 23 65 0.000 0
23 0.923 0.077 0.25 1.56 1.044 0.41 5.3
>3 No 20 805.0 Sand 105 20 4
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 23 22 63 0.000 0
22 0.887 0.074 0.24 1.56 1.001 0.37 5.0
>3 No 25 800.0 Sand 105 14 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 16 14 50 0.000 0
14 0.849 0.071 0.15 1.56 0.977 0.22 3.2
>3 No 30 795.0 Sand 105 12 3
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 14 11 44 0.000 0
11 0.809 0.067 0.12 1.56 0.962 0.19 2.8 2.8 No 35 790.0 Sand 105 34 3
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 41 31 75 0.000 0
31 0.770 0.070 0.59 1.56 0.899 0.83 11.9
>3 No 40 785.0 Sand 105 20 3
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 24 18 57 0.000 0
18 0.730 0.071 0.18 1.56 0.935 0.27 3.7
>3 No 45 780.0 Sand 105 32 3
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 38 28 71 0.000 0
28 0.692 0.072 0.38 1.56 0.892 0.53 7.4
>3 No 50 775.0 Sand 105 44 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 53 37 82 0.000 0
37 0.656 0.072 1.90 1.56 0.811 2.00 27.9
>3 No 60 765.0 Sand 105 32 5
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 38 26 68 0.002 0
26 0.589 0.070 0.31 1.56 0.875 0.42 6.1
>3 No 70 755.0 Sand 105 24 3
7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 29 18 58 0.000 0
18 0.533 0.067 0.19 1.56 0.895 0.26 3.9
>3 No 80 745.0 Sand 105 50 3
8,400 5,280 0.62 1.00 1.00 1.20 1.00 1.00 60 37 82 0.000 0
37 0.489 0.065 1.72 1.56 0.730 1.96 30.3
>3 No 90 735.0 Sand 105 50 3
9,450 5,706 0.59 1.00 1.00 1.20 1.00 1.00 60 36 80 0.000 0
36 0.456 0.063 1.24 1.56 0.731 1.41 22.5
>3 No 100 725.0 Sand 105 27 3
10,500 6,132 0.57 1.00 1.00 1.20 1.00 1.00 32 19 58 0.000 0
19 0.436 0.062 0.19 1.56 0.865 0.26 4.1
>3 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.214 0.65 0.000 0.00%
0.000 3.66 56 0.00%
0.000 17 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.000
-2.14 0.000 0.00%
0.000 24.42 90 0.00%
0.000 57 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.006
-0.93 0.000 0.00%
0.000 24.77 87 0.00%
0.000 42 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.140 0.46 0.000 0.00%
0.000 4.74 62 0.00%
0.000 21 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.113 0.35 0.000 0.00%
0.000 5.29 65 0.00%
0.000 23 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.123 0.39 0.000 0.00%
0.000 5.02 63 0.00%
0.000 22 0.074 0.00%
0.000 Vv Total vertical stress 0.309 0.80 0.000 0.00%
0.000 3.18 50 0.00%
0.000 14 0.071 0.00%
0.000 V'v Effective vertical stress 0.429 0.89 0.000 0.00%
0.000 2.77 44 0.00%
0.000 11 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.038
-0.19 0.000 0.00%
0.000 11.90 75 0.00%
0.000 31 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.200 0.62 0.000 0.00%
0.000 3.74 57 0.00%
0.000 18 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.062 0.05 0.000 0.00%
0.000 7.36 71 0.00%
0.000 28 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.015
-0.60 0.000 0.00%
0.000 27.94 82 0.00%
0.000 37 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.080 0.18 0.000 0.00%
0.000 6.08 68 0.00%
0.000 26 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.188 0.60 0.000 0.00%
0.000 3.92 58 0.00%
0.000 18 0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.016
-0.58 0.000 0.00%
0.000 30.27 82 0.00%
0.000 37 0.065 0.00%
0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods 0.020
-0.47 0.000 0.00%
0.000 22.47 80 0.00%
0.000 36 0.063 0.00%
0.000 CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only) 0.188 0.59 0.000 0.00%
0.000 4.11 58 0.00%
0.000 19 0.062 0.00%
0.000 Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


==References:==
==References:==
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME: SHINE_LiqPotandSettle.xlsx         PROJECT NUMBER:   113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-6bTotal Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-06  SHINE MEDICAL TECHNOLOGIES (continued)CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft826.4ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-07non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
DATE:
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
7/20/2012 Mw:
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5823.9Sand1051632632631.701.001.001.200.751.001424670.0000240.9970.0830.281.561.1000.485.8>3No5821.4Sand1054635255251.701.001.001.200.751.004170900.0000700.9840.0822.001.561.1002.0024.4>3No7.5818.9Sand1053347887881.591.001.001.200.751.003047900.0000470.9700.0812.001.561.1002.0024.8>3No10816.4Sand1052131,0501,0501.381.001.001.200.751.001926690.0000260.9550.0790.321.561.1000.556.9>3No 15811.4Sand1051221,5751,5751.131.001.001.200.851.001214500.0000140.9230.0770.151.561.0310.243.1>3No 20806.4Sand1052832,1002,1000.981.001.001.200.951.003231750.0000310.8870.0740.571.561.0010.8912.0>3No 25801.4Sand1053552,6252,6250.871.001.001.200.951.004035790.0020350.8490.0711.071.560.9431.5722.3>3No 30796.4Sand1051333,1503,1500.801.001.001.200.951.001512460.0000120.8090.0670.131.560.9600.202.92.9No 35791.4Sand1052543,6753,3630.771.001.001.201.001.003023650.0000230.7700.0700.251.560.9300.375.2>3No 40786.4Sand1053434,2003,5760.751.001.001.201.001.004131740.0000310.7300.0710.521.560.8900.7210.1>3No45781.4Sand1053354,7253,7890.731.001.001.201.001.004029720.0020290.6920.0720.421.560.8880.588.1>3No50776.4Sand1053335,2504,0020.711.001.001.201.001.004028710.0000280.6560.0720.381.560.8820.537.4>3No 60766.4Sand1051536,3004,4280.671.001.001.201.001.001812470.0000120.5890.0700.131.560.9260.192.82.8No 70756.4Sand1051637,3504,8540.641.001.001.201.001.001912470.0000120.5330.0670.131.560.9160.192.92.9NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.0950.260.0000.00%0.0005.76670.00%0.000240.0830.00%0.000DepthDepth of sample (ft)0.000-3.330.0000.00%0.00024.42900.00%0.000700.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.001-1.370.0000.00%0.00024.77900.00%0.000470.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.0780.170.0000.00%0.0006.87690.00%0.000260.0790.00%0.000 NFieldUncorrected field blowcounts0.3130.800.0000.00%0.0003.07500.00%0.000140.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.040-0.170.0000.00%0.00012.01750.00%0.000310.0740.00%0.000v        Total vertical stress0.023-0.420.0000.00%0.00022.31790.00%0.000350.0710.00%0.000'vEffective vertical stress0.3880.870.0000.00%0.0002.92460.00%0.000120.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.1110.340.0000.00%0.0005.22650.00%0.000230.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.043-0.120.0000.00%0.00010.10740.00%0.000310.0710.00%0.000 CNOverburden correction for blowcounts0.055-0.010.0000.00%0.0008.06720.00%0.000290.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.0610.040.0000.00%0.0007.37710.00%0.000280.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.3760.860.0000.00%0.0002.76470.00%0.000120.0700.00%0.000CRRod length correction factor; relative to standard SPT sampling methods0.3670.850.0000.00%0.0002.87470.00%0.000120.0670.00%0.00 0CSSampler liner correction factor; relative to standard SPT sampling methods CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
CHECK:
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-9 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-09 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation


==References:==
Spoon OD (in.) =
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss,  and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
2.0 Energy Ratio (ER) =
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
72 Return Period =
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
4,975 years Spoon ID (in.) =
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
1.375 Hole Dia (I.D. for HSA) =
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
83 (65-115, 150 or 200) mm Mw =
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
5.80 Hammer weight (lb) =
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:  113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-7Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-07  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
140 Sampler Lined (Y/N) =
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft824.7ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-08non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
N/A PGA =
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
0.13 g
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5822.2Sand1051832632631.701.001.001.200.751.001628710.0000280.9970.0830.371.561.1000.637.6>3No5819.7Sand1051635255251.701.001.001.200.751.001424670.0000240.9840.0820.281.561.1000.485.8>3No7.5817.2Sand1052037887881.591.001.001.200.751.001829720.0000290.9700.0810.411.561.1000.718.8>3No10814.7Sand1051431,0501,0501.381.001.001.200.751.001317560.0000170.9550.0790.181.561.0840.303.8>3No 15809.7Sand1051531,5751,5751.131.001.001.200.851.001517560.0000170.9230.0770.181.561.0350.283.7>3No 20804.7Sand1051222,1002,1000.981.001.001.200.951.001413490.0000130.8870.0740.141.561.0000.223.0>3No 25799.7Sand1051232,6252,6250.871.001.001.200.951.001412470.0000120.8490.0710.131.560.9780.202.92.9No 30794.7Sand1052133,1503,1500.801.001.001.200.951.002419590.0000190.8090.0670.201.560.9480.294.3>3No 35789.7Sand1052443,6753,3630.771.001.001.201.001.002922630.0000220.7700.0700.241.560.9320.344.9>3No 40784.7Sand1053464,2003,5760.751.001.001.201.001.004131740.0280310.7300.0710.521.560.8900.7210.1>3No45779.7Sand1051834,7253,7890.731.001.001.201.001.002216530.0000160.6920.0720.161.560.9330.243.3>3No50774.7Sand1052135,2504,0020.711.001.001.201.001.002518570.0000180.6560.0720.181.560.9210.263.7>3No 60764.7Sand1054036,3004,4280.671.001.001.201.001.004832760.0000320.5890.0700.671.560.8320.8712.5>3No 70754.7Sand105937,3504,8540.641.001.001.201.001.00117350.000070.5330.0670.101.560.9320.142.12.1NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
Hammer Drop (in.) =
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.0650.070.0000.00%0.0007.57710.00%0.000280.0830.00%0.000DepthDepth of sample (ft)0.0950.260.0000.00%0.0005.83670.00%0.000240.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.0560.000.0000.00%0.0008.79720.00%0.000290.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.2120.650.0000.00%0.0003.78560.00%0.000170.0790.00%0.000 NFieldUncorrected field blowcounts0.2160.660.0000.00%0.0003.71560.00%0.000170.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.3290.820.0000.00%0.0003.02490.00%0.000130.0740.00%0.000v        Total vertical stress0.3830.860.0000.00%0.0002.85470.00%0.000120.0710.00%0.000'vEffective vertical stress0.1760.570.0000.00%0.0004.29590.00%0.000190.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.1240.400.0000.00%0.0004.91630.00%0.000220.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.043-0.130.0000.00%0.00010.14740.00%0.000310.0710.00%0.000 CNOverburden correction for blowcounts0.2550.730.0000.00%0.0003.29530.00%0.000160.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.2030.630.0000.00%0.0003.65570.00%0.000180.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.034-0.240.0000.00%0.00012.50760.00%0.000320.0700.00%0.000 CRRod length correction factor; relative to standard SPT sampling methods0.5000.950.0000.00%0.0002.12350.00%0.00070.0670.00%0.000 CSSampler liner correction factor; relative to standard SPT sampling methods CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
30 PGAROCK =
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
0.08 g
Hammer Type =
FPGA =
1.6 Drilling Method =
Standard SPT Spoon OD (in.) =
2.0 Standard SPT Spoon ID (in.) =
1.375 Depth GW =
30 ft 826.2 ft Standard SPT Hammer weight (lb) =
140 Standard SPT Hammer Drop (in.) =
30 Surcharge:
0 psf Height of Surcharge:
0 ft G11-10 non-standard energy
'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor
& hammer liner factor factor factor dia. factor N60 (N1)60 Dr
'1 surcharge, k=
(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?
(ft)
(ft)
Type (pcf)
(blows/ft)
(Heave, etc.)
(%)
(psf)
(psf)
CN CHS Cs CER CR CB (blows/ft)
(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 823.7 Sand 105 18 3
263 263 1.70 1.00 1.00 1.20 0.75 1.00 16 28 71 0.000 0
28 0.997 0.083 0.37 1.56 1.100 0.63 7.6
>3 No 5
821.2 Sand 105 16 5
525 525 1.70 1.00 1.00 1.20 0.75 1.00 14 24 67 0.002 0
24 0.984 0.082 0.28 1.56 1.100 0.48 5.8
>3 No 7.5 818.7 Sand 105 20 3
788 788 1.59 1.00 1.00 1.20 0.75 1.00 18 29 72 0.000 0
29 0.970 0.081 0.41 1.56 1.100 0.71 8.8
>3 No 10 816.2 Sand 105 14 7
1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 13 17 56 0.135 0
18 0.955 0.079 0.18 1.56 1.085 0.30 3.8
>3 No 15 811.2 Sand 105 15 3
1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 15 17 56 0.000 0
17 0.923 0.077 0.18 1.56 1.035 0.28 3.7
>3 No 20 806.2 Sand 105 12 6
2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 14 13 49 0.028 0
13 0.887 0.074 0.14 1.56 1.000 0.22 3.0
>3 No 25 801.2 Sand 105 12 3
2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 14 12 47 0.000 0
12 0.849 0.071 0.13 1.56 0.978 0.20 2.9 2.9 No 30 796.2 Sand 105 21 2
3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 24 19 59 0.000 0
19 0.809 0.067 0.20 1.56 0.948 0.29 4.3
>3 No 35 791.2 Sand 105 24 3
3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 29 22 63 0.000 0
22 0.770 0.070 0.24 1.56 0.932 0.34 4.9
>3 No 40 786.2 Sand 105 34 4
4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 41 31 74 0.000 0
31 0.730 0.071 0.52 1.56 0.890 0.72 10.1
>3 No 45 781.2 Sand 105 18 3
4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 22 16 53 0.000 0
16 0.692 0.072 0.16 1.56 0.933 0.24 3.3
>3 No 50 776.2 Sand 105 21 3
5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 25 18 57 0.000 0
18 0.656 0.072 0.18 1.56 0.921 0.26 3.7
>3 No 60 766.2 Sand 105 40 3
6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 48 32 76 0.000 0
32 0.589 0.070 0.67 1.56 0.832 0.87 12.5
>3 No 70 756.2 Sand 105 9
3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 11 7
35 0.000 0
7 0.533 0.067 0.10 1.56 0.932 0.14 2.1 2.1 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement
(%)
(%)
(%)
(inches)
FSLIQ
(%)
(inches)
(blows/ft)
(%)
(inches)
Legend 0.065 0.07 0.000 0.00%
0.000 7.57 71 0.00%
0.000 28 0.083 0.00%
0.000 Depth Depth of sample (ft) 0.095 0.26 0.000 0.00%
0.000 5.83 67 0.00%
0.000 24 0.082 0.00%
0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.056 0.00 0.000 0.00%
0.000 8.79 72 0.00%
0.000 29 0.081 0.00%
0.000 bulk Bulk unit weight of soil (pcf) 0.209 0.64 0.000 0.00%
0.000 3.81 56 0.00%
0.000 18 0.079 0.00%
0.000 NField Uncorrected field blowcounts 0.216 0.66 0.000 0.00%
0.000 3.71 56 0.00%
0.000 17 0.077 0.00%
0.000 Fines Content Approximate percent of fines (minus No. 200) 0.328 0.82 0.000 0.00%
0.000 3.03 49 0.00%
0.000 13 0.074 0.00%
0.000 Vv Total vertical stress 0.383 0.86 0.000 0.00%
0.000 2.85 47 0.00%
0.000 12 0.071 0.00%
0.000 V'v Effective vertical stress 0.176 0.57 0.000 0.00%
0.000 4.29 59 0.00%
0.000 19 0.067 0.00%
0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)
0.124 0.40 0.000 0.00%
0.000 4.91 63 0.00%
0.000 22 0.070 0.00%
0.000 Depth GW Groundwater level below ground surface (ft) 0.043
-0.12 0.000 0.00%
0.000 10.10 74 0.00%
0.000 31 0.071 0.00%
0.000 CN Overburden correction for blowcounts 0.255 0.73 0.000 0.00%
0.000 3.29 53 0.00%
0.000 16 0.072 0.00%
0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.203 0.63 0.000 0.00%
0.000 3.65 57 0.00%
0.000 18 0.072 0.00%
0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.034
-0.24 0.000 0.00%
0.000 12.50 76 0.00%
0.000 32 0.070 0.00%
0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%
0.000 2.12 35 0.00%
0.000 7
0.067 0.00%
0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)
(for cohesionless soil only)
Wspt Hspt (OD^3 - ID^3)
CHS =
Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =
OD^3 - ID^3 S =
0.00 in S =
0.00 in S =
0.00 in S =
0.0 in 144 W H Dia Borehole diameter (mm)


==References:==
==References:==
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME: SHINE_LiqPotandSettle.xlsx         PROJECT NUMBER:   113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-8Idriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4Total Settlement 1Total Settlement 2Total Settlement 3,4CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-08  SHINE MEDICAL TECHNOLOGIESTotal Settlement (average)CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTBorehole =SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft825.0ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-09non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
DATE:
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5822.5Sand1051182632631.701.001.001.200.751.001017560.4960170.9970.0830.181.561.1000.303.7>3No5820.0Sand1053735255251.701.001.001.200.751.003357900.0000570.9840.0822.001.561.1002.0024.4>3No7.5817.5Sand1052937887881.591.001.001.200.751.002642870.0000420.9700.0812.001.561.1002.0024.8>3No10815.0Sand1051731,0501,0501.381.001.001.200.751.001521620.0000210.9550.0790.221.561.0970.384.7>3No 15810.0Sand1052031,5751,5751.131.001.001.200.851.002023650.0000230.9230.0770.251.561.0440.415.3>3No 20805.0Sand1052042,1002,1000.981.001.001.200.951.002322630.0000220.8870.0740.241.561.0010.375.0>3No 25800.0Sand1051432,6252,6250.871.001.001.200.951.001614500.0000140.8490.0710.151.560.9770.223.2>3No 30795.0Sand1051233,1503,1500.801.001.001.200.951.001411440.0000110.8090.0670.121.560.9620.192.82.8No 35790.0Sand1053433,6753,3630.771.001.001.201.001.004131750.0000310.7700.0700.591.560.8990.8311.9>3No 40785.0Sand1052034,2003,5760.751.001.001.201.001.002418570.0000180.7300.0710.181.560.9350.273.7>3No45780.0Sand1053234,7253,7890.731.001.001.201.001.003828710.0000280.6920.0720.381.560.8920.537.4>3No50775.0Sand1054435,2504,0020.711.001.001.201.001.005337820.0000370.6560.0721.901.560.8112.0027.9>3No 60765.0Sand1053256,3004,4280.671.001.001.201.001.003826680.0020260.5890.0700.311.560.8750.426.1>3No 70755.0Sand1052437,3504,8540.641.001.001.201.001.002918580.0000180.5330.0670.191.560.8950.263.9>3No 80745.0Sand1055038,4005,2800.621.001.001.201.001.006037820.0000370.4890.0651.721.560.7301.9630.3>3No 90735.0Sand1055039,4505,7060.591.001.001.201.001.006036800.0000360.4560.0631.241.560.7311.4122.5>3No100725.0Sand10527310,5006,1320.571.001.001.201.001.003219580.0000190.4360.0620.191.560.8650.264.1>3NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
7/20/2012 Mw:
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.2140.650.0000.00%0.0003.66560.00%0.000170.0830.00%0.000DepthDepth of sample (ft)0.000-2.140.0000.00%0.00024.42900.00%0.000570.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.006-0.930.0000.00%0.00024.77870.00%0.000420.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.1400.460.0000.00%0.0004.74620.00%0.000210.0790.00%0.000 NFieldUncorrected field blowcounts0.1130.350.0000.00%0.0005.29650.00%0.000230.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.1230.390.0000.00%0.0005.02630.00%0.000220.0740.00%0.000v        Total vertical stress0.3090.800.0000.00%0.0003.18500.00%0.000140.0710.00%0.000'vEffective vertical stress0.4290.890.0000.00%0.0002.77440.00%0.000110.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.038-0.190.0000.00%0.00011.90750.00%0.000310.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.2000.620.0000.00%0.0003.74570.00%0.000180.0710.00%0.000 CNOverburden correction for blowcounts0.0620.050.0000.00%0.0007.36710.00%0.000280.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.015-0.600.0000.00%0.00027.94820.00%0.000370.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.0800.180.0000.00%0.0006.08680.00%0.000260.0700.00%0.000CRRod length correction factor; relative to standard SPT sampling methods0.1880.600.0000.00%0.0003.92580.00%0.000180.0670.00%0.00 0CSSampler liner correction factor; relative to standard SPT sampling methods0.016-0.580.0000.00%0.00030.27820.00%0.000370.0650.00%0.000CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods0.020-0.470.0000.00%0.00022.47800.00%0.000360.0630.00%0.000 CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)0.1880.590.0000.00%0.0004.11580.00%0.000190.0620.00%0.000Wspt Hspt (OD^3 - ID^3)
Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)
CHECK:
TGK PGA = FPGA
* PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:
7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-10 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)
CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-10 SHINE MEDICAL TECHNOLOGIES Borehole =
CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:
Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation


==References:==
At Golder Associates we strive to be the most respected global' group of companies specializing in ground engineering and environmental services.
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes,  I.M. Idriss,  and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.  
Employee owned since our formation in 1960, we have created a unique culture with pride in ownership, resulting in long-term organizational stability.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
Golder professionals take the time to build an understanding of client needs and of the specific environments in which they operate. We continue to expand our techn1cal capabilities and have experienced steady growth with employees now operating from offices located throughout Africa, Asia, Australasia, Europe, North America and South America.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Golder Associates Inc.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
4438 Haines Road Duluth, MN 55811 USA Tel: (218) 724-0088 Fax: (218)724-0089 Africa Asia Australasia Europe North America South America
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
+ 27 11 254 4800 t 852 2562 3658
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
+ 61 3 8862 3500
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:   113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-9Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-09  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSA/Mud Rotary GroundwaterGround Surface Elevation Spoon OD (in.) =2.0Energy Ratio (ER) =72%Return Period =4,975yearsSpoon ID (in.) =1.375Hole Dia (I.D. for HSA) =83(65-115, 150 or 200) mmMw =5.80Hammer weight (lb) =140Sampler Lined (Y/N) =N/APGA =0.13gHammer Drop (in.) =30PGAROCK =0.08gHammer Type =
+ 356 21 42 30 20
FPGA =1.6Drilling Method =Standard SPT Spoon OD (in.) =2.0Standard SPT Spoon ID (in.) =1.375Depth GW =30ft826.2ftStandard SPT Hammer weight (lb) =140Standard SPT Hammer Drop (in.) =30Surcharge:0psfHeight of Surcharge:0ft G11-10non-standardenergy SampleFinesoverburdensampler sizesampleratiorod lengthborehole(based on FSLIQFSLIQPotentiallyDepthElevationSoilbulk NFieldCommentsContentv'vfactor& hammerliner factorfactorfactordia. factor N60(N1)60Drsurcharge, k=
+ 1 800 275 3281
(N1)60 CSrdCSRCRR7.5MSFKsCRR(as(asLiquefiable?(ft)(ft)Type(pcf)(blows/ft)(Heave, etc.)(%)(psf)(psf)
+ 55 21 3095 9500 solutions@golder.com I'Jww.goldercom (IJGotder Associates Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation
CNCHSCsCERCRCB(blows/ft)(blows/ft)%0.4(blows/ft)calculated)plotted)2.5823.7Sand1051832632631.701.001.001.200.751.001628710.0000280.9970.0830.371.561.1000.637.6>3No5821.2Sand1051655255251.701.001.001.200.751.001424670.0020240.9840.0820.281.561.1000.485.8>3No7.5818.7Sand1052037887881.591.001.001.200.751.001829720.0000290.9700.0810.411.561.1000.718.8>3No10816.2Sand1051471,0501,0501.381.001.001.200.751.001317560.1350180.9550.0790.181.561.0850.303.8>3No 15811.2Sand1051531,5751,5751.131.001.001.200.851.001517560.0000170.9230.0770.181.561.0350.283.7>3No 20806.2Sand1051262,1002,1000.981.001.001.200.951.001413490.0280130.8870.0740.141.561.0000.223.0>3No 25801.2Sand1051232,6252,6250.871.001.001.200.951.001412470.0000120.8490.0710.131.560.9780.202.92.9No 30796.2Sand1052123,1503,1500.801.001.001.200.951.002419590.0000190.8090.0670.201.560.9480.294.3>3No 35791.2Sand1052433,6753,3630.771.001.001.201.001.002922630.0000220.7700.0700.241.560.9320.344.9>3No 40786.2Sand1053444,2003,5760.751.001.001.201.001.004131740.0000310.7300.0710.521.560.8900.7210.1>3No45781.2Sand1051834,7253,7890.731.001.001.201.001.002216530.0000160.6920.0720.161.560.9330.243.3>3No50776.2Sand1052135,2504,0020.711.001.001.201.001.002518570.0000180.6560.0720.181.560.9210.263.7>3No 60766.2Sand1054036,3004,4280.671.001.001.201.001.004832760.0000320.5890.0700.671.560.8320.8712.5>3No 70756.2Sand105937,3504,8540.641.001.001.201.001.00117350.000070.5330.0670.101.560.9320.142.12.1NolimFmaxvSettlementDrvSettlement (N1)60csCSRvSettlement(%)(%)(%)(inches)
FSLIQ %(%)(inches)(blows/ft)(%)(inches)Legend0.0650.070.0000.00%0.0007.57710.00%0.000280.0830.00%0.000DepthDepth of sample (ft)0.0950.260.0000.00%0.0005.83670.00%0.000240.0820.00%0.000Soil TypeDominate soil type: Gravel, Sand, Silt, or Cla y0.0560.000.0000.00%0.0008.79720.00%0.000290.0810.00%0.000bulk Bulk unit weight of soil (pcf)0.2090.640.0000.00%0.0003.81560.00%0.000180.0790.00%0.000 NFieldUncorrected field blowcounts0.2160.660.0000.00%0.0003.71560.00%0.000170.0770.00%0.000Fines ContentApproximate percent of fines (minus No. 200)0.3280.820.0000.00%0.0003.03490.00%0.000130.0740.00%0.000v        Total vertical stress0.3830.860.0000.00%0.0002.85470.00%0.000120.0710.00%0.000'vEffective vertical stress0.1760.570.0000.00%0.0004.29590.00%0.000190.0670.00%0.000 EREnergy ratio (efficiency) for the hammer and sampling system (%)0.1240.400.0000.00%0.0004.91630.00%0.000220.0700.00%0.000Depth GWGroundwater level below ground surface (ft)0.043-0.120.0000.00%0.00010.10740.00%0.000310.0710.00%0.000 CNOverburden correction for blowcounts0.2550.730.0000.00%0.0003.29530.00%0.000160.0720.00%0.000 CEREnergy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling0.2030.630.0000.00%0.0003.65570.00%0.000180.0720.00%0.000 CBBorehole diameter correction factor; relative to standard SPT sampling methods0.034-0.240.0000.00%0.00012.50760.00%0.000320.0700.00%0.000 CRRod length correction factor; relative to standard SPT sampling methods0.5000.950.0000.00%0.0002.12350.00%0.00070.0670.00%0.000 CSSampler liner correction factor; relative to standard SPT sampling methods CHSSampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS =W H (ODspt^3 - IDspt^3)(for cohesionless soil only)Wspt Hspt (OD^3 - ID^3)
CHS =Rs(spt) / RsRs and Rs(spt)Burmistor's input energy and sampler size correction factorRs =OD^3 - ID^3S =0.00inS =0.00inS =0.00inS =0.0in144 W HDiaBorehole diameter (mm)


==References:==
At Golder Associates we strive to be the most respected global group of companies specializing in ground engineering and environmental services.
Sampler LinedSampler lined or unlined1Soil Liquefaction During Earthquakes,  I.M. Idriss,  and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.GSEGround surface elevation (feet)2Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.
Employee owned since our formation in 1960, we llave created a unique culture with pride in ownership, resulting in long-term organizational stability.
(N1)60SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986)3Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.
Golder professionals take the time to build an understanding of client needs and of the specific environments in whict1 they operate. We continue to expand our technical capabilities and have experienced steady growth witll employees now operating from offices located throughout Africa, Asia. Australasia.
(N1)60 CSSPT blowcount corrected for fines content4Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.
Europe. Nortt1 Amenca and South America.
DrRelative Density, % (max of 90% utilized in this analysis)5Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.
Golder Associates Inc.
rdStress reduction factor CSRCyclic Stress Ratio (seismic demand)
4438 Haines Road Duluth, MN 55811 USA Tel: (218) 724-0088 Fax: (218) 724-0089 Africa Asia Australasia Europe North America South America  
CRR7.5Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquakeDONE BY:TER MSFMagnitude scaling factor FSLIQFactor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high". DATE: 7/20/2012Mw: Earthquake moment magnitudePGA & PGAROCKPeak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)CHECK: TGKPGA = FPGA
+ 27 11 254 4800  
* PGAROCKFPGASite coefficient to account for amplification or attenuation of PGA ROCK seismic motions in rock to the ground surfaceDATE: 7/20/2012FILE NAME:  SHINE_LiqPotandSettle.xlsx          PROJECT NUMBER:  113-81051SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WITABLE F-10Total Settlement 1Total Settlement 2Total Settlement 3,4Total Settlement (average)CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-10  SHINE MEDICAL TECHNOLOGIESBorehole =CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENTIdriss and Boulanger, 2008 1Ishihara, 1992 2Tokimatsu and Seed, 1987 3 as modified by Lee, 2007 4SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL 1Input Parameters:Hammer / Split SpoonEarthquake MotionAutomatic4.25" HSAGroundwaterGround Surface Elevation At Golder Associates we strive to be the most respected global' group of companies specializing in ground engineering and environmental services. Employee owned since our formation in 1960, we have created a unique culture with pride in ownership, resulting in long-term organizational stability. Golder professionals take the time to build an understanding of client needs and of the specific environments in which they operate.
+ 852 2562 3658  
We continue to expand our techn1cal capabilities and have experienced steady growth with employees now operating from offices located throughout Africa, Asia, Australasia, Europe, North America and South America. Golder Associates Inc. 4438 Haines Road Duluth, MN 55811 USA Tel: (218) 724-0088 Fax: (218)724-0089 Africa Asia Australasia Europe North America South America + 27 11 254 4800 t 852 2562 3658 + 61 3 8862 3500 + 356 21 42 30 20 + 1 800 275 3281 + 55 21 3095 9500 solutions@golder.com I'Jww.goldercom (IJGotder Associates Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation At Golder Associates we strive to be the most respected global group of companies specializing in ground engineering and environmental services.
+ 61 3 8862 3500  
Employee owned since our formation in 1960, we llave created a unique culture with pride in ownership, resulting in long-term organizational stability
+ 356 21 42 30 20  
. Golder professionals take the time to build an understanding of client needs and of the specific environments in whict1 they operate.
+ 1 800 275 3281  
We continue to expand our technical capabilities and have experienced steady growth witll employees now operating from offices located throughout Africa, Asia. Australasia.
+55 21 3095 9500 solutions@golder.com wv.w.golder.com Cfi'Golder Associates Golder. Golder Associates and the GA globe design are trademarks of Golder Associates Corporation}}
Europe. Nortt1 Amenca and South America. Golder Associates Inc. 4438 Haines Road Duluth, MN 55811 USA Tel: (218) 724-0088 Fax: (218) 724-0089 Africa Asia Australasia Europe North America South America + 27 11 254 4800 + 852 2562 3658 + 61 3 8862 3500 + 356 21 42 30 20 + 1 800 275 3281 +55 21 3095 9500 solutions@golder
.com wv.w.golder.com Cfi'Golder Associates Golder. Golder Associates and the GA globe design are trademarks of Golder Associates Corporation}}

Latest revision as of 03:40, 11 January 2025

Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 26 - Preliminary Geotechnical Engineering Report (Janesville), Rev 3
ML13309B618
Person / Time
Site: SHINE Medical Technologies
Issue date: 08/03/2012
From:
Golder Associates, SHINE Medical Technologies
To:
Office of Nuclear Reactor Regulation
Shared Package
ML13303A887 List:
References
113-81051, SMT-2013-034
Download: ML13309B618 (185)
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184 pages follow ENCLOSURE 2 ATTACHMENT 26 SHINE MEDICAL TECHNOLOGIES, INC.

SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION PRELIMINARY GEOTECHNICAL ENGINEERING REPORT JANESVILLE, WISCONSIN REVISION 3, AUGUST 3, 2012



Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation A world of capabilities delivered locally







PRELIMINARYGEOTECHNICAL

ENGINEERINGREPORT

JANESVILLE,WISCONSIN





SubmittedTo: RichardVannBynum,COO





SHINEMedicalTechnologies





8123ForsythiaSt.,Suite140





Middleton,WI53562







SubmittedBy: GolderAssociatesInc.





4438HainesRoad





Duluth,MN55811USA









Distribution:

KatrinaPitas,SHINEMedicalTechnologies





GolderAssociatesInc.





ProjectNo.

11381051



ReportNo.

GolderReport6,Rev3,August3,2012









PRELIMINARYGEOTECHNICAL ENGINEERING REPORT



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EXECUTIVE

SUMMARY



This report presents the geotechnical engineering review for the SHINE Medical Technologies (SHINE) proposed medical isotope production facility. The proposed site is located in Rock County, Wisconsin.

Specifically, the building site is located in south Janesville about 0.75 miles south of East Avalon Road between North Riverside Drive and Prairie Street. This is directly east of the Southern Wisconsin Regional Airport. Golder Associates Inc (Golder) was contracted by SHINE to provide geotechnical engineering, seismic review and hydrology analyses services for the proposed facility. Golders Quality Assurance Program Description (Golder, 2012e), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995, provides a description of the quality assurances program under which these services were provided.

Our review of the proposed site included performing a site reconnaissance and geotechnical investigation. Field and laboratory efforts were performed in strict conformance with Golders Duluth Office Field and Laboratory Quality Manual (Golder, 2011a). Golder was approved as a vendor for these services following a supplier assessment performed by SHINE in October/November, 2011. The supplier assessment of Golder was performed in accordance with SHINEs Quality Assurance Program Description (SHINE 2011), based on guidance in Regulatory Guide 2.5 and ANSI/ANS 15.8-1995.

The site reconnaissance was performed to review the site for potential geohazards. No geohazards were noted. The project site is presently an agricultural field with a center-pivot irrigation system. Based on our field observations, corn and soybeans were the crops raised during the 2011 growing season. The crops had been harvested at the time of our investigation. Surface topography of the area slopes gently to the southwest towards the Rock River, which is located 2 miles west and flows north to south. The ground surface across the proposed building area slopes gently to the northwest with grades dropping up to 7 feet across the site.

The geotechnical investigation involved drilling 15 boreholes (including ten geotechnical boreholes) and a 100-foot-deep cased borehole for Vertical Seismic Profile (VSP) testing, and installing four groundwater monitoring wells.



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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx The SHINE site in Rock County, Wisconsin, has been influenced strongly by Pleistocene (1.8 million years to 10,000 years ago) glacial erosion and deposition, and subsequent post-glacial erosional and depositional processes. The site is covered by a mantle of well-drained loamy soils underlain by stratified sand and gravel (USDA SCS, 1974; Fullerton et al., 2003; RCGIS, 2012). These sands and gravels represent late Wisconsin to possibly Holocene age glaciofluvial outwash deposits, transported from the Wisconsin-age glacial moraines related to the Green Bay Ice lobe of the Laurentide Ice Sheet to the north (Attig et al., 2011). Depth to bedrock at the Janesville site may be as deep as 300 feet (Mudrey et al.,

1982; WGNHS, 1983), supported by geotechnical boreholes for this investigation completed to 221-foot depths without encountering bedrock. Bedrock consists of Cambrian and Ordovician sedimentary bedrock (conglomerate, dolomite, limestone, sandstone, shale) with estimated shallow to horizontal dips, underlain by Proterozoic bedrock (Mudrey et al., 1982; Cannon et al., 1999).

The geotechnical investigation revealed mostly clean sandy soils to a depth of 221 feet. Lab testing showed the soils to be primarily clean (SP) sandy soils with occasional gravel layers. Based on SPT N values, density of the sand increases with depth. Sandy soils observed down to approximately 60 to 80 feet below ground surface (bgs) were classified compact to dense except at or near water table in some boreholes which were classified loose. Below approximately 80 feet sandy soils were dense to very dense. A 10- to 18-foot stratum of clayey silt classified as hard was observed approximately 180 to 185 feet bgs in the three deeper borings. The deeper borings were terminated in very dense sandy soil.

Groundwater was observed at a depth of 50 - 65 feet bgs. N values are displayed on the Record of Borehole Figures for both Monitoring Well and Geotechnical Boring Logs located in Appendix A and B, and density/consistency classifiers in Figure 5.

VSP testing was performed to determine the Site Soil Classification. Based on the parameters measured, seismic shear wave velocities ranged from 459 feet per second at ground surface to 1,804 feet per second at depths from 94.5 of 103.5 feet bgs. Also, an average shear-wave velocity (Vavg) in the upper 100.5 feet was calculated as 1,081 feet per second. This Vavg value indicates a soil Site Class D, stiff soil, based on Table 20.3.1 of ASCE, 2006 (Publication 7-05, Minimum Design Loads for Buildings and Other Structures).

Hydraulic conductivity (slug) tests were performed in three of the four monitoring wells. The field results of this testing are shown in Appendix E, and interpretation of the field results are provided in Golders Preliminary Hydrological Analyses (Golder, 2012c).

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Our geotechnical review indicates the sandy subsoil is suitable for supporting the new structure, spread footing foundations, and slabs-on-grade. Foundations bearing on the native sandy soils or compacted fill for the building structure and the Mo99 generators can be designed for bearing pressures of between 4,000 and 8,000 pounds per square foot. The higher bearing capacity can be used for footings placed greater than 12 feet below the existing ground surface. These bearing capacities are designed for a six foot wide footing with factor of safety to 3.0 and a tolerance for settlement of less than 1 inch. If significantly larger foundations, such as mats are used to support the Mo-99 generators, lower net allowable bearing pressures may be warranted to limit settlement to 1 inch. Calculations were performed considering both shear and settlement using Terzahis Theory, with soil density of 118 pounds per cubic foot from the max-min laboratory test results in Figures C12 - C14, a cohesion value of zero, and an assumed friction angle of 34 degrees for sandy soils.

Building perimeter footings should be placed a minimum of 48 inches below the ground surface to protect them against impacts associated with seasonal frost penetration. Because groundwater is observed at a depth of 50 to 65 feet, it should not be encountered in excavations, provided the depth of the construction table is above this elevation. We therefore, conclude construction dewatering and permanent dewatering will not be needed. The sandy soils will also provide good support for the access roadways and parking lots associated with the facility. The ground surface after completion of construction should be graded to promote positive drainage away from the building and paved surfaces. Surface water should be directed toward stormwater catchment basins or other drainage courses.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table of Contents 1.0

INTRODUCTION............................................................................................................................... 1

1.1

ProjectLocation...........................................................................................................................1

1.2

ProposedDevelopment...............................................................................................................1

2.0

SITE RECONNAISSANCE............................................................................................................... 2

3.0

FIELD INVESTIGATION................................................................................................................... 3

3.1

SubsurfaceDrilling.......................................................................................................................3

3.2

SampleCollection........................................................................................................................3

3.3

MonitoringWells.........................................................................................................................4

3.4

GeotechnicalBuildingBorings.....................................................................................................5

3.5

SeismicProfilingTestBorehole....................................................................................................6

3.6

SiteSurvey....................................................................................................................................6

4.0

LABORATORY TESTING................................................................................................................. 8

5.0

SITE CONDITIONS........................................................................................................................... 9

5.1

SiteSurfaceGeology....................................................................................................................9

5.2

SubsurfaceConditions.................................................................................................................9

5.2.1

Soil............................................................................................................................................9

5.2.2

Groundwater..........................................................................................................................10

5.3

GeologicHazards........................................................................................................................11

6.0

FIELD TESTING............................................................................................................................. 13

6.1

ShearWaveVelocityProfile......................................................................................................13

6.2

HydraulicConductivityTesting..................................................................................................14

7.0

GEOTECHNICAL REVIEW............................................................................................................. 16

7.1

ProjectInformation....................................................................................................................16

7.2

Foundations...............................................................................................................................17

7.2.1

BuildingFoundations.............................................................................................................17

7.2.2

Mo99GeneratorFoundations..............................................................................................18

7.2.3

BelowGradeWalls.................................................................................................................19

7.2.4

ConcreteFloorSlabs..............................................................................................................19

7.3

Excavations................................................................................................................................19

7.4

RoadwaysandParkingLot.........................................................................................................20

7.5

SiteGrading................................................................................................................................20

8.0

Seismic hazards.............................................................................................................................. 21

8.1

SeismicHazardAssessment.......................................................................................................21

8.2

SoilSiteClassification.................................................................................................................21

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InternationalBuildingCodeSeismicDesignParameters...........................................................21

8.4

LiquefactionPotentialandOtherSeismicallyInducedGroundFailures...................................22

8.4.1

QualitativeReviewofLiquefactionPotential........................................................................22

8.4.2

QuantitativeReviewofLiquefactionPotential......................................................................23

9.0

USE OF REPORT........................................................................................................................... 25

10.0

CLOSING........................................................................................................................................ 26

11.0

REFERENCES................................................................................................................................ 27

List of Tables (in text)

Table3.61

MonitoringWell,Borehole,andVSPTestHoleLocationsandElevations

Table4.2.21

WaterLevelReadings

Table6.21

SlugTestResultsforMonitoringWellsSMGW1A,SMGW2A,SMGW3A

Table8.3.1

2009IBCASCE705SeismicParameters



List of Figures Figure1

VicinityMap

Figure2

SiteMap

Figure3

BoreholeLocationMap

Figure4

ProposedFloorPlan

Figure5

SoilClassificationLegend





Appendix A - Monitoring Wells FigureA1

RecordofBoreholeSMGW1A

FigureA2

RecordofBoreholeSMGW2A

FigureA3

RecordofBoreholeSMGW3A

FigureA4

RecordofBoreholeSMGW4A



Appendix B - Logs of Geotechnical Borings FigureB1

RecordofBoreholeG1101

FigureB2

RecordofBoreholeG1102

FigureB3

RecordofBoreholeG1103

FigureB4

RecordofBoreholeG1104

FigureB5

RecordofBoreholeG1105

FigureB6

RecordofBoreholeG1106

FigureB7

RecordofBoreholeG1107





FigureB8

RecordofBoreholeG1108

FigureB9

RecordofBoreholeG1109

FigureB10

RecordofBoreholeG1110

FigureB11

RecordofBoreholeVSP01





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Appendix C - Laboratory Testing Results TableC1

SummaryofLaboratoryTestResults

FigureC1C10GrainSizeDistribution

FigureC11

AtterbergLimitTestResults

FigureC12C14RelativeDensity(Max/Min)



Appendix D - Site Soil Classification for Seismic Design GolderReportGR1,Revision5,August3,2012

AttachmentAVerticalSeismicProfilingTestResults(GolderReportGR3,Rev3,August3,2012)

AttachmentB-Calculations of Soil Site Class



Appendix E - Field Hydrology Testing Results TROLL500DateLoggerInformationfromSlugTestsinWellSMGW1A

TROLL500DateLoggerInformationfromSlugTestsinWellSMGW2A

TROLL500DateLoggerInformationfromSlugTestsinWellSMGW3A

Appendix F - Results of Liquefaction Analysis FigureF1

PlotofCorrectedBlowCountsandLiquefactionPotential

FigureF2

PlotofShearWaveandLiquefactionPotential-BoreholeVSP01

TableF1

CorrectedSPTDataandLiquefactionPotentialG1101

TableF2

CorrectedSPTDataandLiquefactionPotentialG1102

TableF3

CorrectedSPTDataandLiquefactionPotentialG1103

TableF4

CorrectedSPTDataandLiquefactionPotentialG1104

TableF5

CorrectedSPTDataandLiquefactionPotentialG1106

TableF6a

CorrectedSPTDataandLiquefactionPotentialG1106

TableF6b

CorrectedSPTDataandLiquefactionPotentialG1106(continued)

TableF7

CorrectedSPTDataandLiquefactionPotentialG1107

TableF8

CorrectedSPTDataandLiquefactionPotentialG1108

TableF9

CorrectedSPTDataandLiquefactionPotentialG1109

TableF10

CorrectedSPTDataandLiquefactionPotentialG1110

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1.0 INTRODUCTION

This report presents the geotechnical subsurface investigation and engineering review for the proposed SHINE Medical Technologies (SHINE) isotope production facility in Rock County, Wisconsin. Golder Associates Inc (Golder) was contracted by SHINE (October 12, 2011) to provide geotechnical engineering, seismic review and hydrology analyses services. These services are to assess the suitability of the site for the proposed development and provide specific sections in the Safety Analysis Report (SAR) for the Nuclear Regulatory Commission (NRC) facility license permit application.

1.1 Project Location The proposed SHINE Medical Technologies facility project site is located in Rock County, Wisconsin, about 0.75 mile south of East Avalon Road between North Riverside Drive and Prairie Street. This is directly east of the Southern Wisconsin Regional Airport (see Figure 1 and Figure 2).

1.2 Proposed Development The proposed SHINE production facility will produce molybdenum-99 (Mo-99) for use in medical diagnostic testing. The production facility will be comprised of a single building having an irregular footprint of approximately 167 feet in the east-west direction by 415 feet in the north-south direction and an estimated floor to roof deck height of 86 feet for a portion of the facility with a 33 feet roof deck height for approximately two-thirds of the facility. The general footprint of the building, Seismic boundary and production cells are indicated in Figure 4. The majority of the building will be constructed with an at-grade finished floor elevation near the existing ground surface. The entire facility will be classified as a radiological facility. Additional details about the proposed development, including description of support facilities, are included in Section 7.1, Project Information.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 2.0 SITE RECONNAISSANCE The location and topography of the site are depicted in Figure 1. On October 20, 2011, a site reconnaissance was performed to observe visible and potential geohazards at the site and surrounding area. A Phase I Environmental Site Assessment was performed in accordance with ASTM procedure 1527, the results of which are included in Golder, 2012b.

The project site is presently an agricultural field with a center-pivot irrigation system. Based on our observations, corn and soybeans were the crops raised during the 2011 growing season. The crops had been harvested at the time of our investigation. No surficially dumped or uncontrolled fill, existing structures, or remnants of prior development (such as foundations) were observed. Generalized surface topography of the area slopes gently to the southwest towards the Rock River, which is located 2 miles west and flows north to south. The ground surface across the proposed 316-foot-square building area slopes gently to the northwest with grades dropping about 7 feet from the southeast to the northwest corners.

The site was visually reviewed for geohazards as part of the site reconnaissance. We looked for faulting, landslides, erosion, sediment deposits from rivers or lakes, karst features or mining activity, ground subsidence, and soil shrinking or swelling. There was no evidence of geohazards as noted above in our field review. Further detail of the geologic hazard review is presented in Section 5.0, Site Conditions.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 3.0 FIELD INVESTIGATION 3.1 Subsurface Drilling Our subsurface exploration consisted of drilling and sampling 14 boreholes at locations shown in Figure 2. An additional borehole was drilled, but not sampled; this borehole has a 2-inch-diameter PVC casing installed for seismic profile testing to be performed at a later date. Four boreholes (SM-GW1A, SM-GW2A, SM-GW3A and SM-GW4A) were completed as groundwater monitoring wells. The remaining ten boreholes were drilled for the geotechnical investigation within the proposed building area. The boreholes were drilled by Twin Ports Testing, under the direction of a Golder geologist. Boreholes were advanced by Hollow Stem Auger (HSA) method or a combination of HSA followed by mud rotary method for the 3 deeper geotechnical borings. The deeper borings extended well beyond groundwater level and the drilling method was switched to mud rotary to counteract the soil-heaving potential of water-bearing sandy soils. Golder recorded the borehole locations with a Garmin global positioning system (GPS) hand held unit. After completion of the field drilling program, Ayres surveyed the borehole locations. The horizontal survey datum used was NAD/1983/91 Harn, US Survey Feet. The vertical datum is NAVD88 (2007) Geoid 09.

3.2 Sample Collection Representative samples of the soils encountered in the borehole were obtained by driving a split-spoon sampler ahead of the augers in accordance with ASTM Designation D1586, generally known as the Standard Penetration Test (SPT). Drive samples were collected at 5-and 10-foot intervals to boring completion using a 2-inch outside diameter split-spoon sampler. The sampler was driven a depth of 24 inches for each test in the monitoring well boreholes and the continuously sampled portion of one of the deeper geotechnical boreholes. The sampler was driven 18 inches for the remainder of this and all other geotechnical boreholes. Length of sample recovery was measured and recorded along with driving length on boring logs located in Appendix A and B.

Prior to driving the split-spoon, the exposed segment of the drill rod was measured to verify sampler depth and/or check for sand heave in the auger. Although no soil heaving was detected in borehole checks during drilling, loose sandy soils were observed close to the groundwater levels in 6 of 11 boreholes advanced by the HSA method. Such loose soils were not observed in boreholes advanced by the mud rotary method, which suggests water-bearing soils may have experienced disturbance prior to a SPT in some boreholes advanced exclusively by the HSA method. However, the SPT results were not discounted in the geotechnical review.

The sampler was driven vertically in measured intervals for each test using a 140-pound automatic drop hammer free-falling for 30 inches. The number of blows required to drive the sampler each 6-inch interval of the sampling attempt is recorded on the borehole logs. In addition, the total number of blows required

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx to advance the sampler through the 6-to 18-inch sampling interval is presented as N on the borehole logs; this total is commonly referred to as a blow count. The blow counts shown on the borehole logs are field values that have not been corrected for overburden, sampler size, or other factors.

Bulk samples of auger cuttings for maximum/minimum density testing were obtained from the three deeper boreholes. Samples were collected from a depth of 9 to 11 feet below ground surface (bgs) and are noted on borehole logs located in Appendix B.

3.3 Monitoring Wells The hydrology analyses included hydrological and hydrogeological assessments of the project site. A hydrogeological investigation was advanced beginning with the installation of four groundwater monitoring wells at the site between October 18 and 21, 2011. Golder selected the well locations shown in Figure 2, which were proposed to SHINE and AMEC on October 13, 2011, and formally approved on October 31, 2011. The monitoring wells were installed by Twin Ports Testing, under the direction of a Golder geologist.

Drive samples of soil were collected at 5-foot intervals in monitoring wells SM-GW1A and SM-GW2A, and at 10-foot intervals in monitoring wells SM-GW3A and SM-GW4A. Consistency of subsurface conditions in the 5-foot drive samples from the first two boreholes prompted the second two boreholes to be collected at 10-foot intervals. A similar consistency was observed in drive samples from geotechnical borings.

The wells consisted of 2-inch-diameter PVC pipe with 15-to 20-foot-long slotted screens. Screen elevations were determined based on the elevation of groundwater encountered while drilling, and are summarized in Table 6.2.1 of this report. The monitoring wells extend approximately 3 feet above grade within protective casing having locking covers. Three protective pipe bumpers were installed around each well. The wells were developed by Golder following installation, on October 22 and 23, 2011. AMEC will be measuring monthly groundwater elevations and providing the data to Golder.

Monitoring well logs were generated by a Golder engineer who reviewed the drillers field logs and recovered samples. Recovered soil samples were visually classified according to the Unified Soils Classification System (USCS) that is summarized in Figure 5. The USCS information in Figure 5 was adapted from ASTM 2487-11, Classification of Soils for Engineering Purposes (Unified Soil Classification System), which is listed in the Reference section. The monitoring well logs are presented in Appendix A as Figures A1 through A4.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 3.4 Geotechnical Building Borings The subsurface exploration consisted of drilling and sampling ten boreholes (G11-01 to G11-10) within the proposed building footprint, as shown in Figure 3. The borehole locations were selected by Golder on October 18, 2011 and approved by SHINE on October 20, 2011.

The number of boreholes and their required depth were determined in accordance with Appendix D of NRC Regulatory Guide 1.132, Site Investigations for Foundations of Nuclear Power Plants, Revision 2, October 2003. Because the project is in the conceptual and licensing phase, preliminary design informationincluding estimated building loads has not yet been determined. Using Appendix D of the guide, Golder determined the required depth or dmax = 60 feet as follows:

z Assume density of in-place soils (overburden) is 100 pcf (which is based on the occurrence of groundwater deeper than 50 feet and a conservative unit weight).

z Assume allowable foundation soil bearing pressure of 6,000 pounds per square foot (psf);

this assumption is conservative.

z Calculate effective overburden stress at 60 feet below grade = 60 feet X 100 pcf = 60,000 psf.

z Calculate 10% of effective stress = 0.10 X 60,000 psf = 6,000 psf.

Golder drilled 10 boreholes within the 100,000-square-foot proposed building area, to achieve one boring per 10,000 square feet. Three borings (30%) are considered principal borings, as defined in Appendix D of NRC 1.132, and seven are considered non-principal borings.

A depth of 70 feet for non-principal borings was selected because this depth allows the following:

z Extends 33 feet below the anticipated primary building foundation elevation and 13 feet below the anticipated lowest foundation elevation z Extends below anticipated water table z Meets dmax = 60, and allows for 10 feet of surface elevation irregularity Golders original proposal was to extend the three principal borings 20 feet into bedrock. However, they were drilled to a depth of 220 feet below the existing ground surface without encountering bedrock.

Extending the borings to depths of 220 feet is appropriate based on the following considerations of this depth:

z 150 feet deeper than dmax z Standard penetration tests yield blow counts greater than 50 per 6 inches, which is usually taken to be Refusal (UFC 3-220-03FA; see References) z Meets requirements for Golders seismic analysis of the site

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx The boreholes were drilled by Twin Ports Testing, under the direction of a Golder geotechnical engineer between October 21 and November 2, 2011. Drive samples of soil in geotechnical boreholes were collected at 2-foot intervals to a depth of 10 feet below grade then sampled at 5-foot intervals to a depth of 50 feet, and 10-foot intervals after a depth of 50 feet. Continuous sampling was planned for one principal boring, G11-06. Due to consistency of soil type and SPT values in the upper 50 feet, sampling was reduced to a 10-foot interval below 50 feet. Drive samples of soil in monitoring well boreholes were collected at either 5-foot or 10-foot intervals the entire depth. No drive samples were collected in the seismic borehole.

Upon completion, boreholes were filled and sealed with quick grout. Borehole abandonment was performed in strict accordance with Chapter NR 141 of the Wisconsin Administrative Code (WIS DNR, 2011). Borehole logs were generated by a Golder engineer who reviewed the drillers field logs and recovered soil samples. Recovered soil samples were visually classified according to the USCS that is summarized in Figure 4. The borehole logs are presented in Appendix B, Figures B1 through B10.

3.5 Seismic Profiling Test Borehole Preparation for seismic profile testing at the site required drilling and casing a borehole (VSP-01). This borehole was not sampled and was drilled by HSA method near the center of the proposed building area by Twin Ports Testing on November 3, 2011. The borehole was cased with 2-inch-diameter PVC to a depth of 103.5 feet and grouted in place with a Portland cement and water mixture to produce a similar density as the insitu soil, which is suggested in ASTM D7400. The grout was tremied through a tube inserted to the bottom of the hole within the casing sidewalls as the HSA was carefully and slowly backed out to minimize disturbance. The grout tube was inserted in the borehole similar to Figure 3B in ASTM D7400.

3.6 Site Survey Using a Garmin GPS unit, Golder personnel located the four groundwater monitoring wells and ten building boreholes relative to the proposed building area. Upon completion, the monitoring well and building borehole locations were surveyed by Ayres Associates (Ayres), a professional surveyor licensed in the state of Wisconsin, on November 11, 2011. The horizontal survey datum used was NAD/1983/91 Harn, US Survey Feet. The vertical datum was NAVD88 (2007) Geoid 09. Table 3.6-1 lists the location (northing and easting) and ground surface elevation of the monitoring wells, boreholes and VSP test hole.



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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table3.61

MonitoringWell,BoreholeandVSPTestHole

LocationsandElevations

Boring Number Depth (ft)

Surface Elevation (ft)

Northing (ft)

Easting (ft)

G11-01 71.0 819.10 N 247840.73 W 492616.87 G11-02 71.0 822.32 N 247841.97 W 492747.78 G11-03 71.0 824.92 N 247840.42 W 492878.48 G11-04 71.0 821.87 N 247715.32 W 492617.65 G11-05 221.0 824.55 N 247713.41 W 492705.26 G11-06 221.0 825.87 N 247715.17 W 492787.45 G11-07 71.0 826.35 N 247713.00 W 492874.76 G11-08 71.0 824.74 N 247584.69 W 496919.89 G11-09 221.0 824.99 N 247586.51 W 49274832 G11-10 71.0 826.18 N 247584.88 W 492874.74 SM-GW1A 71.5 825.78 N 248568.86 W 492655.35 SM-GW2A 67.0 819.23 N 246973.23 W 492635.32 SM-GW3A 71.5 827.31 N 247753.86 W 493372.93 SM-GW4A 60.0 811.72 N 247756.93 W 931904.43 VSP-01 103.5 825.14 N 247712.04 W 492747.73 Notes:

ThehorizontalsurveydatumusedwasNAD/1983/91Harn,USSurveyFeet.

TheverticaldatumwasNAVD88(2007)Geoid09.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 4.0 LABORATORY TESTING Upon completion of the field investigation, soil samples were transported to Golders Duluth office.

SPT samples were transported in tightly sealed glass jars, and bulk samples in tightly sealed 5-gallon plastic buckets. A complete list of samples was generated, and a proposed testing program to measure index properties and engineering properties of the subsurface soils within the proposed development area was submitted to SHINE Medical Technologies on November 5, 2011. Moisture content and grain size tests were completed between November 5 and 27, 2011.

Moisture content tests were conducted on all the SPT samples according to procedures described in ASTM procedure D2216. Grain size distribution tests were performed on 40 SPT samples in accordance with ASTM procedures C136 and C117. Specific gravity tests were performed on 10 SPT samples in accordance with ASTM procedure D854. Maximum and minimum density tests were performed on three bulk samples in accordance with ASTM procedures D4253 and D4254. Water-Soluble sulfate tests were performed on ten SPT samples in accordance with ASTM Procedure C1580. Results are discussed in Section 5.2.1. The results of all laboratory testing are summarized in Appendix C.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 5.0 SITE CONDITIONS 5.1 Site Surface Geology The SHINE site in Rock County, Wisconsin, has been influenced strongly by Pleistocene (1.8 million years to 10,000 years ago) glacial erosion and deposition, and subsequent post-glacial erosional and depositional processes. The site is covered by a mantle of well-drained loamy soils underlain by stratified sand and gravel (USDA SCS, 1974; Fullerton et al., 2003; RCGIS, 2012). These sands and gravels represent late Wisconsin to possibly Holocene-age glaciofluvial outwash deposits, transported from the Wisconsin-age glacial moraines related to the Green Bay Ice lobe of the Laurentide Ice Sheet to the north (Attig et al., 2011). Depth to bedrock at the Janesville site may be as deep as 300 feet (Mudrey et al.,

1982; WGNHS, 1983), supported by geotechnical boreholes for this investigation completed to 221 feet deep without encountering bedrock (see Record of Boreholes G11-05, G11-06 and G-11-09 in Appendix B). Bedrock consists of Cambrian and Ordovician sedimentary bedrock (conglomerate, dolomite, limestone, sandstone, shale) with estimated shallow to horizontal dips, underlain by Proterozoic bedrock (Mudrey et al., 1982; Cannon et al., 1999).

Within Rock County, two east-striking faults are identified within Cambrian to Ordovician sedimentary bedrock (Mudrey et al., 1982). The Janesville fault (also named the Evansville fault) consists of an approximately 19-mile-long (31 km), east-striking fault with north side down (DPC, 2010) located approximately 6 miles (10 km) north of Janesville. This fault is identified as the predominant fault segment, with a second segment striking to the north (DPC, 2010).

The project site is located on the Wisconsin Arch, which trends south from Wisconsin into Illinois and is at least 124 miles (200 km) long. The Wisconsin Arch describes a zone of gently uplifted and warped basement rocks. Within Rock County, two east-striking faults have been mapped within the Cambrian to Ordovician sedimentary bedrock units. An approximately 1.6-mile-long fault is located about 1.9 miles north of Janesville, and an approximately 19-mile-long normal fault (north block down) is located about 6 miles north of Janesville.

5.2 Subsurface Conditions 5.2.1 Soil The subsurface conditions encountered at the site are depicted in detail on the Record of Boreholes displayed in Appendix A and B. The soil conditions comprise about one foot of topsoil and crop residue overlying a relatively clean, fine to coarse grained, sand occasionally with gravel that extends to 180 to 185 feet bgs. Laboratory gradation tests classified the layer primarily as poorly graded sand, with gravel and silt in some of the layers. Moisture contents in the upper 50 feet ranged from 2.0 to 11.3 percent, and moisture contents below this depth ranged from 9.5 to 25.4 percent. Soluble-sulfate in soil at sample

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx depths between 10 and 40 feet bgs exhibited negligible sulfate exposure levels for concrete (less than 0.10% by mass) as defined in ACI 350-06, Code Requirements for Environmental Engineering Concrete Structures and Commentary.

Below the sand is a 10- to 18-foot-thick stratum of clayey silt that is underlain by sand or silty sand to the borehole termination depth of 221 feet bgs. Laboratory testing indicated the clayey silt had liquid limits of 18 to 19, and plastic limits of 13 to 14. Boreholes G11-05, G11-06 and G11-09 were the only boreholes extended to this greater depth.

Based on SPT N values, density of the sand increases with depth. In general, sandy soils observed down to a depth of approximately 60 to 80 feet were classified compact to dense except near the apparent water table. Although no soil heaving was observed during drilling, 6 of the 14 borings included one SPT classified loose at or just below the observed water level. While a review of the data suggests a possibility of heave-related soil disturbance, the blow counts were not discounted in the geotechnical or liquefaction analysis. Below approximately 80 feet, sandy soils were classified as dense to very dense.

The 10- to 18-foot-thick stratum of clayey silt located approximately 180 to 185 feet bgs in the three deeper borings was classified as hard. Results of hand penetrometer tests corroborate the SPT results and are included on borehole logs G11-05 and G11-06 in Appendix B.

The groundwater monitoring well and remaining geotechnical boreholes terminated at depths between 60 and 71.5 feet bgs. Bedrock was not encountered during drilling, although sampler refusal (known as practical refusal) was experienced with increasing frequency in all three of the deep boreholes at depths below 80 feet. Based on drive sample recovery and visual soil classification, the high blow counts do not appear to be related to gravel blockage.

5.2.2 Groundwater Groundwater was encountered in all of the boreholes during drilling at elevations ranging from about 754 to 766 (about 50 to 65 feet below grade) as indicated in Table 5.2.2-1. Groundwater levels can be expected to fluctuate seasonally and annually with changes in local and regional precipitation patterns.

Groundwater flow direction and gradient are provided in Golders Preliminary Hydrological Analysis (Golder, 2012c).

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table5.2.21

WaterLevelReadings

Borehole

Number

SurfaceElevation

(ft)

WaterElevation

(ft)

G1101

819.10

754.1

G1102

822.32

763.8

G1103

824.92

765.9

G1104

821.87

763.4

G1105

824.55

ODF

G1106

825.87

ODF

G1107

826.35

761.4

G1108

824.74

765.7

G1109

824.99

ODF

G1110

826.18

761.2

SMGW1A

825.78

763.8

SMGW2A

819.23

762.2

SMGW3A

827.31

764.8

SMGW4A

811.72

761.7

Notes:

Allmeasurementswereobtainedwhiledrilling.

ODFObscuredbydrillingfluidinboreholesG1105,G1106,andG1109.



5.3 Geologic Hazards We reviewed available reports and maps describing the following geologic hazards for the SHINE Janesville site in Rock County: landslides, land subsidence, karst features, and swelling clays. The findings are summarized below.

Based on the landslide overview map of the conterminous United States (Radbruch-Hall, 1982; Godt and Radbruch-Hall, 1997), the project site is located in a zone of low landslide incidence, defined as less than 1.5 percent of area involved in landsliding. The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that no significant landslideshave been reported in Rock County in recent years. The Hazard Mitigation Plan indicates that while the potential for landslide formation is low in Rock County, this does not rule out the potential occurrence of small-scale, localized landslides.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that subsidence has not been an issue in Rock County and that the risk is not considered high. The Rock County Hazard Mitigation Plan notes that tilling for agriculture and pumping of groundwater could result in localized settlement and subsidence.

Rock County contains carbonate bedrock susceptible to dissolution or karst formation (WGNHS, 2009).

The Rock County Hazard Mitigation Plan (Vierbicher, 2010) indicates that the county has a potential to form karst features, particularly in the eastern third of the county. The project site is located approximately in the central third of Rock County. According to the Hazard Mitigation Plan, no significant sinkholes have been reported in Rock County in recent years.

Based on the swelling clays map of the conterminous United States (Olive et al. 1989), the project site is located in a unit identified as containing little or no swelling clay. The Rock County Hazard Mitigation Plan (Vierbicher, 2010) does not comment on soils with high shrink-swell potential, expansive soils, or swelling clays. From our geotechnical investigations (Appendices A and B), highly plastic clays were not observed in any of the samples obtained during the subsurface investigation.

These general hazard overviews and Rock County Mitigation Plan concur with the site-specific information obtained from subsurface investigations of the Janesville site. Because the site is essentially flat and underlain by more than 200 feet of dense to very dense sand, sandy silt and silty sand, we consider that geological hazards related to landslide occurrence, subsidence, karst formations and swelling clays are insignificant at the site.

Seismic geo-hazards are summarized in Section 8 of this report and discussed in more detail in Golders Seismic Hazard Assessment Report (Golder, 2012d).

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 6.0 FIELD TESTING 6.1 Shear-Wave Velocity Profile Casing for the Vertical Seismic Profiling (VSP) test was installed by Twin Ports Testing under the direction of a Golder geotechnical engineer on November 3, 2011. VSP testing was performed by a Golder geophysicist and senior engineering technician on November 29, 2011. Measured seismic shear wave velocities ranged from 459 feet per second at the surface to 1,804 feet per second at depths ranging from 94.5 to 100.5 feet. The test methods and results of the VSP test are detailed in a Technical Memorandum of Vertical Seismic Profiling Test Results (Golder Report No. 113-81051 GR3, Revision 3, August 3, 2012). This Technical Memorandum is presented as Attachment A to Golders Site Soil Classification Memo (Golder Report No. 113-81051 GR1, Revision 5, August 3, 2012), included as Appendix D of this report.

The estimated bulk density presented in Table A-1 (see Attachment A of Appendix D) was estimated over the entire depth of the borehole based on Golders analysis and interpretation of soil conditions as observed in the field. Estimates of dynamic engineering properties (Poisson's ratio, Shear modulus, Deformation modulus, Bulk modulus) are also presented in Table A-1, and are based on the shear and compression wave velocities and the estimated bulk densities. These initial dynamic engineering properties were developed to support any preliminary engineering analyses that required these parameters, and if used, have been superseded by subsequent analyses.



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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 6.2 Hydraulic Conductivity Testing Slug test hydraulic conductivity testing was performed at three monitoring wells (SM-GW1A, SM-GW2A and SM-GW3A) by a Golder geologist on December 22, 2011. Slug tests were carried out according to ASTM Standard D4044 - 96(2008) Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers.

At each well, static water levels were measured, and then an In-Situ, Inc. LevelTROLL 500 data logger was placed in the well. After ensuring that the water level has recovered to the static water level, Golder performed hydraulic conductivity (slug) tests, which involved near-instantaneous introduction (or removal) of a solid object of known volume into the water column. Both falling and rising head tests were conducted. For the falling-head (slug-in) test, the slug was inserted into the well displacing a volume of water equal to the volume of the slug, causing the water level in the well to rise. Once the well returned to static conditions, a rising-head (slug-out) test was performed by rapidly removing the slug.

LevelTROLL 500 data logger data for each of the slug tests carried out in the three wells are provided in Appendix E. Tests conducted are summarized in Table 6.2-1. Hydrogeologic interpretation is provided in Golders Preliminary Hydrological Analyses (Golder, 2012c). A permeability of 0.004 feet per second (1.2 millimeters per second is estimated for the sand deposit over the sandy silt and silty sand.





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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table6.21ConstructionDetailsandSlugTestResults

MonitoringWellsSMGW1A,SMGW2A,andSMGW3A



Well

Test

Test

Head1

Ho

(ft)

Initial

Head2

H(ft)

Well

Coordinates3 Easting(ft)

Well

Coordinates3

Northing(ft)

Aquifer

thickness 3,4

b(ft)

Depth

totop

ofwell

screen3

d(ft)

Length

ofwell

screen5 L(ft)

Transducer

Depth(ft)

GW1A

SlugIn

  1. 1

7.540

7.110

W492655.35

N248568.86

100+

50

20

(6.94)

69

GW1A

SlugOut

  1. 1

6.866

7.110

W492655.35

N248568.86

100+

50

20

(6.94)

69

GW1A

SlugIn

  1. 2

7.610

7.110

W492655.35

N248568.86

100+

50

20

(6.94)

69

GW1A

SlugOut

  1. 2

6.857

7.110

W492655.35

N248568.86

100+

50

20

(6.94)

69

GW2A

SlugIn

  1. 1

6.539

5.695

W492635.32

N246973.23

100+

50

15

(8.51)

66

GW2A

SlugOut

  1. 1

5.284

5.695

W492635.32

N246973.23

100+

50

15

(8.51)

66

GW2A

SlugIn

  1. 2

6.467

5.695

W492635.32

N246973.23

100+

50

15

(8.51)

66

GW2A

SlugOut

  1. 2

5.151

5.695

W492635.32

N246973.23

100+

50

15

(8.51)

66

GW2A

SlugIn

  1. 3

6.662

5.695

W492635.32

N246973.23

100+

50

15

(8.51)

66

GW2A

SlugOut

  1. 3

5.335

5.695

W492635.32

N246973.23

100+

50

15

(8.51)

66

GW3A

SlugIn

  1. 1

5.843

5.346

W493372.93

N247753.86

100+

55

15

(5.50)

70

GW3A

SlugOut

  1. 1

5.108

5.346

W493372.93

N247753.86

100+

55

15

(5.50)

70

GW3A

SlugIn

  1. 2

6.188

5.346

W493372.93

N247753.86

100+

55

15

(5.50)

70

GW3A

SlugOut

  1. 2

5.092

5.346

W493372.93

N247753.86

100+

55

15

(5.50)

70

1HeadmeasuredinTrolldataloggerduringtestconductedon12/22/11.TestheadHoisthedisturbedhead

duetosluginsertionorremoval.

2HeadmeasuredinTrolldataloggerduringslugtestconductedon12/22/11.InitialHeadHistheheadbefore

testing,andalsodepthfromthephreaticsurfacetopiezometer.

3Wellcoordinates,aquiferthickness,depthtotopofwellscreenandlengthofwellscreenweredetermined

fromwellcompletionrecords.

4Totalthicknessofaquiferisexpectedtobeover100feet,includingaquiferbelowbottomofwell.

5Lengthofwellscreen:TotalLength(SaturatedLength).



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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 7.0 GEOTECHNICAL REVIEW 7.1 Project Information SHINE Medical Technologies is in the very preliminary design phase of this project. Preliminary site investigation has been performed to evaluate the site for suitability for the proposed development and to assist in the licensing application of the facility. Because of the preliminary nature of the project, little is known about the actual building layout and design. Therefore, we are making assumptions in conjunction with what is known in regard to the building design (Figure 4) and site layout as follows:

z The production facility will be a single building having a footprint of approximately 167 feet by 415 feet and an estimated building height of 86 feet with a stack height of 96 feet.

z The production facility building envelope will be predominantly poured in place concrete clad with decorative insulated composite metal wall panels to meet or exceed the applicable energy codes.

z The building will be constructed with an at grade finish floor elevation near the existing ground surface. This is currently estimated to be near elevation 825 feet.

z To reduce the overall height of the structure above the existing ground surface, a portion of the building housing the vessel farm and process shells may extend as much as 32 feet below grade. Accounting for a structural slab and mud slab would extend the excavation to as much as 38 feet below grade. The floor elevation of the vessel farm is estimated to be near elevation 787 feet.

z A secure depressed loading dock will be provided at the north end of the production facility for receiving and at the south end of the facility for shipping.

z The vessel farm within the production facility will consist of up to eight Mo-99 generators (TSV cells). Each generator is approximately 10 feet in diameter by 20 feet high. The vessels are surrounded by 5 foot to 6 foot thick concrete shielding walls. The height of these walls is approximately 32 feet.

z The high bay area above the vessel farm is proposed to be spanned by a bridge crane anticipated to be set at a height of 70 feet above the at grade finished floor elevation.

z The design will include eight shielded process cells.

z The building is proposed to be constructed in two phases:

o Phase 1 will construct the entire production facility shell, walls, shielding with space for eight Mo-99 generators, but only two generators may be installed and operated in Phase 1.

o Phase 2 will install the remaining generators and construct the Administration Building indicated below.

z Foundation loads are unknown at this time. However, it is anticipated that column pad, strip footing and large thickened concrete slab type foundations will be utilized in construction of the facility.

z Site development will include the following elements in addition to the building:

o Paved access roadways for both heavy trucks and light vehicle traffic.

o Paved parking lot(s).

o Light poles o

Storm water management basins

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx o

A Support Facility Building approximately 150 feet by 100 feet o

A future Administration Building approximately 120 ft. by 80 ft.

o A Waste Staging and Shipping Building approximately 100 ft. by 50 ft.

o A Diesel Generator Building approximately 50 ft. by 30 ft.

o A small security guard shack to control access to the building.

o The support facilities will also be clad in insulated composite metal wall panels to be compatible with and complimentary to the aesthetics of the production facility.

The above assumptions are based on the Preliminary Design (Merrick Layout 3, 2012).

As the building design progresses we expect the foundation types and their associated loadings will become available. At that time we request the opportunity to review our recommendations relative to the proposed foundation design.

7.2 Foundations 7.2.1 Building Foundations Our geotechnical investigation of the site indicates shallow spread footings can be used to support the proposed building on the native sandy soils observed. Although foundation dimensions and loadings arent known at this time, we anticipate square or rectangular column pad and strip footings will be used to support the building. The proposed facility is located near the Southern Wisconsin Regional Airport and adjacent to the zoned runway approach area. Therefore, consideration is being given to designing a portion of the building up to 32 feet below grade to reduce its overall height. Accounting for a structural slab and mud slab would extend the excavation to as much as 38 feet below grade.

To prepare the site for foundation construction, all crop residue and topsoil should be removed from beneath footing areas. Excavations should expose native sand soils which are recommended to be surface compacted to a minimum of 95 percent of the maximum Modified Proctor Dry Density (ASTM D1577) prior to placing the foundations. If fill is required beneath footings, a clean non-frost susceptible (NFS) clean sand or gravel soil should be placed in maximum loose lifts of 8 inches and also compacted to a minimum of 95 percent of the Maximum Modified Proctor value. The excavation width and length should be oversized a minimum of 2 feet greater than the slab dimensions to provide sufficient fill placement and soil compaction beneath the entire slab.

We recommend footings placed near the ground surface be designed for a net allowable bearing pressure of up to 4,000 psf for two foot wide strip footings and 6,000 psf for six foot wide spread footing pads. Footings placed 22 feet (elevations 798 to 803) or more below grade may be designed with a net bearing pressure of up to 8,000 psf. These bearing capacities are designed with factor of safety to 3.0 and a tolerance for settlement of less than 1 inch. Calculations were performed considering both shear and settlement using Terzahis Theory, with soil density of 118 pounds per cubic foot from the max-min

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx laboratory test results in Figures C12 - C14, a cohesion value of zero, and an assumed friction angle of 34 degrees for sandy soils (Golder 2012a).

Building perimeter and exterior foundations should be protected against frost. To accomplish this, footings should be placed at a depth equal to or greater than the local seasonal frost penetration depth.

For southeastern Wisconsin maximum frost penetration is 48 inches according to the Wisconsin DOT Bridge Manual (WisDot, 2010). Interior footings of heated buildings may be placed at shallower depths.

Groundwater was observed at depths of 50 - 65 feet below the existing ground surface. For this reason, groundwater is not expected to be encountered in foundation excavations at this site. Stormwater that may enter excavations should readily drain into the sandy subsoils. Water that does collect in excavations should be promptly removed and upon drying the sandy subsoils should be recompacted prior to placing footings.

7.2.2 Mo-99 Generator Foundations The Mo-99 generators and other equipment within the facility can also be supported on spread footing foundations. It is expected the Mo-99 generators will be supported on larger thickened concrete reinforced slab type foundations. It is possible several Mo-99 generators may be supported on a single foundation. Because of the size of the Mo-99 generators and the surrounding 6-foot-thick concrete shielding walls, foundation loads could be relatively high.

The area beneath the Mo-99 generator foundations needs to be cleared of all crop residue and topsoil.

The exposed sandy subsoils should be compacted to a minimum of 95 percent of the Maximum Modified Proctor Dry Density value. We estimate the sandy soils prepared in this manner can support foundations designed for a net bearing pressure of up to 4,000 psf for two foot wide strip footings and 6,000 psf for six foot wide spread footing pads.

Increased bearing capacity can be obtained by lowering the bearing elevation of the foundation beneath the existing ground surface. Spread footing pads placed 22 feet (elevation 798 to 803) or more below grade may be designed with a bearing pressure of up to 8,000 psf. As the facility design is developed, it is recommended the actual foundation design and bearing pressure it exerts on the soils be reviewed.

Foundations with larger dimensions influence soils to a greater depth. Therefore, this review is necessary to assure that potential settlement associated with these heavily loaded thickened slab foundations is tolerable.

Again, groundwater was observed at depths of 50 to 65 feet below the existing ground surface.

Therefore, groundwater is not expected to be encountered in foundation excavations at this site.

Because of the sandy soils at this site, any stormwater entering the excavations should readily drain into

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx the subsoils. Water that does collect in excavations should be removed promptly, and upon drying the sandy subsoils should be recompacted prior to placing the foundations.

7.2.3 Below Grade Walls It is possible a portion of the building may be constructed nearly 32 feet below the sites present ground surface. In this case, below grade walls will need to be designed to withstand lateral earth pressures exerted on them by the surrounding soils. We recommend that a free draining granular fill be used to backfill foundation walls, and the following estimated soil parameters be used in design of the walls:

Soil Dry Density 118 pcf (pounds per cubic foot)

Friction Angle ()

34 degrees Lateral Earth Pressure Ratio At-Rest Ko = 0.44 Active Ka = 0.28 Passive Kp = 3.54 Cohesion 0

The at-rest value, Ko, would be appropriate for 6 feet thick walls, as as noted in the SHINE preconceptual design report.

Because the observed groundwater level is 50 - 65 feet below the existing ground surface, wall design will not need to account for this. We do recommend that all below grade walls be moisture proofed to minimize the potential for moisture migration through the wall over time.

7.2.4 Concrete Floor Slabs To prepare the site for construction of concrete floor slabs cast on grade, all crop residue and topsoil should be removed. Excavations should expose native sandy soils which are recommended to be surface compacted to a minimum of 95 percent of the Maximum Modified Proctor Dry Density. The site should be filled and leveled. On site sandy soils free of crop residue and other organic matter are suitable for use as fill. The final layer of fill beneath floor slabs should consist of a minimum 3-inch-deep layer of clean coarse sand or gravel material to create a capillary break between the underlying subsoils and the concrete slab.

7.3 Excavations The sandy soils at this site are classified as Type C as defined by the Occupational Health and Safety Administration (OSHA) excavation standard 29 CFR Part 1926. To provide unsupported safe and stable excavations according to the standard in this type of soil, excavation slopes should not exceed 1.5V:1H for a maximum depth of 20 feet. Any excavations deeper than 20 feet need to be designed by a licensed engineer.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Excavated on-site soils free of crop residue and other organic matter should be suitable for use as fill and backfill. When placed as fill or backfill, on-site soil should be placed in maximum 8-inch-thick loose lifts and compacted to a minimum of 95 percent of the maximum modified Proctor Dry Density value.

7.4 Roadways and Parking Lot The proposed facility will require access roadways and a parking lot. At this time it is not known the number or type of trucks that will service the facility. Therefore, we limit our discussion to subgrade preparation.

Roadway areas for the facility should be cleared of all crop residue and organic soil. The exposed subsoils should be compacted to a minimum 95 percent of the Maximum Modified Proctor Dry Density value prior to placing fill and bringing the roadway to grade. Final road grade should be raised a minimum of 1 foot above the surrounding ground surface. Shallow ditches should be excavated on each side of the road to intercept site surface water run-off and collect roadway water run-off, routing it away from the roadway. As a minimum we recommend the roadway centerline be 2 feet above the ditch bottom. The road embankment edge slopes should be sloped at 1V:4H between the road edge and ditch bottom to facilitate maintenance.

The parking lot area should also be cleared of all crop residue and organic soil. Surface grades should be set to promote good surface drainage toward storm water catch basins or a catchment area.

The sandy soil subsoils should provide good support for the pavement structural section. The relatively clean sandy soils in addition to a deep groundwater table result in a very low potential for frost heave of the subgrade soils.

Foundations for light poles should be extended a minimum of 48 inches below the ground surface. The site soils have low potential for frost heave. However, consideration should be given to the potential for frost jacking of the foundations, causing them to rise out of the ground and possibly tip. We recommend placing low friction sleeves around foundations to minimize this potential issue.

7.5 Site Grading Site grading should promote good surface drainage away from the building and paved areas. This should include the ability to handle flows from large impermeable areas such as the building roof and pavements.

Poor drainage adjacent to the building and pavements can cause serious damage and greatly reduce the design life of these facilities.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.0 SEISMIC HAZARDS 8.1 Seismic Hazard Assessment Golder completed a detailed Seismic Hazard Assessment (Golder, 2012d).

8.2 Soil Site Classification Golder completed a technical memorandum outlining the determination of Site Soil Classification for this site, which is included as Appendix D of this report. As described in the memorandum, the site was reviewed for seismic hazard potential and site soil classification using the provisions of Chapter 20 of ASCE 7-05 and VSP testing measured by Golder. Soil Site Class is determined in accordance with ASCE 7-05 Section 20.3 and Table 20.3-1 based on the average shear-wave velocity of the upper 100 feet (30 meters) of the soil profile. The six soil site classes range from Site Class A to Site Class F.

Average shear-wave velocity in the upper 100 feet, Vsavg, was calculated for the SHINE Janesville site in accordance ASCE 7-05 Section 20.4.1, equation 20.4-1 using a total of 35 layers over 103.5 feet. The Vs for the soil profile measured in VSP-01 is 1,081 ft/s. This Vs value indicates a soil Site Class D stiff soil, based on ASCE 7-05 Table 20.3-1.

8.3 International Building Code Seismic Design Parameters Seismic parameters suitable as a basis for design using 2009 IBC-ASCE 7-05 procedures, as provided in Golders Site Soil Classification Memo in Appendix D, are summarized in Table 8.3-1. Seismic provisions within the 2009 IBC Chapter 16 and ASCE 7-05 Chapter 11 are based on spectral accelerations for a maximum considered earthquake (MConE) with a return period of 2,475 years (2% probability of exceedance in 50 years).



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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx Table8.31

2009IBCASCE705SeismicParameters

Parameter Value SS 0.129 g S1 0.050 g Site Class D

SMS 0.206 g SM1 0.119 g Fa 1.6 Fv

2.4 Notes

1.

Parameters based on SHINE Janesville project location of 42.624136°N, 89.024875°W.

2. SS and S1 are for Site Class B, for SMS and SM1 for Site Class D.

8.4 Liquefaction Potential and Other Seismically Induced Ground Failures The potential for soil liquefaction at the site was reviewed in accordance with NRC Regulatory Guide 1.198 Procedures and Criteria for Assessing Seismic Soil Liquefaction at Nuclear Power Plant Sites.

The subsurface investigation revealed no soils considered to be potentially liquefiable. Further, there is no potential for other seismically-induced ground failures (such as settlement, lateral spreading, slope instability/landsliding, or surface-fault rupture) to occur at this site.

8.4.1 Qualitative Review of Liquefaction Potential Our review has deemed the soils at this site pose no potential liquefaction hazard to the project for the following reasons:

z Liquefaction occurs only in saturated or near saturated soils. The soils at the site are unsaturated to a depth of about 58 to 65 feet below the ground surface and thus not liquefiable. Soils below these depths are generally considered non-liquefiable (even under higher seismic loads) due to the high effective stress confining the soil.

z Liquefaction occurs generally in loose soils. The relative density of the sandy soils in the upper 100 feet are generally compact to dense, and therefore considered non-liquefiable under the design seismic ground motions.

To our knowledge, there have been no historically recorded cases of liquefaction in the state of Wisconsin, and the site is located in one of the lowest seismic hazard regions in the conterminous United States.

The seismic design ground motions associated with this low seismic hazard are of insufficient scale and duration; the resulting seismic cyclic stresses are incapable of producing excess pore water pressure and thus insufficient to trigger liquefaction.

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.4.2 Quantitative Review of Liquefaction Potential 8.4.2.1 Methodology of Liquefaction Analysis Golder conducted a deterministic liquefaction analysis to assess the liquefaction hazard potential and compute potential settlement due to liquefaction based on the Standard Penetration Test (SPT). The state-of-practice simplified method, based on the original work by R.B. Seed and later updated by Idriss and Boulanger et al. (2008) was utilized. In general, this method employs the effective stress, relative density, and fines content (passing the No. 200 sieve) of the soils to determine resistance or susceptibility of soil to liquefaction. Relative density was estimated based on correlations to corrected SPT (N1)60 values. Specifically, these inputs are used to calculate the Cyclic Resistance Ratio (CRR) that indicates the capacity of the soil to resist liquefaction. The CRR is compared to the seismic demand on the soil, which is expressed in terms of the Cyclic Stress Ratio (CSR) and is a function of the design seismic event. The factor of safety (FS) against liquefaction is the ratio of these two values (CRR/CSR).

Correlations are also computed using shear wave velocities measured at the site.

Liquefaction-induced volumetric strain of each potentially liquefiable soil layer was estimated using three empirical based procedures: Ishihara (1996), Idriss and Boulanger (2008), and Tokimatsu and Seed (1987) as modified by Lee (2007). These formulations also include possible volumetric strain due to seismic cyclic loading where full liquefaction is not triggered. In both cases, no settlement is predicted.

In this study, the liquefaction triggering analysis was performed for the 4,975-year return period design seismic event with the following parameters:

z Peak Ground Acceleration PGA = 0.13g This includes a ground amplification factor of 1.6 applied to the 0.08g PGA predicted for Site Class B soft rock z Moment Magnitude Mw=5.8 Please refer to Golders Seismic Hazard Assessment Report (Golder, 2012d) for further detail and explanation of these seismic design motions. Also note that this return period exceeds the return period considered in the Safe Shutdown design earthquake event.

For seismic design purposes, a high groundwater design case was considered in the liquefaction analysis. The depth to high groundwater was estimated at 30 feet below the ground surface to conservatively represent water levels higher than estimated during the 500-year flooding event in Golders Preliminary Hydrological Analysis (Golder, 2012c).

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 8.4.2.2 SPT Corrections The field blow counts were adjusted for various factors that might differ from standard SPT sampling procedures, including the following: hammer weight and drop height, split spoon sampler size, borehole diameter, rod length, sample set-up and liner, and energy ratio (ER) efficiency relative to 60 percent theoretical energy efficiency. To account for the increased efficiency of the automatic hammer, an ER factor of 72% was utilized (i.e., 20% more energy efficient). Twin Ports Testing performed hammer energy measurements on a separate project in March 2009 with energy transfer ratios ranging between 81% and 91%; thus our chosen 72% ER is considered conservative. Blow counts were also normalized to a common reference effective overburden stress (100 kiloPascals, or approximately 1 ton/sq. ft). The product of these factors determines corrected SPT (N1)60 values.

8.4.2.3 Results of Liquefaction Analysis Results of the liquefaction analysis demonstrate that there is no potential for liquefaction to occur at this site. The factor-of-safety against liquefaction ranges from 2 to 30, and in most cases exceeds 3. The median factor of safety against liquefaction is 5.3.

Factors of Safety greater than 1.4 are considered "high", and in those cases "soil elements would suffer relatively minor cyclic pore pressure generation" (NUREG/CR-5741, U.S. ACOE, 2000, ADD PROPER REF). Factors of Safety less than or equal to 1.1 are considered low and liquefaction would expect to be triggered, whereas intermediate ranges are between 1.1 and 1.4.

Plots of corrected SPT (N1)60 blow counts and FactorsofSafety against liquefaction are provided in

AppendixFinbothgraphicalandtabularform.AplotofshearwavevelocitymeasuredinVSP01and

corresponding FactorsofSafety against liquefaction based on this data is also included Appendix F,

FigureF2.



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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx 9.0 USE OF REPORT This data report was prepared for the exclusive use of SHINE Medical Technologies for design of the proposed Mo-99 production facility. We understand that SHINE will provide Golder with additional information about the proposed facility to assist us in preparing geotechnical recommendations for the project. We may be contacted after the design progresses, to review our conclusions and recommendations in light of any proposed changes and provide written correspondence addressing modification or verification of the changes.

The subsurface conditions at this site appear relatively consistent between the boreholes. However, there is always the possibility of variations in subsurface conditions between the boreholes and also with time. We highly recommend inspection and testing be performed by a qualified geotechnical engineer during construction to verify that conditions encountered are similar to those upon which our recommendations are based, and to provide corrective recommendations if conditions are different than expected or have changed.

Unanticipated soil conditions are commonly encountered that cannot fully be determined by a limited number of explorations or soil samples. Such unexpected conditions frequently result in additional project costs in order to build the project as designed. Therefore, a contingency for unanticipated conditions should be included in the construction budget and schedule.

The work program for this project followed the standard of care expected of professionals undertaking similar work in the State of Wisconsin under similar conditions, and adhering to the requirements in Golders Quality Assurance Program Description (Golder, 2012e). No warranty expressed or implied is made.

August 2012 26 Project No.113-81051 10.0 CLOSING This report is respectfully submitted to SHINE Medical Technologies. If you have questions or require additional information, please contact Golder at (218) 724-0088.

Sincerely, GOLDER ASSOCIATES INC.

p:lprojects\\20111113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3 docx r!/JGold,er Assoaates

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p:\\projects\\2011\\113-81051 shine\\geotechnical\\113-81051 shine geotechnical report rev 3 august 3.docx

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Fullerton, D.S., Bush, C.A., and Pennell, J.N., 2003. Map of surficial deposits and materials in the eastern and central United States (east of 102 degrees West longitude). U.S. Geological Survey Geologic Investigation Series I-2789, Version 1.0 [2],

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Godt, J.W., and Radbruch-Hall, D.H., 1997. Landslide Overview Map of the Conterminous United States, Digital Compliation of Landslide Overview Map of the Conterminous United States, Dorothy H. Radbruch-Hall, Roger B. Colton, William E. Davies, Ivo Lucchitta, Betty A. Skipp, and David J. Varnes, 1982. U.S. Geological Survey Open-File Report 97-289

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Merrick & Company, 2013. Preliminary Design Report Molybdenum-99 Production Facility, Prepared for SHINE Medical Technologies. Layout 3, 2012. 

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Olive, W.W., Chleborad, A.F., Frahme, C.W., Schlocker, J., Schneider, R.R., and Schuster, R.L., 1989. Swelling Clays Map of the Conterminous United States. U.S. Geological Survey Miscellaneous Investigations Series Map I-1940, 1 sheet, scale 1:7,500,000

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59.

WISDOT, 2010, Wisconsin Department of Transportation Manual, Bridge Manual, Chapter 12, Abutments, July 2010.

Note 1: Documents are available at: http://www.nrc.gov/reading-rm/doc-collections/

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SHOPIERE (1997).

~~------------------------~--------------~----------------------------------------------i TITLE LU

~.Golder Associates CHECK AT 6/18/12 SCALE AS SHOWN DESIGN CADD APG 6/18/12 VICINITY MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN

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~~----------------------------_.----~----------------------------------------~--------__.

G11-08 G11-09 G11-10 G11-07 G11-06 G11-05 G11-04 G11-01 G11-02 G11-03 SM-GW2A SM-GW3A SM-GW1A SM-GW4A VSP-01 2

J:\\2011 Jobs\\113-81051 SHINE Medical Technologies, Wisconsin\\CAD\\Janseville_Site_GT_HARN-W-WI-SF.dwg l 7/20/2012 4:22 PM l AGarrigus l JANESVILLE APG 7/20/12 TR 7/20/12 TK 7/20/12 2

7/20/12 FIG.

113-81051 SITE_MAP_HARN-W-WI-SG.DWG JANESVILLE / SHN / WI SITE MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN 1.) AERIAL IMAGERY DISTRIBUTED BY CITY OF JANESVILLE AND PROVIDED BY CLIENT.

2.) ADDITIONAL AERIAL IMAGERY PROVIDED BY NAIP AND DISTRIBUTED BY U.S.G.S.

3.) FAA ZONE C BOUNDARY OF THE SOUTHERN WISCONSIN REGIONAL REPORT LAND USE PLAN AND AIRPORT OVERLAY ZONING DISTRICT ORDINANCE WAS PROVIDED BY CITY OF JANESVILLE ON 10/4/11.

4.) PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY ON 7/20/12.

REFERENCE 1.) BOREHOLE AND WELL LOCATION COORDINATES AS SURVEYED BY AYERS ASSOCIATES ON NOVEMBER 11, 2011.

2.) PROPOSED DEVELOPMENT AREA IS A SQUARE, MEASURING 316 FEET ON EACH SIDE.

3.) CENTER OF BUILDING OUTLINE PLACED WITHIN PROPOSED SITE POLYGON AS DIRECTED BY CLIENT.

4.) NORTHING AND EASTINGS PROVIDED IN WISCONSIN STATE PLANE, SOUTH ZONE, NAD1983/91 HARN, US SURVEY FEET. THE VERTICAL DATUM IS NAVD88 (2007) GEOID09.

NOTES ORIGINAL PROPOSED DEVELOPMENT AREA LEGEND SM-GW2A G11-08 WELL LOCATION AND DESIGNATOR FAA ZONE C BOUNDARY PROPOSED PROPERTY BOUNDARY BOREHOLE LOCATION AND DESIGNATOR CHECK REVIEW DESIGN CADD SCALE FILE No.

PROJECT No.

TITLE AS SHOWN REV.

VSP-01 BOREHOLE LOCATION WITH 2 INCH PVC INSTALLED FOR SEISMIC TESTING AND DESIGNATOR SCALE 0

400 400 FEET PROPOSED BUILDING BOUNDARY PLAN

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AG 7/20/12 TR 7/20/12 TK 7/20/12 2

7/20/12 FIG.

113-81051 Proposed_layout.dwg JANESVILLE / SHN / WI BOREHOLE LOCATION MAP SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN CHECK REVIEW DESIGN CADD SCALE FILE No.

PROJECT No.

TITLE AS SHOWN REV.

ORIGINAL PROPOSED DEVELOPMENT AREA BOREHOLE LOCATION AND DESIGNATOR LEGEND G11-08 1.) AERIAL IMAGERY DISTRIBUTED BY CITY OF JANESVILLE AND PROVIDED BY SHN.

2.) PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY ON 7/20/12.

REFERENCE VSP-01 BOREHOLE LOCATION WITH 2 INCH PVC INSTALLED FOR SEISMIC TESTING AND DESIGNATOR PROPOSED BUILDING BOUNDARY PLAN

SHINE MEDICAL TECHNOLOGIES - BUILDING BOUNDARY PLAN AREA OF CORE DRILLING - 316 FEET BY 316 FEET 415'-9" 167'-0" J:\\2011 Jobs\\113-81051 SHINE Medical Technologies, Wisconsin\\CAD\\Proposed Floor Plan2.dwg l 7/20/2012 4:40 PM l AGarrigus l JANESVILLE 4

APG 7/20/12 TR 7/20/12 TK 7/20/12 2

7/20/12 FIG.

113-81051 Proposed Floor Plan2.dwg JANESVILLE / SHN / WI PROPOSED FLOOR PLAN SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN CHECK REVIEW DESIGN CADD SCALE FILE No.

PROJECT No.

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NOT TO SCALE REFERENCE PROPOSED BUILDING BOUNDARY PLAN PROVIDED BY SARGENT & LUNDY LLC ON 7/20/12.

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COBBLES 3 in. to 12 in.

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  1. 4 (4.76 mm) to #200 (0.074 mm)

COARSE SAND

  1. 4 (4.76 mm) to #10 (2.0 mm)

MEDIUM SAND

  1. 10 (2.0 mm) to #40 (0.42 mm)

FINE SAND

  1. 40 (0.42 mm) to #200 (0.074 mm)

SILT AND CLAY SMALLER THAN #200 (0.074 mm)

SILT 0.074 mm to 0.005 mm CLAY LESS THAN 0.005 mm DESCRIPTIVE TERMINOLOGY FOR PERCENTAGES (adapted from ASTM 02488)

ODOR PT PEAT

[(.~L RELATIVE DENSITY I CONSISTENCY ESTIMATE USING STANDARD PENETRATION TEST (SPl) VALUES (adapted from Terzaghi and Peck 1967)

COHESIONLESS SOILS 1*>

COHESIVE SOILst*>

N ONFINED u c COMPRESSIVE STRENGTH (TSFj<'>

RELATIVE DENSITY (N,)so (blows/1!)1'>

VERY LOOSE 0-4 LOOSE 4-10 COMPACT 10 - 30 DENSE 30-50 VERY DENSE OVER 50 CONSISTENCY VERY SOFT SOFT FIRM STIFF VERY STIFF HARD (N,)..

(blowslftr 0-2 2-4 4 - 8 8-15 15 - 30 OVER30 0-0.25 0.25-0.50 0.50 - 1.0 1.0 -2.0 2.0 - 4.0 OVER4.0 (a) Soils consisling of grawl, sand. and silt, either separately or in combination possessing no characteristics of plasticity. and exhlblling drained behallior.

(b) Solis possessing the charac1erlslics of plasticity, and exhlbning undrained behavior.

(c) Refer to AS1M D1586 for a definition of N value. (N,J.o is theN value corrected for hammer energy and overburden pressure. and Is detailed In AS1M 06066. N values may be affected by a number of factors including: material size. sampler size. hammer weigh1 and type, dep1h, drilling me1hod, and borehole disturbance. N values are only an _.,xi mate guide for fruzen soli or cohesive soil.

(d) Undrained shear strength. s,= 112 unconfined compression strength. U,. Note that Torvane (TV) measures s, and pocket penetrometer (PP) measures U, SAMPLER ABBREVIATIONS SS SPT Sampler (2 in. OD. 140 lb hammer)

SSO Oversize Split Spoon (2.5 in. OD, 140 lb typ.)

HD Hea-.y Duty Split Spoon (3 in. OD, 300/340 lb typ.)

BD Bulk Drive (4 in. OD, 300/340 lb hammer typ.)

CA Continous Core (Soil in Hollow-Stem Auger)

GS Grab Sample from Surface I Testpit LABORATORY TEST ABBREVIATIONS C Core (Rock)

TW Thin Wall (Shelby Tube)

MS Modified Shelby GP Geoprobe RC Air Rotary Cuttings AG Auger Cuttings DESCRIPTIVE RANGE OF Con Consolidation P200 Percent Fines (Silt & Clay)

SpG Specific Gravity Comp Proctor Compaction (D698/D1557) pH Soil pH TC Thaw Consolidation/Strain Dd Dry Density PID Photoionization Detector TV Torvane K Thennal Conductivity PM Modified Proctor TX Unconfined Compression MA Sieve and Hydrometer Analysis pp Pocket Penetrometer We Liquid Limit (LL)

NP Non-plastic PTLD Point Load

w. Plastic Limit (PL) ou Organic Loss SA Sieve Analysis n Soil Resistivity TERMS PROPORTION TRACE 0*5%

FEW 5-10%

LITTLE 10 - 25%

SOME 30-45%

MOSTLY 50-100%

g

~~------------------------r--------------r------------------------------------------~

TITLE UJ z 5:

CIJ

~ ;..

.g..,

FILE No.

Proposed Floor Plan.dwg PROJECT No.

SCALE DESIGN CAOO CHECK REVIEW REV.

AS SHOWN APG 6/18112 JDU 6/18112 TK 6118112 6118112 SOIL CLASSIFICATION - LEGEND SHINE MEDICAL TECHNOLOGIES JANESVILLE, WISCONSIN FIG.

JANESVILLE I SHN I WI 5

113-81051

~

... ~----------------------------~----~--.. ------~--------------------------------------~-------------~

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Appendix C Laboratory Testing Results

June 2012 TABLE C-1

SUMMARY

OF LABORATORY TESTING RESULTS PAGE 1 OF 3 113-81051 Gravel Sand Silt/Clay Top Bottom

+ #4

  1. 4 to #200

- #200 Silt Clay Max Min G11-01 1

2.0 3.5 11.2 2

4.5 6.0 2.9 3

7.0 8.5 2.8 6.9 90.5 2.6 SP 4

9.5 11.0 2.2 5

14.5 16.0 2.8 8.1 90.1 1.8 SP 6

19.5 21.0 2.6 7

24.5 26.0 3.1 31.4 63.6 4.9 4.0 0.9 SP 8

29.5 31.0 3.8 2.706 9

34.5 36.0 2.8 2.7 94.8 2.4 SP 10 39.5 41.0 3.9 0.04*

11 44.5 46.0 2.5 3.1 93.0 4.0 SP 12 49.5 51.0 3.2 13 59.5 61.0 15.7 14 69.5 71.0 13.7 G11-02 1

2.0 3.5 3.4 2

4.5 6.0 3.4 3

7.0 8.5 3.4 4

9.5 11.0 3.3 25.1 70.8 4.1 SP 5

14.5 16.0 3.4 6

19.5 21.0 2.5 12.4 85.5 2.1 SP 7

24.5 26.0 2.8 2.696 8

29.5 31.0 3.7 31.5 65.5 3.1 2.8 0.3 SP 9

34.5 36.0 3.4 0.04*

10 39.5 41.0 2.9 2.4 96.1 1.5 SP 11 44.5 46.0 3.3 12 49.5 51.0 3.2 13 59.5 61.0 17.7 2.8 94.3 2.9 SP 14 69.5 71.0 13.9 G11-03 1

2.0 3.5 3.5 2

4.5 6.0 3.4 41.5 51.9 6.6 SP-SM 3

7.0 8.5 3

4 9.5 11.0 2.6 24.9 72.1 3.0 SP 5

14.5 16.0 2.6 2.699 6

19.5 21.0 5.5 54.5 42.0 3.6 3.4 0.2 GP 7

24.5 26.0 0.03*

8 29.5 31.0 3.1 0.6 97.1 2.3 SP 9

34.5 36.0 3.7 10 39.5 41.0 3.7 0.02*

11 44.5 46.0 3.1 23.4 72.8 3.7 SP 12 49.5 51.0 3.2 13 59.5 61.0 21.2 14 69.5 71.0 9.6 G11-04 1

2.0 3.5 3.6 2

4.5 6.0 3.2 3

7.0 8.5 2.0 29.9 65.8 4.3 SP 4

9.5 11.0 3.4 0.02*

5 12.0 13.5 2.7 15.6 80.7 3.7 SP 6

14.5 16.0 2.6 0.03*

7 19.5 21.0 6.9 8

24.5 26.0 4.0 9

29.5 31.0 3.3 18.7 77.1 4.2 SP 10 34.5 36.0 2.7 11 39.5 41.0 3.7 16.4 80.7 2.9 2.6 0.3 SP 12 44.5 46.0 2.7 2.698 13 49.5 51.0 2.4 14 59.5 61.0 19.4 0.0 94.3 5.7 SP-SM 15 69.5 71.0 17.4 G11-05 1

2.0 3.5 4.2 2

4.5 6.0 2.5 3

7.0 8.5 3

BULK G11-05 9.0 11.0 3.4 142.2 117.9 4

9.5 11.0 3.8 5

14.5 16.0 2.1 24.0 69.9 6.1 SP-SM 6

19.5 21.0 2.4 7

24.5 26.0 2.9 8

29.5 31.0 2.8 9

34.5 36.0 3.1 0.04*

10 39.5 41.0 3.1 10.1 85.3 4.6 SP 11 44.5 46.0 11.3 Borehole Number Moisture Content (%)

Grain Size (%)

Hydrometer Sample Number USCS(2)

Sample Depth (feet)

Specific Gravity Relative Density (pcf)

Sulfate

(% by Mass)

  • Testresultatorbelowreportablelowerlimit

June 2012 TABLE C-1

SUMMARY

OF LABORATORY TESTING RESULTS PAGE 2 OF 3 113-81051 Gravel Sand Silt/Clay Top Bottom

+ #4

  1. 4 to #200

- #200 Silt Clay Max Min Borehole Number Moisture Content (%)

Grain Size (%)

Hydrometer Sample Number USCS(2)

Sample Depth (feet)

Specific Gravity Relative Density (pcf)

Sulfate

(% by Mass) 12 49.5 51.0 10.1 13 59.5 61.0 20.9 14 69.5 71.0 22.7 15 79.5 81.0 20.4 16 89.5 91.0 21.1 0.0 92.0 8.0 SP-SM 17 99.5 101.0 9.3 18 109.5 111.0 19.6 19 119.5 121.0 19.3 20 129.5 131.0 21 139.5 141.0 16.8 2.689 22 149.5 151.0 21.3 0.0 89.1 10.8 7.8 3.0 SP-SM 23 159.5 161.0 18.1 24 169.5 171.0 17.6 25 179.5 181.0 12.6 26 189.5 191.0 13.1 CL-ML 27 199.5 201.0 19.1 0.0 90.4 9.6 SP-SM 28 219.5 221.0 20.5 G11-06 1

0.0 2.0 14.8 2

2.0 4.0 4.4 3

4.0 6.0 2.4 4

6.0 8.0 2.4 5

8.0 10.0 3.2 BULK G11-06 9.0 11.0 2.8 141.1 117.6 6

10.0 12.0 2.3 7

12.0 14.0 2.7 8

14.0 16.0 2.8 46.5 48.8 4.7 SP 9

16.0 18.0 2.7 10 18.0 20.0 5.8 11 20.0 22.0 2.5 0.03*

12 22.0 24.0 2.2 13 24.0 26.0 2.7 6.7 90.0 3.4 SP 14 26.0 28.0 3.5 15 28.0 30.0 2.9 16 30.0 32.0 4.8 17 32.0 34.0 3.4 18 24.0 36.0 2.3 19 36.0 38.0 2.7 16.1 80.8 3.2 SP 20 38.0 40.0 3.3 21 40.0 42.0 4.5 22 42.0 44.0 3.2 23 44.0 46.0 3.6 24 46.0 48.0 2.6 25 48.0 50.0 3.6 3.2 92.5 4.3 3.0 1.3 SP 26 59.5 61.0 18.5 2.673 27 69.5 71.0 18.4 28 79.5 81.0 25.4 29 89.5 91.0 23.3 30 99.5 101.0 9.5 42.7 52.0 5.3 SP-SM 31 109.5 111.0 12.1 32 119.5 121.0 10.9 G11-07 1

2.0 3.5 3.1 2

4.5 6.0 1.7 3

7.0 8.5 2.9 15.4 80.6 4.0 SP 4

9.5 11.0 2.5 5

14.5 16.0 2.4 0.0 97.9 2.1 SP 6

19.5 21.0 1.6 2.684 7

24.5 26.0 3.5 38.4 56.8 4.8 3.4 1.4 SP 8

29.5 31.0 1.6 0.01 9

34.5 36.0 3.1 31.5 65.0 3.5 SP 10 39.5 41.0 4.6 11 44.5 46.0 3.8 1.5 93.7 4.8 SP 12 49.5 51.0 2.4 13 59.5 61.0 12.6 14 69.5 71.0 19.3 G11-08 1

2.0 3.5 2.4 2

4.5 6.0 2.9 3

7.0 8.5 2.4 4

9.5 11.0 2.8 10.5 86.7 2.9 SP 5

14.5 16.0 1.9

  • Testresultatorbelowreportablelowerlimit

June 2012 TABLE C-1

SUMMARY

OF LABORATORY TESTING RESULTS PAGE 3 OF 3 113-81051 Gravel Sand Silt/Clay Top Bottom

+ #4

  1. 4 to #200

- #200 Silt Clay Max Min Borehole Number Moisture Content (%)

Grain Size (%)

Hydrometer Sample Number USCS(2)

Sample Depth (feet)

Specific Gravity Relative Density (pcf)

Sulfate

(% by Mass) 6 19.5 21.0 2.5 20.4 77.6 2.0 SP 7

24.5 26.0 2.5 0.03*

8 29.5 31.0 5.5 9

34.5 36.0 3.8 19.0 77.4 3.5 2.706 SW 10 39.5 41.0 4.1 17.7 76.1 6.2 4.8 1.4 SP-SM 11 44.5 46.0 3.0 3.0 94.4 2.7 SP 12 49.5 51.0 3.8 13 59.5 61.0 13.7 14 69.5 71.0 14.9 G11-09 1

2.0 3.5 3.2 2

4.5 6.0 2.3 31.8 59.8 8.4 SW-SM 3

7.0 8.5 7.7 BULK G11-09 9.0 11.0 3.0 143.4 117.6 4

9.5 11.0 1.8 5

14.5 16.0 2.4 6

19.5 21.0 7.6 13.8 82.1 4.1 SP 7

24.5 26.0 2.0 8

29.5 31.0 3.0 9

34.5 36.0 3.9 10 39.5 41.0 3.7 11 44.5 46.0 2.7 12 49.5 51.0 2.5 13 59.5 61.0 21.2 7.7 87.3 5.0 SP 14 69.5 71.0 18.7 15 79.5 81.0 23.9 16 89.5 91.0 19.4 17 99.5 101.0 10.9 18 109.5 111.0 10 19 119.5 121.0 7.8 20 129.5 131.0 20.0 2.689 21 139.5 141.0 12.0 17.8 73.7 8.5 6.7 1.8 SW-SM 22 149.5 151.0 17.5 23 159.5 161.0 20.1 24 169.5 171.0 15.3 25 179.5 181.0 12.9 26 189.5 191.0 10.5 CL-ML 27 199.5 121.0 19.1 28 209.5 211.0 16.9 29 219.5 221.0 12.9 1.2 60.8 38.0 SM G11-10 1

2.0 3.5 2.7 2

4.5 6.0 3.2 25.3 69.5 5.2 SP-SM 3

7.0 8.5 2.1 4

9.5 11.0 2.4 55.6 36.9 7.4 GP-GM 5

14.5 16.0 2.1 2.692 6

19.5 21.0 2.8 32.2 62.3 5.5 4.5 1.0 SP-SM 7

24.5 26.0 2.4 0.04*

8 29.5 31.0 3.4 9.2 88.8 2.0 SP 9

34.5 36.0 2.1 10 39.5 41.0 3.4 23.2 72.7 4.1 SP 11 44.5 46.0 3.9 12 49.5 51.0 3.9 13 59.5 61.0 17.9 14 69.5 71.0 25.5

  • Testresultatorbelowreportablelowerlimit











































 

 

 















 







 





















 



 





 



 













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2 -'/(8,!(8A/322 (8

77

RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254 JOB NAME:

BORING NUMBER:

G11-05 JOB NUMBER:

SAMPLE NUMBER:

Bulk DEPTH:

9-11' MOLD DATA Initial Mold Volume (Vi), ft3:

0.1002 Mold Area (A), ft2:

0.1963 Load Plate Thickness (T), in 0.5043 MINIMUM DENSITY DETERMINATION Moisture Content Determination Trial Number:

1 2

3 Tare N6 J10 Weight Mold & Soil, g:

10,178.0 10,193.8 10,184.3 Wt. of Wet Soil + Tare 300.76 1119.20 Weight Mold, g:

4,825.2 4,825.2 4,825.2 Wt. of Dry Soil + Tare 300.68 1056.90 Weight Soil, g:

5,352.8 5,368.6 5,359.1 Wt. of Tare 27.99 84.85 Moisture Content (%)

0.03%

6.4%

Minimum Density, Dmin, =

Average Weight Soil, g:

5,358.6 Average Soil Weight, lb

=

117.9 pcf Average Weight Soil, lb:

11.82 Mold Volume, ft3 MAXIMUM DENSITY DETERMINATION Dial 1 Final Dial Reading, in:

(0.064)

Final Mold Volume, Vf, =

Dial 2 Final Dial Reading, in:

(0.121)

Vi - (Rf +T/ 12) x A

=

0.0943 ft3 Dial 3 Final Dial Reading, in:

(0.173)

Dial 4 Final Dial Reading, in:

(0.206)

Average Dial Reading (Rf), in:

(0.141)

Maximum Density, Dmax, =

Weight Wet Soil & Tare, g:

13,078.8 Ws

=

142.2 pcf Weight Dry Soil & Tare, g:

12,690.0 Vf Weight Tare, g:

6,611.9 Weight Water, g:

388.8 Weight Dry Soil, g:

6,078.1 Weight Dry Soil (Ws), lb:

13.40 Moisture Content, %:

6.4 RELATIVE DENSITY RESULTS Lab Work RJM Minimum Density 117.9 pcf Date 12/2/2011 Checked MB Maximum Density 142.2 pcf

  • Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.

Lakewood, Colorado 6/18/2012 Figure C12

RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254 JOB NAME:

BORING NUMBER:

G11-06 JOB NUMBER:

SAMPLE NUMBER:

Bulk DEPTH:

9-11' MOLD DATA Initial Mold Volume (Vi), ft3:

0.1002 Mold Area (A), ft2:

0.1963 Load Plate Thickness (T), in 0.5043 MINIMUM DENSITY DETERMINATION Moisture Content Determination Trial Number:

1 2

3 Tare Q-4 Matt Weight Mold & Soil, g:

10,178.8 10,155.7 10,176.7 Wt. of Wet Soil + Tare 311.46 6743.70 Weight Mold, g:

4,822.1 4,822.1 4,822.1 Wt. of Dry Soil + Tare 311.32 6378.60 Weight Soil, g:

5,356.7 5,333.6 5,354.6 Wt. of Tare 27.31 544.60 Moisture Content (%)

0.05%

6.3%

Minimum Density, Dmin, =

Average Weight Soil, g:

5,345.7 Average Soil Weight, lb

=

117.6 pcf Average Weight Soil, lb:

11.79 Mold Volume, ft3 MAXIMUM DENSITY DETERMINATION Dial 1 Final Dial Reading, in:

0.073 Final Mold Volume, Vf, =

Dial 2 Final Dial Reading, in:

0.053 Vi - (Rf +T/ 12) x A

=

0.0924 ft3 Dial 3 Final Dial Reading, in:

(0.141)

Dial 4 Final Dial Reading, in:

(0.092)

Average Dial Reading (Rf), in:

(0.027)

Maximum Density, Dmax, =

Weight Wet Soil & Tare, g:

12,893.9 Ws

=

141.1 pcf Weight Dry Soil & Tare, g:

12,520.0 Vf Weight Tare, g:

6,608.8 Weight Water, g:

373.9 Weight Dry Soil, g:

5,911.2 Weight Dry Soil (Ws), lb:

13.03 Moisture Content, %:

6.3 RELATIVE DENSITY RESULTS Lab Work RJM Minimum Density 117.6 pcf Date 12/2/2011 Checked MB Maximum Density 141.1 pcf

  • Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.

Lakewood, Colorado 6/18/2012 Figure C13

RELATIVE DENSITY DETERMINATION ASTM D4253 (Method B) AND D4254 JOB NAME:

BORING NUMBER:

G11-09 JOB NUMBER:

SAMPLE NUMBER:

Bulk DEPTH:

9-11' MOLD DATA Initial Mold Volume (Vi), ft3:

0.1002 Mold Area (A), ft2:

0.1963 Load Plate Thickness (T), in 0.5043 MINIMUM DENSITY DETERMINATION Moisture Content Determination Trial Number:

1 2

3 Tare Q-1 DT Weight Mold & Soil, g:

10,165.1 10,169.5 10,172.9 Wt. of Wet Soil + Tare 279.07 1455.30 Weight Mold, g:

4,822.1 4,822.1 4,822.1 Wt. of Dry Soil + Tare 278.83 1367.20 Weight Soil, g:

5,343.0 5,347.4 5,350.8 Wt. of Tare 24.97 83.87 Moisture Content (%)

0.09%

6.9%

Minimum Density, Dmin, =

Average Weight Soil, g:

5,342.0 Average Soil Weight, lb

=

117.6 pcf Average Weight Soil, lb:

11.78 Mold Volume, ft3 MAXIMUM DENSITY DETERMINATION Dial 1 Final Dial Reading, in:

(0.409)

Final Mold Volume, Vf, =

Dial 2 Final Dial Reading, in:

(0.320)

Vi - (Rf +T/ 12) x A

=

0.0935 ft3 Dial 3 Final Dial Reading, in:

0.221 Dial 4 Final Dial Reading, in:

0.138 Average Dial Reading (Rf), in:

(0.092)

Maximum Density, Dmax, =

Weight Wet Soil & Tare, g:

13,102.7 Ws

=

143.4 pcf Weight Dry Soil & Tare, g:

12,685.0 Vf Weight Tare, g:

6,608.8 Weight Water, g:

417.7 Weight Dry Soil, g:

6,076.2 Weight Dry Soil (Ws), lb:

13.40 Moisture Content, %:

6.9 RELATIVE DENSITY RESULTS Lab Work RJM Minimum Density 117.6 pcf Date 12/2/2011 Checked MB Maximum Density 143.4 pcf

  • Maximum Density test performed on wet material Shine Medical Technologies - Janesville, WI 113-81051 Golder Associates Inc.

Lakewood, Colorado 6/18/2012 Figure C14







































AppendixD

SiteSoilClassificationforSeismicDesign

<'/I Golder Associates TECHNICAL MEMORANDUM Date:

August 3, 2012 Project No.:

113-81051 To:

From:

cc:

Company:

SHINE Medical Technologies Address:

8123 Forsythia St. Suite 140 Middleton, WI 53562 Golder Report No.

113-81051 GR1, Revision 5, 8/03/12 RE:

SITE SOIL CLASSIFICATION FOR SEISMIC DESIGN APPENDIX D OF GOLDER REPORT 113-81051 GR 6, REVISION 3, 8/03/12 (PRELIMINARY GEOTECHNCIAL ENGINEERING REPORT)

This technical memorandum revises and supersedes the soil Site Cia ssification Technical Memorandum issued to SHINE Medical Technologies by Golder January 6, February 13, May 18, June 18, and July 23, 2012. The technical memorandum provides a soil site classification for the SHINE Medical Technologies proposed medical isotope production site located in, Rock County, Wisconsin. Soil site classification was completed using the provisions in Chapter 20 of the American Society of Civil Engineers Standard 7-05 (ASCE Standard 7-05) and downhole shear wave velocity measured by Golder Associates Inc. (Golder) on November 29, 2011. Golder (2012a) provides the description of the quality assurance program under which this technical memorandum was prepared.

1.0 BACKGROUND

Golder has been contracted by SHINE Medical Technologies to perform geotechnical, hydrological, and seismic services for the proposed m edical isotope production facility investigation site near Janesville,

Wisconsin. Part of the work contracted includes a soil site classification for the application of the seismic design requirements of the 20091nternational Building Code (IBC 2009) and ASCE Standard 7-05.

Golder has advanced 15 soil borings (1 0 geotechnical borings, one cased boring for vertical seismic profiling and four additio nal borings, which were converted to groundwater monitoring wells) at the Janesville site. Boring depths range from 60 feet (18m) to 221 feet ( 67 m) below ground surface (bgs).

The locations and Records of B oreholes are presented in Golder's preliminary geotechnical report (Golder 2012b). The Record of Cased Hole VSP-01, other site Records of 8 oreholes and grain size distributions indicate that in general the upper 100 feet (30m) of the site soils are compact to very dense, brown, moist to wet, fine to medium grained sand with little gravel (Golder 2012b).

As part of th e field investigation program, Golder also undertook downhole velocity profiling in cased borehole VSP-01 to support classification of the site soil conditions for the evaluation of soil Site Class required for application of ASCE Standard 7-05. Because ASCE Standard 7-05 defines soil Site Class p ~roJettai2011 \\113>S1051ahlneVUe transfer 8-3-12\\113-81051 updated srte elan memo 3 8UQUSt 2Q12.dOCX\\113-8105 UPDATED Site Class Memo Golder Associates Inc.

230 Commerce, Suite 200 Irvine, CA 92602 USA Tel: (714) 508-4400 Fax: (714) 508-4401 www.golder.com Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation

Richard Vann Bynum SHINE Medical Technologies 2

113-81051 August 3, 2012 based on the average geotechnical properties for the 1 00 feet (30 m) of soil below the ground surface, only the upper 100 feet (30 m) are described and evaluated in this memorandum. Vertical seismic profiling was performed on site by Go lder personnel on November 29, 2011. The meth odology and results of the downhole velocity profiling tests are provided in Attachment A. Calcul ations of soil Site Class are provided in Attachment B.

2.0 SCOPE OF WORK Golder selected to use average shear wave velocity to develop the soil Site Class because this parameter is the one most closely linked to the likely response of the soil to earthq uake ground shaking. Average shear wave velocity is one of the four methods listed in ASCE Standard 7-05, Chapter 20, Section 20.4 that are applied to classify soils within the upper 100ft (30 m). Shear wave velocity data were collected from the downhole velocity profiles as shown in Table A-1 of Attachment A. The average shear wave velocity was calculated by entering the incremental shear wave velocity values into a Microsoft Excel' spreadsheet, and using a mathematical function in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.1. Equation 20. 4-1 was used to evaluate the soil Site Class (Table B-1 in Attachment B).

The result was verified via calculations by hand (Attachment B). We note that the maximum depth of the evaluated shear wave field data is 100.5 ft (30.6 m). Although this depth exceeds the parameter of 100ft (30.5 m) specified in ASCE Standard 7-05 by half a foot (0.1 m), any potential slight variation in average velocity due to these additional six inches are considered negligible for the purpose of this study. In addition, the soil Site Class was substantiated by calculating the average standard penetration resistance for cohesion less soil layers by entering the incremental N-values into a Microsoft Excel' spreadsheet and using a mathematical function in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.2.

Equation 20.4-3 was used to determine the soil Site Class (Tables B-2 and B-3 in Attachment B). N-values were as reported in the Records of Borehole G11-05 and G11-06 (Golder 2012b) that are reproduced in Attachment Bas Figures B-1 and B-2, respectively.

2.1 SITE SOIL CLASSIFICATION Soil Site Cia ss was determined in accordance with ASCE Standard 7-05, Chapter 20, Section 20.3 including Table 20.3-1 based on the average shear wave velocity of the up per 100ft (3 0 m) of the soil profile. The six soil Site Classes range from Site Class A to Site Class F. Average shear wave velocity (ils) in the upper 100.5 feet (30 m) wa s calculated in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.1, equation 20.4-1:

(equation 20.4-1) where v5 is the average shear wave velocity in ft/s ctJGolder Associates

Richard Vann Bynum SHINE Medical Technologies 3

d; is the thickness (ft) of any layer between 0 and 100ft (0 and 100.5 ft for this study)

Vs; is the shear wave velocity in ft/s and.Li=1 d; is equal to 100ft (1 00.5 ft for this study) 113-81051 August 3, 2012 The soil Site Class was further substantiated by calculating the average standard penetration resistance for cohesionless soillaye rs in accordance with ASCE Standard 7-05, Chapter 20, Section 20.4.2, equation 20.4-3:

N

=~

ch L~ di t=lNi (equation 20.4-3) where Nch is the average standard penetration resistance for cohesionless soil layers in blows/ft

}.:~ 1 d; = d5 where d 5 is the total thickness (ft) of cohesion less soil layers in the top 100ft d; is the thickness (ft) of any layer between 0 and 100ft N; is the standard penetration resistance in blows/ft N-values from the upper 100 feet (30m) provided in the Records of Borehole G11-05 and G11-06 were evaluated to determine soil Site Class. Thes e boreholes are both located about 50ft from VSP-01 (Golder 2012b). Data and calculated average N-values are shown in Tables B-2 and B-3 of Attachment B, and are based on th e standard penetration resistance as directly measured in the field without corrections.

3.0 RESULTS The ifs for the soil profile measured in VSP-01 is 1,081 ft/s (330 m/s) based on a total of 34 layers over 100.5 feet (30.6 m) as shown in Table B-1 of Attachment B. This ifs value lies between 600 and 1,200 ft/s (183 and 366 m/s), indicating a soil Site Class D, stiff soil, based on ASCE Standard 7-05, Chapter 20, Section 20.3, Table 20.3-1. Calculations made by hand verify that the ifs for the soil profile measured in VSP-01 is also 1,081 ft/s (330 m/s) and are included in Attachment B. The average standard penetration resistances for cohesionless soil layers for boreholes G11-05 and G11-06 are 29.3 blows /ft (Table B-2) and 25.5 blows/ft (Table B-3), respectively, as also shown in Attachment B. These calculated values for the average standard penetration resistance for cohesionless soil layers are both betwee n 15 and 50 blows/ft that additionally indicate that the site soil is Site Class D, stiff soil, based on ASCE Standard 7-05, Chapter 20, Section 20.3, Table 20.3-1.

lA\\ Golder

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Richard Vann Bynum SHINE Medical Technologies

4.0 REFERENCES

4 113-81051 August 3, 2012 ASCE Standard 7-05. 2006. Minimum Design Loads for Buildings and Other Structures, Reston, VA:

American Society of Civil Engineers/Structural Engineering Institute 7-05, 388 pp.

Golder (Golder Associates Inc.). 2012a. Quality Assurance Program Description (QAPD), prepared for SHINE Medical Technologies, dated January 12. Duluth MN: Golder.

Golder (Golder Associates Inc.) 2012b. Preliminary Geotechnical Engineering Report, Janesville, Wisconsin, Golder Report 6, Project No. 113-81051, Rev 3, Golder Associates Inc., August 3, 2012.

IBC 2009 (International Building Code). 2009. International Code Council, Inc., International Building Code (IBC), USA, 676 pp.

5.0 APPENDICES ATTACHMENT A: Vertical Seismic Profiling Test Results ATTACHMENT B: Calculations of Soil Site Class for Proposed SHINE Medical Technologies Site

ATTACHMENT A VERTICAL SEISMIC PROFILING TEST RESULTS

.Golder Associates TECHNICAL MEMORANDUM DATE July 23, 2012 TO FROM cc PROJECT NO.

COMPANY ADDRESS GOLDER REPORT NO.

113-81051 SHINE Medical Technologies 8123 Forsythia St. Suite 140 Middleton, WI 53562 113-81051 GR3, Revision 3, 8/3/12 RE:

VERTICAL SEISMIC PROFILING TEST RESULTS ATTACHMENT A OF GOLDER REPORT GP1, REVISION 5, 8/3/12 (SITE SOIL CLASSIFICATION FOR SEISMIC DESIGN)

This technical memorandum presents the results of the vertical seismic profile (VSP) testing performed at the proposed SHINE Medical Technologies Proposed Medical isotope Production Facility Investigation site located at Rock County, Wisconsin. VSP testing was completed in VSP-01 on November 29, 2011. VSP-01 was cased with a PVC pipe and grouted in place. Adjacent borehole and water well logs, as well as soil laboratory tests, indicate that the subsurface soil consists of compact to very dense sand throughout the borehole.

Methodology For the VSP method, seismic energy is generated at the ground surface by an active seismic source and recorded by a geophone located in a nearby borehole at a known depth (Figure A-1 ). The active seismic source can be either compression or shear-wave. The tim e required for the energy to travel from the source to the receiver (geophone) provides a measurement of the average compression or shear-wave seismic velocity of the medium between the source and the receiver. Data obtaine d from different geophone depths are used to calculate ad etailed vertical sei smic velocity profile of the subsurface in the immediate vicinity of th e test borehole.

The high resolution results of a VSP surv ey are commonly used to classify the site soil conditions as part of many national building codes and engineering design standards.

Golder Associates ltd.

2390 Argentia Road. Mississauga, Ontario, Canada L5N 5Z7 Tel: +1 (905) 567 4444 Fax: +1 (905) 567 6561 www.golder.com Golder Associates: Operations In Africa, Asia, Australasia, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation.

. )

Richard Vann Bynum SHINE Medical Technologies Figure A-1: Layout and resulting time traces from a hypothetical VSP survey Field Work 113-81051 August 3, 2012 The field work was completed on November 29, 2011 by personnel from the Golder Mi ssissauga, Ontario and Duluth, Minnesota offices.

Both compression and shear wave seismic sources were used, and both sources were located in close vicinity to VSP-01. The seismi c source for the compression wave test consisted of a 12 pound (5.5 kil ogram) sledge hammer vertically impacted on a metal plate. The plate was located 4.8 feet from VSP-01. The seismic source for the shear-wave test consisted of the same 12 pound sledge hammer horizontally impacted on alternate ends of a wooden beam to induce polarized shear-waves. The wooden beam, 8 feet long by 6 inches square, was located 4.8 feet from the VSP-01, and coupled to the ground surface by parking a vehicl e on top of it. Test measurements started at 1.5 feet below the ground surface. Data we re recorded in the borehole with a 3-component receiver spaced sequentially at 3-foot intervals below the g round surface, and extended to the maximum depth of the casing in VSP-01 (1 03.5 feet).

The seismic records collected for each source location were stacked a minimum of 1 0 times to minimize the effects of ambient background seismic noise on the collected data. The data wa s sampled at 2. 08 x1 o-2 millisecond intervals. A total time window of 0.341 seconds was collected for each seismic shot record.

2/6

- Golder Associates

Richard Vann Bynum SHINE Medical Technologies Data Processing Processing of the VSP test results consisted of the following main steps:

113-81051 August 3, 2012

1)

Combination of seismic records to present seismic traces for all depth intervals on a single plot for each seismic source and for each component

2)

Low Pass Filtering of data to remove spurious high frequency noise

3)

First break picking of the compression and shear-wave arrivals

4)

Calculation of the average compression and shear-wave velocity to each tested depth interval Processing of the VSP data was completed using the Seislmager/SW software package (Geometries Inc. -

Version 4.2.0.0 - January 24, 2011 ). The plots of the seismic records are presented in Figures A-2 and A-3.

These figures show the fi rst break picks of the compression wave and shear wave arrivals overlaid on the seismic waveform traces recorded at the different ge ophone depths. The arrivals were picked on the vertica I component for the compression source and on the two horizontal components for the shear source.

3/6

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10 20 30 40 50 60 70 80 90 100 10 30 50 Time (ms) 70 90 110 130 150 113-81051 August3, 2012 Figure A-3: First break picks of shear wave arrivals (red) along the seismic traces recorded at each receiver depth Results The VSP results from VSP-01 are summarized and listed in Table A-1. The shear wave and compression wave layer velocities were calculated in 3-foot intervals by best-fitting a theoretical travel time model to the field data collected. The depths presented on the tables are relative to the ground surface at the time of measurement.

The estimated dynamic engineering moduli, based on the calculated wave velocities, are also listed in Table A-1.

The engineering moduli were calculated using an estimated bulk density based on borehole logs from adjacent boreholes, but a detailed geotechnical investigation would be necessary to determine a more accurate density for each layer. A bulk density of 118.6 lbstte was estimated over the entire depth of the borehole. See the attached record of cased hole for additional information regarding borehole VSP-01 (Figure A-4).

5/6

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Richard Vann Bynum SHINE Medical Technologies Closure 113-81051 August 3, 2012 Golder trusts that these results meet your current needs. If you have any questions or require clarification of the information provided, please contact the undersigned at your convenience.

GOLDER ASSOCIATES L TO.

Attachments:

1.

Figure A-4-Record of Cased Hole VSP-01

2.

Table A-1-VSP Survey Results-Borehole VSP-01

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April 2012 TABLE A-1 VSP SURVEY RESULTS - BOREHOLE VSP-01 SHINE PROJECT JANESVILLE, WISCONSIN 113-81051 Top Bottom Compression Wave (ft/s)

Shear Wave (ft/s)

Poissons Ratio Shear Modulus (MPa)

Deformation Modulus (MPa)

Bulk Modulus (MPa) 0 1.5 886 459 118.6 0.32 37 98 89 1.5 4.5 1148 525 118.6 0.37 49 133 168 4.5 7.5 1640 820 118.6 0.33 119 317 317 7.5 10.5 1969 1050 118.6 0.30 195 506 425 10.5 13.5 2297 1181 118.6 0.32 246 650 603 13.5 16.5 2297 1083 118.6 0.36 207 562 655 16.5 19.5 2395 1050 118.6 0.38 195 537 753 19.5 22.5 2395 1050 118.6 0.38 195 537 753 22.5 25.5 1476 820 118.6 0.28 119 303 226 25.5 28.5 1739 1115 118.6 0.15 220 505 241 28.5 31.5 1739 1115 118.6 0.15 220 505 241 31.5 34.5 1804 1115 118.6 0.19 220 523 282 34.5 37.5 1969 1148 118.6 0.24 233 578 374 37.5 40.5 1969 1148 118.6 0.24 233 578 374 40.5 43.5 1969 1148 118.6 0.24 233 578 374 43.5 46.5 1969 1148 118.6 0.24 233 578 374 46.5 49.5 1969 1148 118.6 0.24 233 578 374 49.5 52.5 2067 1148 118.6 0.28 233 594 444 52.5 55.5 2297 1148 118.6 0.33 233 621 621 55.5 58.5 2461 1148 118.6 0.36 233 633 758 58.5 61.5 2461 1148 118.6 0.36 233 633 758 61.5 64.5 2461 1148 118.6 0.36 233 633 758 64.5 67.5 2461 1148 118.6 0.36 233 633 758 67.5 70.5 2362 1148 118.6 0.35 233 626 675 70.5 73.5 4265 1148 118.6 0.46 233 680 2900 73.5 76.5 4265 1148 118.6 0.46 233 680 2900 76.5 79.5 4921 1148 118.6 0.47 233 685 3964 79.5 82.5 5249 1148 118.6 0.47 233 686 4553 82.5 85.5 5249 1148 118.6 0.47 233 686 4553 85.5 88.5 5577 1148 118.6 0.48 233 688 5180 88.5 91.5 6234 1312 118.6 0.48 304 898 6453 91.5 94.5 6234 1476 118.6 0.47 385 1131 6345 94.5 97.5 6234 1804 118.6 0.45 575 1672 6092 97.5 100.5 6234 1804 118.6 0.45 575 1672 6092 100.5 103.5 6234 1804 118.6 0.45 575 1672 6092 Layer Depth (ft)

Dynamic Engineering Properties Estimated Bulk Density (lbs/ft3) 0.10 Average Wave Velocity Notes

1. Depth presented relative to ground surface.
2. This Table to be analyzed in conjunction with the accompanying report.

0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Travel Time (s)

Depth (ft)

Field Shear Model Shear Field Compression Model Compression Golder Associates

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Site Classification for Seismic oesign SHINE Proposed Medical Isotope Facility (after American Society of Civil Engineers [ASCE) Standard 7..()5 Chapter 20, Sections 20.3 and 20.4.1)

Shear Wave VelOCities ( Ps) From VSP.01 Site Class Determination of VSP.01 us1ng equation :.<U.4* or '-'napteuu, ::~ecuon :.<U.4. 1n A:>'-'t: ::~tanaara r-u:.:

Top Bottom Layer Depth Depth (ft) Thickness (It)

(It) 0 1.5 1.5 1.5 4.5 3

4.5 7.5 3

7.5 10.5 3

10.5 13.5 3

13.5 16.5 3

16.5 19.5 3

19.5 22.5 3

22.5 25.5 3

25.5 28.5 3

28.5 31.5 3

31.5 34.5 3

34.5 37.5 3

37.5 40.5 3

40.5 43.5 3

43.5 48.5 3

48.5 49.5 3

49.5 52.5 3

52.5 55.5 3

55.5 58.5 3

58.5 61.5 3

61.5 64.5 3

64.5 67.5 3

67.5 70.5 3

70.5 73.5 3

73.5 76.5 3

76.5 79.5 3

79.5 82.5 3

82.5 85.5 3

85.5 88.5 3

88.5 91.5 3

91.5 94.5 3

94.5 97.5 3

97.5 100.5 3

Vs (ftls) 459 525 820 1,050 1,181 1,083 1050 1050 820 1,115 1115 1,115 1148 1148 1148 1148 1148 1,148 1148 1148 1,148 1148 1148 1,148 1,148 1148 1,148 1148 1 148 1148 1,312 1476 1804 1804

...tlere I:f=t dt Vs = ---;;-ci;"

Lt=l Vst (equation 20.4-1)

Vs is the average shear wave velocity in ftls dt is the thickness of any layer between 0 and 100.5 ft V st is the shear wave velocity In ft/s I d1 is equal to 100.5 fl. or the sum of layer thicknesses Vs =

1,081 ft/s The soli Is Site Class D because the average shear wave velocity lies In the appropriate range listed below:

Simplified Site Classification teken from Table 20.3-1 of Chapter 20, Section 20.31n ASCE Stendard 7-05:

SHe Class A

>5000flls 8

2 500to 5 000 fils c

1.200 to 2,500 fils D

600 to 1,200 fils E

<600flls Table B-1

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Site Classification for Seismic Desian SHINE Proposed Medical Isotope Facility (after American Sociely of Civil Engin88fS (ASCE) Standard 7-05 Chapter 20, Sections 20.3 and 20.4.2)

N*Values Determined From Record of Borehole G11-05 Depth Layer N

(ft)

Th~r;ess (blowslft)

Oto 1 1

20 1102 1

20 2 to3 1

20 3104 1

20 4 to5 1

26 5 loS 1

26 6to7 1

26 7to8 1

26 8to9 1

26 91010 1

20 10to11 1

20 11 to12 1

20 t2to13 1

20 131014 1

19 141015 1

19 15to16 1

19 16to 17 1

19 171018 1

19 181019 1

30 19to 20 1

30 2010 21 1

30 21 to22 1

30 22 to 23 1

27 23 to 24 1

27 24 to 25 1

27 25to26 1

27 26 to 27 1

27 27 to 28 1

27 28 to 29 1

24 2910 30 1

24 3010 31 1

24 31 to 32 1

24 32 to 33 1

24 33 to 34 1

32 34 to 35 1

32 35 to 36 1

32 36 to 37 1

32 37 to 38 1

32 38 to 39 1

30 39 to 40 1

30 401041 1

30 41to42 1

30 42 to 43 1

30 431044 1

21 44 to 45 1

21 45 to 46 1

21 46 to 47 1

21 4710 46 1

24 48 to 49 1

24 49 to 50 1

24 50 to 51 1

24 51 to 52 1

24 52 to 53 1

24 53 to 54 1

24 54 to 55 1

24 55 to 56 1

46 56 to 57 1

46 57 to 58 1

46 58 to 59 1

46 59to60 1

46 60to61 1

46 61 to62 1

46 62 to 63 1

46 63to64 1

46 64 to 65 1

46 65to66 1

34 66 to 67 1

34 67 to 68 1

34 68to69 1

34 691070 1

34 70to71 1

34 71 to72 1

34 72 to 73 1

34 7310 74 1

34 74 to 75 1

34 75 to 76 1

24 76 to 77 1

24 77 to 78 1

24 78 to 79 1

24 79 to 80 1

24 80to81 1

24 81 to82 1

24 82to 83 1

24 83to84 1

24 84 to85 1

24 85 to86 1

100 86 to87 1

100 87 to88 1

100 88to 89 1

100 89to90 1

100 90to91 1

100 91 to92 1

100 92to93 1

100 93 to 94 1

100 94to95 1

100 95 to 96 1

43 96to97 1

43 97 to 98 1

43 981099 1

43 9910100 1

43 Silo Class Detonnlna11on of Borahote G11-05 Using equation 20.4-3 of Chapter 20, Section 20.4.2 in ASCE Standard 7..05:

(equation 20.4*3) where Nch is the average standard penetration resistance for cohesionless soil layers (blows/ft) t d, = ds where ds is the total thickness of coheslonless soil layers in the top 100ft (30m}

d, is the layer thictmess (ft)

Nl is the standard penetration resistance (btowslft)

N ch=

29.3 blows/It The soli Is Site Class 0 because the average standard pen-lon resistance lies in the appropriate range listed below:

Slmplfied Site Cfassifatlon taken from Table 20.3-1 of Chapter 20, Section 20.3 in ASCE Standard 7-05:

Site Class N,.

A NIA B

N/A c

>SO 0

15to50 E

< 15 (iilch lnbiOwslft)

Table B-2

Site Classification for Seismic Deslan SHINE Proposed Medical Isotope Facility (after American Society of Civil Engineers [ASCE) Standard 7.05 Chapter 20, Sections 20.3 and 20.4.2)

N*Values Determined From Record of Borehole G11-06 Depth Layer N

Thickness (ft)

(ft)

(blows/It)

Oto1 1

6 1to2 1

6 2to3 1

21 3 to4 1

21 4to 5 1

40 5to6 1

40 6to 7 1

40 7to 8 1

40 8to9 1

23 9to 10 1

23 tOto 11 1

17 lito 12 1

17 12to 13 1

19 13to 14 1

19 14to 15 1

18 t5to 16 1

18 16to 17 1

22 17to 18 1

22 18to 19 1

17 19to20 1

17 20to 21 1

17 21 to22 1

17 22to 23 1

20 23to 24 1

20 24to 25 1

21 25to26 1

21 26to 27 1

17 27to 28 1

17 28to29 1

17 29to 30 1

17 30to 31 1

27 31to 32 1

27 32to 33 1

35 33to 34 1

35 34to 35 1

29 35to 36 1

29 36to 37 1

25 37to36 1

25 38to39 1

25 39to 40 1

25 40 to41 1

29 41to42 1

29 42to 43 1

31 43 to44 1

31 44to 45 1

31 45to46 1

31 46 to 47 1

31 47to 48 1

31 48to 49 1

26 49to50 1

26 50 to 51 1

26 51 to 52 1

26 52 to 53 1

26 53 to 54 1

26 54 to 55 1

26 55 to 56 1

26 56 to 57 1

26 57 to 56 1

26 58 to 59 1

26 59 to 60 1

26 60to61 1

26 61to62 1

26 62to 63 1

26 63to64 1

26 64to65 1

26 65to66 1

24 66to 67 1

24 67to 68 1

24 68to69 1

24 69to 70 1

24 70to 71 1

24 71 to 72 1

24 72to 73 1

24 73to 74 1

24 74to 75 1

24 75to 76 1

48 76 to 77 1

48 77to 78 1

48 78to 79 1

48 79to 80 1

48 80to81 1

48 81to82 1

48 82to 83 1

48 83to 84 1

48 84to85 1

48 85to86 1

78 86to87 1

78 87to 88 1

78 86to89 1

78 89to 90 1

78 90to91 1

78 91 to92 1

78 92to 93 1

78 93to94 1

78 94to95 1

78 95 to 96 1

28 96to 97 1

28 97to 98 1

28 98to99 1

28 99to 100 1

28 Stte Class Determination of Borehole G11-06 Using equation 20.4-3 of Chapter 20, Section 20.4.2 In ASCE Standard 7.05:

(equation 20.4-3)

-re Nch is the average standard penetratton resistance for cohesiontess soil layers (bfowslft) t ds = ds where ds is the total thk:kness of coheskmless soil layers in the top 100ft (30m) d, is the layer thicl<ness (ft)

Ni is the standard penetration resistance (blows/ft) lii ch=

25.5 blows/11 The soli Is Site Class D because the average standerd penetration resistance lies In the appropriate range llstad below:

Simplified Site Classification taken from TabS& 20.3-1 of Chapter 20, Section 20.3 in ASCE Standard 7..05:

Site Class N,,

A NIA B

NIA c

>so 0

15to50 e

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Appendix E Field Hydrology Testing Results

TROLL 500 DATA LOGGER INFORMATION FROM SLUG TESTS IN WELLS SM-GW1A, SM-GW2A, and SM-GW3A SM-GW1A Report Date: 1/10/2012 14:35:46 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe Application Version: 5.6.21.0 Log File Properties:

File Name: MW-1.wsl Create Date: 12/22/2011 11:40:42 Device Properties:

Device: Level TROLL 700 Site: Shine Janesville Device Name:

Serial Number: 135443 Firmware Version: 2.07 Hardware Version: 3 Device Address: 1 Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)

Used Memory(%): 100 Used Battery(%): 20 Log Configuration Log Name: MW-1 Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe Application Version: 5.6.21.0 Create Date: 12/22/2011 8:21:12 Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096 Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 0.094504 (ft)

Head Pressure: 0.282196 (kPa)

Temperature: 20.1856 (C)

Log Notes:

Date and Time Note 12/22/2011 8:21:18 Sensor SN: 135443 Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 8:21:18 Used Battery: 20% Used Memory: 92% User Name: SHeuer 12/22/2011 11:13:22 User Note: "MW-1 in 1" 12/22/2011 11:17:05 User Note: "MW-1 out 1" 12/22/2011 11:19:04 User Note: "MW-1 in 2" 12/22/2011 11:36:20 Manual Start Command 12/22/2011 11:39:58 Used Battery: 20% Used Memory: 92% User Name: SHeuer 12/22/2011 11:39:59 Manual Stop Command Log Data:

Record Count: 875 Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)

Time Zone: Pacific Standard Time

Sensor: Pres(G) 69ft Sensor: Pres(G) 69ft Elapsed Time SN#: 135443 SN#: 135443 Date and Time Seconds Depth (ft) Pressure (kPa) 12/22/2011 11:36:20.998 0.000 7.114 21.244 12/22/2011 11:36:21.248 0.250 7.113 21.241 12/22/2011 11:36:21.498 0.500 7.117 21.252 12/22/2011 11:36:21.748 0.750 7.116 21.249 12/22/2011 11:36:21.998 1.000 7.116 21.249 12/22/2011 11:36:22.248 1.250 7.116 21.248 12/22/2011 11:36:22.498 1.500 7.113 21.239 12/22/2011 11:36:22.748 1.750 7.116 21.250 12/22/2011 11:36:22.998 2.000 7.113 21.239 12/22/2011 11:36:23.248 2.250 7.113 21.241 12/22/2011 11:36:23.498 2.500 7.113 21.239 12/22/2011 11:36:23.748 2.750 7.114 21.243 12/22/2011 11:36:23.998 3.000 7.481 22.340 12/22/2011 11:36:24.248 3.250 7.540 22.515 12/22/2011 11:36:24.498 3.500 7.285 21.753 12/22/2011 11:36:24.748 3.750 7.233 21.598 12/22/2011 11:36:24.998 4.000 7.207 21.522 12/22/2011 11:36:25.248 4.250 7.191 21.471 12/22/2011 11:36:25.498 4.500 7.173 21.419 12/22/2011 11:36:25.748 4.750 7.164 21.392 12/22/2011 11:36:26.108 5.110 7.135 21.305 12/22/2011 11:36:26.328 5.330 7.140 21.322 12/22/2011 11:36:26.551 5.553 7.146 21.339 12/22/2011 11:36:26.783 5.785 7.141 21.324 12/22/2011 11:36:27.002 6.004 7.121 21.263 12/22/2011 11:36:27.248 6.250 7.123 21.270 12/22/2011 11:36:27.498 6.500 7.127 21.282 12/22/2011 11:36:27.748 6.750 7.127 21.282 12/22/2011 11:36:27.998 7.000 7.125 21.275 12/22/2011 11:36:28.248 7.250 7.121 21.263 12/22/2011 11:36:28.498 7.500 7.127 21.281 12/22/2011 11:36:28.748 7.750 7.121 21.264 12/22/2011 11:36:28.998 8.000 7.119 21.257 12/22/2011 11:36:29.248 8.250 7.121 21.264 12/22/2011 11:36:29.498 8.500 7.116 21.250 12/22/2011 11:36:29.748 8.750 7.120 21.262 12/22/2011 11:36:29.998 9.000 7.122 21.267 12/22/2011 11:36:30.248 9.250 7.118 21.256 12/22/2011 11:36:30.498 9.500 7.120 21.260 12/22/2011 11:36:30.748 9.750 7.117 21.253 12/22/2011 11:36:30.998 10.000 7.116 21.249 12/22/2011 11:36:31.248 10.250 7.116 21.249 12/22/2011 11:36:31.498 10.500 7.113 21.240 12/22/2011 11:36:31.748 10.750 7.117 21.250 12/22/2011 11:36:31.998 11.000 7.114 21.243 12/22/2011 11:36:32.248 11.250 7.112 21.237 12/22/2011 11:36:32.498 11.500 7.113 21.241 12/22/2011 11:36:32.748 11.750 7.110 21.232 12/22/2011 11:36:32.998 12.000 7.111 21.235 12/22/2011 11:36:33.248 12.250 7.108 21.226 12/22/2011 11:36:33.498 12.500 7.113 21.241 12/22/2011 11:36:33.748 12.750 7.112 21.237 12/22/2011 11:36:33.998 13.000 7.110 21.232 12/22/2011 11:36:34.248 13.250 7.111 21.235 12/22/2011 11:36:34.498 13.500 7.109 21.228 12/22/2011 11:36:34.748 13.750 7.110 21.231 12/22/2011 11:36:34.998 14.000 7.114 21.242 12/22/2011 11:36:35.248 14.250 7.114 21.242 12/22/2011 11:36:35.498 14.500 7.113 21.239 12/22/2011 11:36:35.748 14.750 7.109 21.229 12/22/2011 11:36:35.998 15.000 7.110 21.232 12/22/2011 11:36:36.248 15.250 7.108 21.226 12/22/2011 11:36:36.498 15.500 7.112 21.238 12/22/2011 11:36:36.749 15.751 7.114 21.242 12/22/2011 11:36:36.999 16.001 7.110 21.232 12/22/2011 11:36:37.249 16.251 7.108 21.224 12/22/2011 11:36:37.499 16.501 7.107 21.221 12/22/2011 11:36:37.749 16.751 7.108 21.225 12/22/2011 11:36:37.999 17.001 7.107 21.221 12/22/2011 11:36:38.249 17.251 7.112 21.237 12/22/2011 11:36:38.499 17.501 7.111 21.233 12/22/2011 11:36:38.749 17.751 7.112 21.236 12/22/2011 11:36:38.999 18.001 7.114 21.243 12/22/2011 11:36:39.249 18.251 7.113 21.238 12/22/2011 11:36:39.499 18.501 7.109 21.228 12/22/2011 11:36:39.749 18.751 7.110 21.230 12/22/2011 11:36:39.999 19.001 7.109 21.227

12/22/2011 11:36:40.249 19.251 7.110 21.231 12/22/2011 11:36:40.499 19.501 7.110 21.230 12/22/2011 11:36:40.749 19.751 7.110 21.231 12/22/2011 11:36:40.999 20.001 7.109 21.229 12/22/2011 11:36:41.249 20.251 7.113 21.239 12/22/2011 11:36:41.499 20.501 7.108 21.226 12/22/2011 11:36:41.749 20.751 7.107 21.222 12/22/2011 11:36:41.999 21.001 7.109 21.228 12/22/2011 11:36:42.248 21.250 7.107 21.222 12/22/2011 11:36:42.498 21.500 7.109 21.227 12/22/2011 11:36:42.748 21.750 7.110 21.230 12/22/2011 11:36:42.998 22.000 7.110 21.232 12/22/2011 11:36:43.248 22.250 7.111 21.234 12/22/2011 11:36:43.498 22.500 7.111 21.235 12/22/2011 11:36:43.748 22.750 7.108 21.226 12/22/2011 11:36:43.998 23.000 7.110 21.231 12/22/2011 11:36:44.248 23.250 7.109 21.227 12/22/2011 11:36:44.498 23.500 7.115 21.246 12/22/2011 11:36:44.748 23.750 7.106 21.220 12/22/2011 11:36:44.998 24.000 7.112 21.236 12/22/2011 11:36:45.248 24.250 7.109 21.229 12/22/2011 11:36:45.498 24.500 7.110 21.230 12/22/2011 11:36:45.748 24.750 7.110 21.232 12/22/2011 11:36:45.998 25.000 7.110 21.232 12/22/2011 11:36:46.248 25.250 7.111 21.235 12/22/2011 11:36:46.498 25.500 7.112 21.238 12/22/2011 11:36:46.748 25.750 7.110 21.230 12/22/2011 11:36:46.998 26.000 7.112 21.236 12/22/2011 11:36:47.248 26.250 7.110 21.230 12/22/2011 11:36:47.499 26.501 7.112 21.238 12/22/2011 11:36:47.749 26.751 7.109 21.229 12/22/2011 11:36:47.999 27.001 7.108 21.226 12/22/2011 11:36:48.249 27.251 7.110 21.231 12/22/2011 11:36:48.499 27.501 7.110 21.230 12/22/2011 11:36:48.749 27.751 7.109 21.229 12/22/2011 11:36:48.999 28.001 7.110 21.230 12/22/2011 11:36:49.249 28.251 7.110 21.230 12/22/2011 11:36:49.499 28.501 7.113 21.239 12/22/2011 11:36:49.749 28.751 7.110 21.232 12/22/2011 11:36:49.999 29.001 7.111 21.235 12/22/2011 11:36:50.249 29.251 7.113 21.239 12/22/2011 11:36:50.499 29.501 7.111 21.233 12/22/2011 11:36:50.749 29.751 7.111 21.233 12/22/2011 11:36:50.999 30.001 7.114 21.243 12/22/2011 11:36:51.249 30.251 7.113 21.240 12/22/2011 11:36:51.499 30.501 7.110 21.231 12/22/2011 11:36:51.749 30.751 7.111 21.234 12/22/2011 11:36:51.999 31.001 7.108 21.224 12/22/2011 11:36:52.249 31.251 7.111 21.233 12/22/2011 11:36:52.499 31.501 7.111 21.233 12/22/2011 11:36:52.749 31.751 7.111 21.233 12/22/2011 11:36:52.998 32.000 7.109 21.229 12/22/2011 11:36:53.248 32.250 7.108 21.226 12/22/2011 11:36:53.498 32.500 7.110 21.231 12/22/2011 11:36:53.748 32.750 7.109 21.229 12/22/2011 11:36:53.998 33.000 7.110 21.232 12/22/2011 11:36:54.248 33.250 7.111 21.234 12/22/2011 11:36:54.498 33.500 7.112 21.237 12/22/2011 11:36:54.748 33.750 7.112 21.236 12/22/2011 11:36:54.998 34.000 7.107 21.223 12/22/2011 11:36:55.248 34.250 7.110 21.231 12/22/2011 11:36:55.498 34.500 7.107 21.223 12/22/2011 11:36:55.748 34.750 7.110 21.231 12/22/2011 11:36:55.998 35.000 7.109 21.228 12/22/2011 11:36:56.248 35.250 7.110 21.230 12/22/2011 11:36:56.498 35.500 7.109 21.228 12/22/2011 11:36:56.748 35.750 7.107 21.223 12/22/2011 11:36:56.998 36.000 7.109 21.228 12/22/2011 11:36:57.248 36.250 7.109 21.227 12/22/2011 11:36:57.498 36.500 7.108 21.224 12/22/2011 11:36:57.748 36.750 7.111 21.234 12/22/2011 11:36:57.999 37.001 7.111 21.234 12/22/2011 11:36:58.249 37.251 7.111 21.233 12/22/2011 11:36:58.499 37.501 7.112 21.237 12/22/2011 11:36:58.749 37.751 7.111 21.235 12/22/2011 11:36:58.999 38.001 7.110 21.231 12/22/2011 11:36:59.249 38.251 7.110 21.232 12/22/2011 11:36:59.499 38.501 7.108 21.225 12/22/2011 11:36:59.749 38.751 7.112 21.238 12/22/2011 11:36:59.999 39.001 7.111 21.235 12/22/2011 11:37:00.249 39.251 7.111 21.234

12/22/2011 11:37:00.499 39.501 7.113 21.240 12/22/2011 11:37:00.749 39.751 7.116 21.249 12/22/2011 11:37:00.999 40.001 7.110 21.230 12/22/2011 11:37:01.249 40.251 7.114 21.242 12/22/2011 11:37:01.499 40.501 7.111 21.235 12/22/2011 11:37:01.749 40.751 7.111 21.233 12/22/2011 11:37:01.999 41.001 7.110 21.231 12/22/2011 11:37:02.249 41.251 7.114 21.242 12/22/2011 11:37:02.499 41.501 7.112 21.236 12/22/2011 11:37:02.749 41.751 7.115 21.245 12/22/2011 11:37:02.999 42.001 7.112 21.236 12/22/2011 11:37:03.249 42.251 7.109 21.228 12/22/2011 11:37:03.498 42.500 7.112 21.236 12/22/2011 11:37:03.748 42.750 7.110 21.230 12/22/2011 11:37:03.998 43.000 7.111 21.234 12/22/2011 11:37:04.248 43.250 7.112 21.237 12/22/2011 11:37:04.498 43.500 7.110 21.232 12/22/2011 11:37:04.748 43.750 7.108 21.226 12/22/2011 11:37:04.998 44.000 7.109 21.229 12/22/2011 11:37:05.248 44.250 7.109 21.229 12/22/2011 11:37:05.498 44.500 7.111 21.235 12/22/2011 11:37:05.748 44.750 7.110 21.232 12/22/2011 11:37:05.998 45.000 7.108 21.224 12/22/2011 11:37:06.248 45.250 7.109 21.227 12/22/2011 11:37:06.498 45.500 7.111 21.235 12/22/2011 11:37:06.748 45.750 7.110 21.231 12/22/2011 11:37:06.998 46.000 7.110 21.232 12/22/2011 11:37:07.248 46.250 7.109 21.227 12/22/2011 11:37:07.498 46.500 7.109 21.228 12/22/2011 11:37:07.748 46.750 7.108 21.226 12/22/2011 11:37:07.998 47.000 7.111 21.234 12/22/2011 11:37:08.248 47.250 7.109 21.228 12/22/2011 11:37:08.498 47.500 7.107 21.223 12/22/2011 11:37:08.749 47.751 7.110 21.230 12/22/2011 11:37:08.999 48.001 7.112 21.238 12/22/2011 11:37:09.249 48.251 7.109 21.227 12/22/2011 11:37:09.499 48.501 7.109 21.229 12/22/2011 11:37:09.749 48.751 7.107 21.221 12/22/2011 11:37:09.999 49.001 7.110 21.232 12/22/2011 11:37:10.249 49.251 7.108 21.226 12/22/2011 11:37:10.499 49.501 7.110 21.230 12/22/2011 11:37:10.749 49.751 7.108 21.225 12/22/2011 11:37:10.999 50.001 7.109 21.229 12/22/2011 11:37:11.249 50.251 7.107 21.223 12/22/2011 11:37:11.499 50.501 7.108 21.226 12/22/2011 11:37:11.749 50.751 7.108 21.226 12/22/2011 11:37:11.999 51.001 7.108 21.225 12/22/2011 11:37:12.249 51.251 7.110 21.232 12/22/2011 11:37:12.499 51.501 7.110 21.230 12/22/2011 11:37:12.749 51.751 7.110 21.230 12/22/2011 11:37:12.999 52.001 7.108 21.225 12/22/2011 11:37:13.249 52.251 7.110 21.232 12/22/2011 11:37:13.499 52.501 7.108 21.225 12/22/2011 11:37:13.749 52.751 7.110 21.230 12/22/2011 11:37:13.999 53.001 7.110 21.232 12/22/2011 11:37:14.248 53.250 7.104 21.214 12/22/2011 11:37:14.498 53.500 7.108 21.226 12/22/2011 11:37:14.748 53.750 7.107 21.223 12/22/2011 11:37:14.998 54.000 7.109 21.227 12/22/2011 11:37:15.248 54.250 7.108 21.224 12/22/2011 11:37:15.498 54.500 7.109 21.229 12/22/2011 11:37:15.748 54.750 7.108 21.225 12/22/2011 11:37:15.998 55.000 7.108 21.226 12/22/2011 11:37:16.248 55.250 7.108 21.226 12/22/2011 11:37:16.498 55.500 7.109 21.227 12/22/2011 11:37:16.748 55.750 7.107 21.223 12/22/2011 11:37:16.998 56.000 7.110 21.231 12/22/2011 11:37:17.248 56.250 7.110 21.230 12/22/2011 11:37:17.498 56.500 7.111 21.233 12/22/2011 11:37:17.748 56.750 7.106 21.219 12/22/2011 11:37:17.998 57.000 7.108 21.225 12/22/2011 11:37:18.248 57.250 7.110 21.232 12/22/2011 11:37:18.498 57.500 7.110 21.232 12/22/2011 11:37:18.748 57.750 7.109 21.229 12/22/2011 11:37:18.998 58.000 7.108 21.226 12/22/2011 11:37:19.249 58.251 6.922 20.668 12/22/2011 11:37:19.499 58.501 6.952 20.759 12/22/2011 11:37:19.749 58.751 7.056 21.069 12/22/2011 11:37:19.999 59.001 7.096 21.190 12/22/2011 11:37:20.249 59.251 7.024 20.973 12/22/2011 11:37:20.499 59.501 7.114 21.243

12/22/2011 11:37:20.749 59.751 6.992 20.878 12/22/2011 11:37:20.999 60.001 6.866 20.501 12/22/2011 11:37:21.249 60.251 6.912 20.640 12/22/2011 11:37:21.499 60.501 6.967 20.803 12/22/2011 11:37:21.749 60.751 7.007 20.924 12/22/2011 11:37:21.999 61.001 7.033 21.000 12/22/2011 11:37:22.249 61.251 7.048 21.047 12/22/2011 11:37:22.499 61.501 7.063 21.090 12/22/2011 11:37:22.749 61.751 7.068 21.105 12/22/2011 11:37:22.999 62.001 7.077 21.133 12/22/2011 11:37:23.249 62.251 7.084 21.153 12/22/2011 11:37:23.499 62.501 7.083 21.151 12/22/2011 11:37:23.749 62.751 7.089 21.169 12/22/2011 11:37:23.999 63.001 7.094 21.183 12/22/2011 11:37:24.249 63.251 7.097 21.191 12/22/2011 11:37:24.499 63.501 7.100 21.200 12/22/2011 11:37:24.748 63.750 7.099 21.197 12/22/2011 11:37:24.998 64.000 7.099 21.198 12/22/2011 11:37:25.248 64.250 7.100 21.202 12/22/2011 11:37:25.498 64.500 7.101 21.203 12/22/2011 11:37:25.748 64.750 7.100 21.201 12/22/2011 11:37:25.998 65.000 7.102 21.208 12/22/2011 11:37:26.248 65.250 7.103 21.210 12/22/2011 11:37:26.498 65.500 7.105 21.215 12/22/2011 11:37:26.748 65.750 7.103 21.210 12/22/2011 11:37:26.998 66.000 7.103 21.209 12/22/2011 11:37:27.248 66.250 7.103 21.211 12/22/2011 11:37:27.498 66.500 7.104 21.213 12/22/2011 11:37:27.748 66.750 7.105 21.217 12/22/2011 11:37:27.998 67.000 7.104 21.214 12/22/2011 11:37:28.248 67.250 7.103 21.211 12/22/2011 11:37:28.498 67.500 7.104 21.213 12/22/2011 11:37:28.748 67.750 7.105 21.215 12/22/2011 11:37:28.998 68.000 7.104 21.214 12/22/2011 11:37:29.248 68.250 7.106 21.218 12/22/2011 11:37:29.498 68.500 7.106 21.218 12/22/2011 11:37:29.749 68.751 7.105 21.216 12/22/2011 11:37:29.998 69.000 7.107 21.223 12/22/2011 11:37:30.248 69.250 7.106 21.219 12/22/2011 11:37:30.498 69.500 7.107 21.221 12/22/2011 11:37:30.748 69.750 7.106 21.219 12/22/2011 11:37:30.998 70.000 7.107 21.223 12/22/2011 11:37:31.248 70.250 7.106 21.219 12/22/2011 11:37:31.498 70.500 7.106 21.219 12/22/2011 11:37:31.748 70.750 7.107 21.223 12/22/2011 11:37:31.998 71.000 7.108 21.224 12/22/2011 11:37:32.248 71.250 7.107 21.221 12/22/2011 11:37:32.498 71.500 7.106 21.220 12/22/2011 11:37:32.748 71.750 7.104 21.213 12/22/2011 11:37:32.998 72.000 7.105 21.216 12/22/2011 11:37:33.248 72.250 7.105 21.215 12/22/2011 11:37:33.498 72.500 7.106 21.218 12/22/2011 11:37:33.748 72.750 7.104 21.214 12/22/2011 11:37:33.998 73.000 7.104 21.214 12/22/2011 11:37:34.248 73.250 7.107 21.223 12/22/2011 11:37:34.498 73.500 7.105 21.217 12/22/2011 11:37:34.748 73.750 7.107 21.222 12/22/2011 11:37:34.998 74.000 7.107 21.222 12/22/2011 11:37:35.248 74.250 7.107 21.221 12/22/2011 11:37:35.498 74.500 7.108 21.224 12/22/2011 11:37:35.748 74.750 7.105 21.216 12/22/2011 11:37:35.998 75.000 7.107 21.221 12/22/2011 11:37:36.248 75.250 7.107 21.223 12/22/2011 11:37:36.498 75.500 7.105 21.217 12/22/2011 11:37:36.748 75.750 7.107 21.222 12/22/2011 11:37:36.998 76.000 7.106 21.220 12/22/2011 11:37:37.248 76.250 7.106 21.218 12/22/2011 11:37:37.498 76.500 7.105 21.216 12/22/2011 11:37:37.748 76.750 7.105 21.217 12/22/2011 11:37:37.998 77.000 7.107 21.221 12/22/2011 11:37:38.248 77.250 7.106 21.218 12/22/2011 11:37:38.498 77.500 7.106 21.219 12/22/2011 11:37:38.748 77.750 7.108 21.226 12/22/2011 11:37:38.998 78.000 7.103 21.211 12/22/2011 11:37:39.248 78.250 7.109 21.227 12/22/2011 11:37:39.498 78.500 7.106 21.219 12/22/2011 11:37:39.748 78.750 7.107 21.221 12/22/2011 11:37:39.998 79.000 7.105 21.215 12/22/2011 11:37:40.248 79.250 7.107 21.223 12/22/2011 11:37:40.499 79.501 7.109 21.228 12/22/2011 11:37:40.749 79.751 7.106 21.219

12/22/2011 11:37:40.999 80.001 7.105 21.216 12/22/2011 11:37:41.249 80.251 7.109 21.228 12/22/2011 11:37:41.499 80.501 7.107 21.221 12/22/2011 11:37:41.749 80.751 7.104 21.212 12/22/2011 11:37:41.999 81.001 7.106 21.219 12/22/2011 11:37:42.249 81.251 7.110 21.231 12/22/2011 11:37:42.499 81.501 7.103 21.210 12/22/2011 11:37:42.749 81.751 7.107 21.221 12/22/2011 11:37:42.999 82.001 7.105 21.215 12/22/2011 11:37:43.249 82.251 7.107 21.222 12/22/2011 11:37:43.499 82.501 7.106 21.218 12/22/2011 11:37:43.749 82.751 7.105 21.217 12/22/2011 11:37:43.999 83.001 7.107 21.221 12/22/2011 11:37:44.249 83.251 7.109 21.229 12/22/2011 11:37:44.499 83.501 7.106 21.219 12/22/2011 11:37:44.749 83.751 7.104 21.213 12/22/2011 11:37:44.999 84.001 7.107 21.223 12/22/2011 11:37:45.249 84.251 7.106 21.219 12/22/2011 11:37:45.499 84.501 7.106 21.220 12/22/2011 11:37:45.749 84.751 7.104 21.214 12/22/2011 11:37:45.998 85.000 7.104 21.214 12/22/2011 11:37:46.248 85.250 7.107 21.222 12/22/2011 11:37:46.498 85.500 7.107 21.222 12/22/2011 11:37:46.748 85.750 7.104 21.213 12/22/2011 11:37:46.998 86.000 7.110 21.230 12/22/2011 11:37:47.248 86.250 7.107 21.222 12/22/2011 11:37:47.498 86.500 7.108 21.225 12/22/2011 11:37:47.748 86.750 7.107 21.222 12/22/2011 11:37:47.998 87.000 7.106 21.218 12/22/2011 11:37:48.248 87.250 7.108 21.225 12/22/2011 11:37:48.498 87.500 7.107 21.223 12/22/2011 11:37:48.748 87.750 7.107 21.222 12/22/2011 11:37:48.998 88.000 7.109 21.227 12/22/2011 11:37:49.248 88.250 7.107 21.221 12/22/2011 11:37:49.498 88.500 7.102 21.208 12/22/2011 11:37:49.748 88.750 7.107 21.222 12/22/2011 11:37:49.998 89.000 7.108 21.224 12/22/2011 11:37:50.248 89.250 7.108 21.226 12/22/2011 11:37:50.498 89.500 7.108 21.225 12/22/2011 11:37:50.748 89.750 7.108 21.225 12/22/2011 11:37:50.998 90.000 7.107 21.223 12/22/2011 11:37:51.248 90.250 7.106 21.219 12/22/2011 11:37:51.498 90.500 7.105 21.217 12/22/2011 11:37:51.748 90.750 7.110 21.230 12/22/2011 11:37:51.998 91.000 7.106 21.219 12/22/2011 11:37:52.248 91.250 7.107 21.223 12/22/2011 11:37:52.498 91.500 7.109 21.227 12/22/2011 11:37:52.748 91.750 7.104 21.214 12/22/2011 11:37:52.998 92.000 7.105 21.216 12/22/2011 11:37:53.248 92.250 7.106 21.218 12/22/2011 11:37:53.498 92.500 7.108 21.224 12/22/2011 11:37:53.748 92.750 7.105 21.215 12/22/2011 11:37:53.998 93.000 7.108 21.224 12/22/2011 11:37:54.248 93.250 7.109 21.227 12/22/2011 11:37:54.498 93.500 7.108 21.224 12/22/2011 11:37:54.748 93.750 7.107 21.222 12/22/2011 11:37:54.998 94.000 7.107 21.222 12/22/2011 11:37:55.248 94.250 7.105 21.216 12/22/2011 11:37:55.498 94.500 7.108 21.226 12/22/2011 11:37:55.748 94.750 7.107 21.223 12/22/2011 11:37:55.998 95.000 7.108 21.225 12/22/2011 11:37:56.248 95.250 7.105 21.215 12/22/2011 11:37:56.498 95.500 7.107 21.221 12/22/2011 11:37:56.748 95.750 7.107 21.221 12/22/2011 11:37:56.998 96.000 7.106 21.218 12/22/2011 11:37:57.248 96.250 7.106 21.219 12/22/2011 11:37:57.498 96.500 7.109 21.227 12/22/2011 11:37:57.748 96.750 7.106 21.219 12/22/2011 11:37:57.998 97.000 7.109 21.229 12/22/2011 11:37:58.248 97.250 7.106 21.218 12/22/2011 11:37:58.498 97.500 7.105 21.217 12/22/2011 11:37:58.748 97.750 7.107 21.221 12/22/2011 11:37:58.998 98.000 7.109 21.228 12/22/2011 11:37:59.248 98.250 7.107 21.221 12/22/2011 11:37:59.498 98.500 7.108 21.225 12/22/2011 11:37:59.748 98.750 7.108 21.225 12/22/2011 11:37:59.998 99.000 7.106 21.219 12/22/2011 11:38:00.248 99.250 7.108 21.225 12/22/2011 11:38:00.498 99.500 7.108 21.226 12/22/2011 11:38:00.748 99.750 7.108 21.226 12/22/2011 11:38:00.998 100.000 7.108 21.224

12/22/2011 11:38:01.248 100.250 7.107 21.223 12/22/2011 11:38:01.498 100.500 7.110 21.230 12/22/2011 11:38:01.748 100.750 7.108 21.225 12/22/2011 11:38:01.998 101.000 7.108 21.225 12/22/2011 11:38:02.249 101.251 7.110 21.232 12/22/2011 11:38:02.499 101.501 7.109 21.228 12/22/2011 11:38:02.749 101.751 7.108 21.226 12/22/2011 11:38:02.999 102.001 7.109 21.229 12/22/2011 11:38:03.249 102.251 7.111 21.233 12/22/2011 11:38:03.499 102.501 7.110 21.231 12/22/2011 11:38:03.749 102.751 7.111 21.233 12/22/2011 11:38:03.999 103.001 7.108 21.225 12/22/2011 11:38:04.249 103.251 7.110 21.231 12/22/2011 11:38:04.499 103.501 7.112 21.236 12/22/2011 11:38:04.749 103.751 7.109 21.229 12/22/2011 11:38:04.999 104.001 7.109 21.228 12/22/2011 11:38:05.249 104.251 7.109 21.229 12/22/2011 11:38:05.499 104.501 7.110 21.232 12/22/2011 11:38:05.749 104.751 7.111 21.233 12/22/2011 11:38:05.999 105.001 7.109 21.228 12/22/2011 11:38:06.249 105.251 7.111 21.233 12/22/2011 11:38:06.499 105.501 7.107 21.222 12/22/2011 11:38:06.749 105.751 7.107 21.223 12/22/2011 11:38:06.999 106.001 7.110 21.232 12/22/2011 11:38:07.249 106.251 7.109 21.227 12/22/2011 11:38:07.499 106.501 7.110 21.230 12/22/2011 11:38:07.749 106.751 7.110 21.231 12/22/2011 11:38:07.998 107.000 7.109 21.229 12/22/2011 11:38:08.248 107.250 7.108 21.225 12/22/2011 11:38:08.498 107.500 7.108 21.225 12/22/2011 11:38:08.748 107.750 7.109 21.229 12/22/2011 11:38:08.998 108.000 7.108 21.224 12/22/2011 11:38:09.248 108.250 7.109 21.228 12/22/2011 11:38:09.498 108.500 7.109 21.228 12/22/2011 11:38:09.748 108.750 7.110 21.230 12/22/2011 11:38:09.998 109.000 7.107 21.223 12/22/2011 11:38:10.248 109.250 7.104 21.214 12/22/2011 11:38:10.498 109.500 7.109 21.229 12/22/2011 11:38:10.748 109.750 7.111 21.233 12/22/2011 11:38:10.998 110.000 7.108 21.226 12/22/2011 11:38:11.248 110.250 7.106 21.218 12/22/2011 11:38:11.498 110.500 7.110 21.232 12/22/2011 11:38:11.748 110.750 7.108 21.226 12/22/2011 11:38:11.998 111.000 7.108 21.224 12/22/2011 11:38:12.248 111.250 7.107 21.223 12/22/2011 11:38:12.498 111.500 7.108 21.226 12/22/2011 11:38:12.748 111.750 7.107 21.223 12/22/2011 11:38:12.999 112.001 7.110 21.232 12/22/2011 11:38:13.249 112.251 7.120 21.262 12/22/2011 11:38:13.499 112.501 7.112 21.237 12/22/2011 11:38:13.749 112.751 7.110 21.230 12/22/2011 11:38:13.999 113.001 7.107 21.222 12/22/2011 11:38:14.249 113.251 7.109 21.227 12/22/2011 11:38:14.499 113.501 7.108 21.225 12/22/2011 11:38:14.749 113.751 7.106 21.220 12/22/2011 11:38:14.999 114.001 7.106 21.220 12/22/2011 11:38:15.249 114.251 7.109 21.227 12/22/2011 11:38:15.499 114.501 7.107 21.221 12/22/2011 11:38:15.749 114.751 7.109 21.229 12/22/2011 11:38:15.999 115.001 7.112 21.237 12/22/2011 11:38:16.249 115.251 7.109 21.229 12/22/2011 11:38:16.499 115.501 7.105 21.217 12/22/2011 11:38:16.749 115.751 7.108 21.226 12/22/2011 11:38:16.999 116.001 7.109 21.229 12/22/2011 11:38:17.249 116.251 7.107 21.223 12/22/2011 11:38:17.499 116.501 7.105 21.217 12/22/2011 11:38:17.749 116.751 7.110 21.230 12/22/2011 11:38:17.999 117.001 7.107 21.223 12/22/2011 11:38:18.249 117.251 7.108 21.224 12/22/2011 11:38:18.498 117.500 7.108 21.224 12/22/2011 11:38:18.748 117.750 7.107 21.221 12/22/2011 11:38:18.998 118.000 7.104 21.214 12/22/2011 11:38:19.248 118.250 7.106 21.220 12/22/2011 11:38:19.498 118.500 7.105 21.217 12/22/2011 11:38:19.748 118.750 7.107 21.223 12/22/2011 11:38:19.998 119.000 7.108 21.226 12/22/2011 11:38:20.248 119.250 7.107 21.222 12/22/2011 11:38:20.498 119.500 7.106 21.218 12/22/2011 11:38:20.748 119.750 7.107 21.221 12/22/2011 11:38:20.998 120.000 7.105 21.217 12/22/2011 11:38:21.248 120.250 7.104 21.214

12/22/2011 11:38:21.498 120.500 7.107 21.221 12/22/2011 11:38:21.748 120.750 7.109 21.227 12/22/2011 11:38:21.998 121.000 7.106 21.218 12/22/2011 11:38:22.248 121.250 7.107 21.221 12/22/2011 11:38:22.498 121.500 7.108 21.226 12/22/2011 11:38:22.748 121.750 7.109 21.229 12/22/2011 11:38:22.998 122.000 7.109 21.228 12/22/2011 11:38:23.248 122.250 7.109 21.227 12/22/2011 11:38:23.499 122.501 7.109 21.229 12/22/2011 11:38:23.749 122.751 7.107 21.221 12/22/2011 11:38:23.999 123.001 7.104 21.213 12/22/2011 11:38:24.249 123.251 7.107 21.223 12/22/2011 11:38:24.499 123.501 7.107 21.223 12/22/2011 11:38:24.749 123.751 7.108 21.225 12/22/2011 11:38:24.999 124.001 7.108 21.226 12/22/2011 11:38:25.249 124.251 7.109 21.229 12/22/2011 11:38:25.499 124.501 7.109 21.228 12/22/2011 11:38:25.749 124.751 7.108 21.225 12/22/2011 11:38:25.999 125.001 7.109 21.227 12/22/2011 11:38:26.249 125.251 7.106 21.219 12/22/2011 11:38:26.499 125.501 7.107 21.223 12/22/2011 11:38:26.749 125.751 7.112 21.236 12/22/2011 11:38:26.999 126.001 7.109 21.227 12/22/2011 11:38:27.249 126.251 7.104 21.213 12/22/2011 11:38:27.499 126.501 7.107 21.221 12/22/2011 11:38:27.749 126.751 7.107 21.222 12/22/2011 11:38:27.999 127.001 7.105 21.217 12/22/2011 11:38:28.249 127.251 7.109 21.227 12/22/2011 11:38:28.499 127.501 7.109 21.228 12/22/2011 11:38:28.749 127.751 7.106 21.220 12/22/2011 11:38:28.999 128.001 7.107 21.221 12/22/2011 11:38:29.248 128.250 7.109 21.227 12/22/2011 11:38:29.498 128.500 7.108 21.226 12/22/2011 11:38:29.748 128.750 7.108 21.224 12/22/2011 11:38:29.998 129.000 7.106 21.219 12/22/2011 11:38:30.248 129.250 7.105 21.216 12/22/2011 11:38:30.498 129.500 7.109 21.228 12/22/2011 11:38:30.748 129.750 7.108 21.225 12/22/2011 11:38:30.998 130.000 7.106 21.218 12/22/2011 11:38:31.248 130.250 7.106 21.219 12/22/2011 11:38:31.498 130.500 7.109 21.228 12/22/2011 11:38:31.748 130.750 7.107 21.221 12/22/2011 11:38:31.998 131.000 7.111 21.234 12/22/2011 11:38:32.248 131.250 7.110 21.232 12/22/2011 11:38:32.498 131.500 7.107 21.222 12/22/2011 11:38:32.748 131.750 7.610 22.725 12/22/2011 11:38:32.998 132.000 7.483 22.344 12/22/2011 11:38:33.248 132.250 7.271 21.712 12/22/2011 11:38:33.498 132.500 7.236 21.609 12/22/2011 11:38:33.748 132.750 7.213 21.538 12/22/2011 11:38:33.998 133.000 7.191 21.473 12/22/2011 11:38:34.249 133.251 7.163 21.390 12/22/2011 11:38:34.499 133.501 7.158 21.375 12/22/2011 11:38:34.749 133.751 7.144 21.331 12/22/2011 11:38:34.999 134.001 7.138 21.315 12/22/2011 11:38:35.249 134.251 7.131 21.294 12/22/2011 11:38:35.499 134.501 7.125 21.277 12/22/2011 11:38:35.749 134.751 7.126 21.278 12/22/2011 11:38:35.999 135.001 7.123 21.270 12/22/2011 11:38:36.249 135.251 7.125 21.275 12/22/2011 11:38:36.499 135.501 7.118 21.255 12/22/2011 11:38:36.749 135.751 7.117 21.251 12/22/2011 11:38:36.999 136.001 7.112 21.237 12/22/2011 11:38:37.249 136.251 7.119 21.257 12/22/2011 11:38:37.499 136.501 7.118 21.254 12/22/2011 11:38:37.749 136.751 7.109 21.229 12/22/2011 11:38:37.999 137.001 7.115 21.246 12/22/2011 11:38:38.249 137.251 7.114 21.242 12/22/2011 11:38:38.499 137.501 7.112 21.236 12/22/2011 11:38:38.749 137.751 7.114 21.243 12/22/2011 11:38:38.999 138.001 7.110 21.231 12/22/2011 11:38:39.249 138.251 7.110 21.231 12/22/2011 11:38:39.499 138.501 7.112 21.236 12/22/2011 11:38:39.748 138.750 7.112 21.237 12/22/2011 11:38:39.998 139.000 7.109 21.228 12/22/2011 11:38:40.248 139.250 7.109 21.229 12/22/2011 11:38:40.498 139.500 7.110 21.230 12/22/2011 11:38:40.748 139.750 7.111 21.233 12/22/2011 11:38:40.998 140.000 7.111 21.235 12/22/2011 11:38:41.248 140.250 7.111 21.233 12/22/2011 11:38:41.498 140.500 7.111 21.234

12/22/2011 11:38:41.748 140.750 7.106 21.219 12/22/2011 11:38:41.998 141.000 7.108 21.225 12/22/2011 11:38:42.248 141.250 7.110 21.230 12/22/2011 11:38:42.498 141.500 7.110 21.231 12/22/2011 11:38:42.748 141.750 7.107 21.221 12/22/2011 11:38:42.998 142.000 7.109 21.228 12/22/2011 11:38:43.248 142.250 7.108 21.226 12/22/2011 11:38:43.498 142.500 7.107 21.221 12/22/2011 11:38:43.748 142.750 7.109 21.227 12/22/2011 11:38:43.998 143.000 7.109 21.228 12/22/2011 11:38:44.248 143.250 7.108 21.226 12/22/2011 11:38:44.498 143.500 7.109 21.229 12/22/2011 11:38:44.749 143.751 7.112 21.236 12/22/2011 11:38:44.999 144.001 7.106 21.218 12/22/2011 11:38:45.249 144.251 7.108 21.225 12/22/2011 11:38:45.499 144.501 7.107 21.223 12/22/2011 11:38:45.749 144.751 7.109 21.227 12/22/2011 11:38:45.999 145.001 7.108 21.225 12/22/2011 11:38:46.249 145.251 7.106 21.220 12/22/2011 11:38:46.499 145.501 7.106 21.218 12/22/2011 11:38:46.749 145.751 7.107 21.223 12/22/2011 11:38:46.999 146.001 7.107 21.223 12/22/2011 11:38:47.249 146.251 7.108 21.226 12/22/2011 11:38:47.499 146.501 7.107 21.222 12/22/2011 11:38:47.749 146.751 7.110 21.230 12/22/2011 11:38:47.999 147.001 7.110 21.232 12/22/2011 11:38:48.249 147.251 7.109 21.229 12/22/2011 11:38:48.499 147.501 7.108 21.226 12/22/2011 11:38:48.749 147.751 7.106 21.220 12/22/2011 11:38:48.999 148.001 7.107 21.221 12/22/2011 11:38:49.249 148.251 7.108 21.226 12/22/2011 11:38:49.499 148.501 7.111 21.233 12/22/2011 11:38:49.749 148.751 7.109 21.228 12/22/2011 11:38:49.999 149.001 7.109 21.228 12/22/2011 11:38:50.249 149.251 7.108 21.224 12/22/2011 11:38:50.498 149.500 7.108 21.226 12/22/2011 11:38:50.748 149.750 7.105 21.217 12/22/2011 11:38:50.998 150.000 7.106 21.220 12/22/2011 11:38:51.248 150.250 7.109 21.228 12/22/2011 11:38:51.498 150.500 7.106 21.218 12/22/2011 11:38:51.748 150.750 7.104 21.213 12/22/2011 11:38:51.998 151.000 7.107 21.223 12/22/2011 11:38:52.248 151.250 7.105 21.217 12/22/2011 11:38:52.498 151.500 7.108 21.225 12/22/2011 11:38:52.748 151.750 7.104 21.214 12/22/2011 11:38:52.998 152.000 7.108 21.224 12/22/2011 11:38:53.248 152.250 7.103 21.209 12/22/2011 11:38:53.498 152.500 7.108 21.224 12/22/2011 11:38:53.748 152.750 7.110 21.232 12/22/2011 11:38:53.998 153.000 7.106 21.220 12/22/2011 11:38:54.248 153.250 7.104 21.214 12/22/2011 11:38:54.498 153.500 7.109 21.229 12/22/2011 11:38:54.748 153.750 7.108 21.226 12/22/2011 11:38:54.998 154.000 7.108 21.226 12/22/2011 11:38:55.248 154.250 7.108 21.225 12/22/2011 11:38:55.499 154.501 7.109 21.227 12/22/2011 11:38:55.749 154.751 7.118 21.256 12/22/2011 11:38:55.999 155.001 7.109 21.228 12/22/2011 11:38:56.249 155.251 7.105 21.216 12/22/2011 11:38:56.499 155.501 7.108 21.226 12/22/2011 11:38:56.749 155.751 7.108 21.224 12/22/2011 11:38:56.999 156.001 7.106 21.220 12/22/2011 11:38:57.249 156.251 7.107 21.221 12/22/2011 11:38:57.499 156.501 7.108 21.225 12/22/2011 11:38:57.749 156.751 7.110 21.232 12/22/2011 11:38:57.999 157.001 7.108 21.225 12/22/2011 11:38:58.249 157.251 7.104 21.213 12/22/2011 11:38:58.499 157.501 7.108 21.226 12/22/2011 11:38:58.749 157.751 7.106 21.220 12/22/2011 11:38:58.999 158.001 7.108 21.224 12/22/2011 11:38:59.249 158.251 7.109 21.228 12/22/2011 11:38:59.499 158.501 7.108 21.226 12/22/2011 11:38:59.749 158.751 7.108 21.225 12/22/2011 11:38:59.999 159.001 7.104 21.214 12/22/2011 11:39:00.249 159.251 7.108 21.226 12/22/2011 11:39:00.499 159.501 7.105 21.217 12/22/2011 11:39:00.749 159.751 7.106 21.220 12/22/2011 11:39:00.998 160.000 7.104 21.213 12/22/2011 11:39:01.248 160.250 7.106 21.218 12/22/2011 11:39:01.498 160.500 7.107 21.221 12/22/2011 11:39:01.748 160.750 7.107 21.222

12/22/2011 11:39:01.998 161.000 7.108 21.226 12/22/2011 11:39:02.248 161.250 7.105 21.215 12/22/2011 11:39:02.498 161.500 7.111 21.234 12/22/2011 11:39:02.748 161.750 7.106 21.218 12/22/2011 11:39:02.998 162.000 7.108 21.226 12/22/2011 11:39:03.248 162.250 7.107 21.221 12/22/2011 11:39:03.498 162.500 7.108 21.224 12/22/2011 11:39:03.748 162.750 7.108 21.224 12/22/2011 11:39:03.998 163.000 7.104 21.212 12/22/2011 11:39:04.248 163.250 7.108 21.224 12/22/2011 11:39:04.498 163.500 7.106 21.218 12/22/2011 11:39:04.748 163.750 7.110 21.232 12/22/2011 11:39:04.998 164.000 7.109 21.228 12/22/2011 11:39:05.248 164.250 7.107 21.223 12/22/2011 11:39:05.498 164.500 7.105 21.216 12/22/2011 11:39:05.748 164.750 7.106 21.219 12/22/2011 11:39:05.999 165.001 7.107 21.222 12/22/2011 11:39:06.249 165.251 7.109 21.228 12/22/2011 11:39:06.499 165.501 7.107 21.223 12/22/2011 11:39:06.749 165.751 7.105 21.216 12/22/2011 11:39:06.999 166.001 7.110 21.232 12/22/2011 11:39:07.249 166.251 7.107 21.223 12/22/2011 11:39:07.499 166.501 7.108 21.226 12/22/2011 11:39:07.749 166.751 7.107 21.223 12/22/2011 11:39:07.999 167.001 7.109 21.228 12/22/2011 11:39:08.249 167.251 7.108 21.225 12/22/2011 11:39:08.499 167.501 7.107 21.222 12/22/2011 11:39:08.749 167.751 7.106 21.219 12/22/2011 11:39:08.999 168.001 7.108 21.224 12/22/2011 11:39:09.249 168.251 7.109 21.229 12/22/2011 11:39:09.499 168.501 7.107 21.222 12/22/2011 11:39:09.749 168.751 7.108 21.224 12/22/2011 11:39:09.999 169.001 7.105 21.216 12/22/2011 11:39:10.249 169.251 7.110 21.232 12/22/2011 11:39:10.499 169.501 7.107 21.222 12/22/2011 11:39:10.749 169.751 7.109 21.229 12/22/2011 11:39:10.999 170.001 7.109 21.229 12/22/2011 11:39:11.249 170.251 7.107 21.223 12/22/2011 11:39:11.499 170.501 7.107 21.222 12/22/2011 11:39:11.748 170.750 7.106 21.220 12/22/2011 11:39:11.998 171.000 7.109 21.228 12/22/2011 11:39:12.248 171.250 7.105 21.217 12/22/2011 11:39:12.498 171.500 7.108 21.224 12/22/2011 11:39:12.748 171.750 7.108 21.225 12/22/2011 11:39:12.998 172.000 7.105 21.217 12/22/2011 11:39:13.248 172.250 7.107 21.222 12/22/2011 11:39:13.498 172.500 7.106 21.219 12/22/2011 11:39:13.748 172.750 7.109 21.227 12/22/2011 11:39:13.998 173.000 7.107 21.222 12/22/2011 11:39:14.248 173.250 7.106 21.220 12/22/2011 11:39:14.498 173.500 7.105 21.217 12/22/2011 11:39:14.748 173.750 7.108 21.224 12/22/2011 11:39:14.998 174.000 7.108 21.225 12/22/2011 11:39:15.248 174.250 7.104 21.212 12/22/2011 11:39:15.498 174.500 7.106 21.220 12/22/2011 11:39:15.748 174.750 7.106 21.218 12/22/2011 11:39:15.998 175.000 7.105 21.215 12/22/2011 11:39:16.248 175.250 7.107 21.221 12/22/2011 11:39:16.498 175.500 7.107 21.222 12/22/2011 11:39:16.749 175.751 7.105 21.217 12/22/2011 11:39:16.999 176.001 7.121 21.264 12/22/2011 11:39:17.249 176.251 7.108 21.225 12/22/2011 11:39:17.499 176.501 7.108 21.225 12/22/2011 11:39:17.749 176.751 7.108 21.225 12/22/2011 11:39:17.999 177.001 7.109 21.229 12/22/2011 11:39:18.249 177.251 7.110 21.231 12/22/2011 11:39:18.499 177.501 7.108 21.224 12/22/2011 11:39:18.749 177.751 7.109 21.227 12/22/2011 11:39:18.999 178.001 7.107 21.222 12/22/2011 11:39:19.249 178.251 7.109 21.227 12/22/2011 11:39:19.499 178.501 7.106 21.220 12/22/2011 11:39:19.749 178.751 7.109 21.227 12/22/2011 11:39:19.999 179.001 7.106 21.218 12/22/2011 11:39:20.249 179.251 7.100 21.202 12/22/2011 11:39:20.499 179.501 7.105 21.215 12/22/2011 11:39:20.749 179.751 7.104 21.214 12/22/2011 11:39:20.999 180.001 7.103 21.210 12/22/2011 11:39:21.249 180.251 7.107 21.222 12/22/2011 11:39:21.499 180.501 7.107 21.223 12/22/2011 11:39:21.749 180.751 7.106 21.219 12/22/2011 11:39:21.999 181.001 7.103 21.210

12/22/2011 11:39:22.248 181.250 7.108 21.225 12/22/2011 11:39:22.498 181.500 7.109 21.229 12/22/2011 11:39:22.748 181.750 7.107 21.221 12/22/2011 11:39:22.998 182.000 7.105 21.217 12/22/2011 11:39:23.248 182.250 7.108 21.224 12/22/2011 11:39:23.498 182.500 7.106 21.218 12/22/2011 11:39:23.748 182.750 7.106 21.218 12/22/2011 11:39:23.998 183.000 7.105 21.217 12/22/2011 11:39:24.248 183.250 7.104 21.212 12/22/2011 11:39:24.498 183.500 7.105 21.217 12/22/2011 11:39:24.748 183.750 7.102 21.208 12/22/2011 11:39:24.998 184.000 7.105 21.217 12/22/2011 11:39:25.248 184.250 7.101 21.204 12/22/2011 11:39:25.498 184.500 7.103 21.210 12/22/2011 11:39:25.748 184.750 7.104 21.213 12/22/2011 11:39:25.998 185.000 7.105 21.216 12/22/2011 11:39:26.248 185.250 7.104 21.213 12/22/2011 11:39:26.498 185.500 7.105 21.216 12/22/2011 11:39:26.748 185.750 7.107 21.221 12/22/2011 11:39:26.998 186.000 7.104 21.214 12/22/2011 11:39:27.249 186.251 7.106 21.220 12/22/2011 11:39:27.499 186.501 7.106 21.220 12/22/2011 11:39:27.749 186.751 7.106 21.219 12/22/2011 11:39:27.999 187.001 7.107 21.223 12/22/2011 11:39:28.249 187.251 7.106 21.219 12/22/2011 11:39:28.499 187.501 7.106 21.218 12/22/2011 11:39:28.749 187.751 7.105 21.215 12/22/2011 11:39:28.999 188.001 7.105 21.217 12/22/2011 11:39:29.249 188.251 7.104 21.212 12/22/2011 11:39:29.499 188.501 7.104 21.213 12/22/2011 11:39:29.749 188.751 7.105 21.215 12/22/2011 11:39:29.999 189.001 7.104 21.212 12/22/2011 11:39:30.249 189.251 7.102 21.209 12/22/2011 11:39:30.499 189.501 7.102 21.208 12/22/2011 11:39:30.749 189.751 7.102 21.206 12/22/2011 11:39:30.999 190.001 7.105 21.215 12/22/2011 11:39:31.249 190.251 7.104 21.212 12/22/2011 11:39:31.499 190.501 7.106 21.219 12/22/2011 11:39:31.749 190.751 7.104 21.213 12/22/2011 11:39:31.999 191.001 7.107 21.221 12/22/2011 11:39:32.249 191.251 7.106 21.218 12/22/2011 11:39:32.499 191.501 7.105 21.215 12/22/2011 11:39:32.749 191.751 7.104 21.212 12/22/2011 11:39:32.998 192.000 7.101 21.205 12/22/2011 11:39:33.248 192.250 7.102 21.207 12/22/2011 11:39:33.498 192.500 7.104 21.213 12/22/2011 11:39:33.748 192.750 7.105 21.217 12/22/2011 11:39:33.998 193.000 7.104 21.212 12/22/2011 11:39:34.248 193.250 7.105 21.217 12/22/2011 11:39:34.498 193.500 7.106 21.220 12/22/2011 11:39:34.748 193.750 7.106 21.218 12/22/2011 11:39:34.998 194.000 7.105 21.217 12/22/2011 11:39:35.248 194.250 7.102 21.206 12/22/2011 11:39:35.498 194.500 7.104 21.212 12/22/2011 11:39:35.748 194.750 7.102 21.207 12/22/2011 11:39:35.998 195.000 6.962 20.789 12/22/2011 11:39:36.248 195.250 6.918 20.658 12/22/2011 11:39:36.498 195.500 6.891 20.577 12/22/2011 11:39:36.748 195.750 6.947 20.746 12/22/2011 11:39:36.998 196.000 7.014 20.946 12/22/2011 11:39:37.248 196.250 7.172 21.416 12/22/2011 11:39:37.498 196.500 7.047 21.043 12/22/2011 11:39:37.748 196.750 6.857 20.474 12/22/2011 11:39:37.999 197.001 6.899 20.602 12/22/2011 11:39:38.249 197.251 6.970 20.813 12/22/2011 11:39:38.499 197.501 7.001 20.907 12/22/2011 11:39:38.749 197.751 7.029 20.990 12/22/2011 11:39:38.999 198.001 7.045 21.037 12/22/2011 11:39:39.249 198.251 7.057 21.071 12/22/2011 11:39:39.499 198.501 7.068 21.105 12/22/2011 11:39:39.749 198.751 7.074 21.124 12/22/2011 11:39:39.999 199.001 7.079 21.138 12/22/2011 11:39:40.249 199.251 7.082 21.148 12/22/2011 11:39:40.499 199.501 7.083 21.152 12/22/2011 11:39:40.749 199.751 7.088 21.165 12/22/2011 11:39:40.999 200.001 7.089 21.167 12/22/2011 11:39:41.249 200.251 7.093 21.180 12/22/2011 11:39:41.499 200.501 7.094 21.184 12/22/2011 11:39:41.749 200.751 7.098 21.195 12/22/2011 11:39:41.999 201.001 7.097 21.191 12/22/2011 11:39:42.249 201.251 7.094 21.184

12/22/2011 11:39:42.499 201.501 7.096 21.189 12/22/2011 11:39:42.749 201.751 7.098 21.196 12/22/2011 11:39:42.999 202.001 7.097 21.193 12/22/2011 11:39:43.249 202.251 7.098 21.195 12/22/2011 11:39:43.498 202.500 7.100 21.200 12/22/2011 11:39:43.748 202.750 7.101 21.203 12/22/2011 11:39:43.998 203.000 7.097 21.191 12/22/2011 11:39:44.248 203.250 7.101 21.204 12/22/2011 11:39:44.498 203.500 7.100 21.202 12/22/2011 11:39:44.748 203.750 7.102 21.206 12/22/2011 11:39:44.998 204.000 7.101 21.205 12/22/2011 11:39:45.248 204.250 7.102 21.209 12/22/2011 11:39:45.498 204.500 7.102 21.206 12/22/2011 11:39:45.748 204.750 7.100 21.201 12/22/2011 11:39:45.998 205.000 7.103 21.211 12/22/2011 11:39:46.248 205.250 7.099 21.198 12/22/2011 11:39:46.498 205.500 7.103 21.211 12/22/2011 11:39:46.748 205.750 7.099 21.197 12/22/2011 11:39:46.998 206.000 7.100 21.200 12/22/2011 11:39:47.248 206.250 7.103 21.209 12/22/2011 11:39:47.498 206.500 7.100 21.202 12/22/2011 11:39:47.748 206.750 7.102 21.208 12/22/2011 11:39:47.998 207.000 7.096 21.189 12/22/2011 11:39:48.249 207.251 7.100 21.201 12/22/2011 11:39:48.499 207.501 7.102 21.206 12/22/2011 11:39:48.749 207.751 7.104 21.212 12/22/2011 11:39:48.999 208.001 7.101 21.203 12/22/2011 11:39:49.249 208.251 7.103 21.209 12/22/2011 11:39:49.499 208.501 7.102 21.206 12/22/2011 11:39:49.749 208.751 7.100 21.201 12/22/2011 11:39:49.999 209.001 7.103 21.210 12/22/2011 11:39:50.249 209.251 7.103 21.209 12/22/2011 11:39:50.499 209.501 7.104 21.213 12/22/2011 11:39:50.749 209.751 7.102 21.207 12/22/2011 11:39:50.999 210.001 7.098 21.196 12/22/2011 11:39:51.249 210.251 7.101 21.205 12/22/2011 11:39:51.499 210.501 7.101 21.205 12/22/2011 11:39:51.752 210.754 7.098 21.194 12/22/2011 11:39:51.999 211.001 7.102 21.207 12/22/2011 11:39:52.249 211.251 7.103 21.210 12/22/2011 11:39:52.499 211.501 7.099 21.199 12/22/2011 11:39:52.749 211.751 7.102 21.206 12/22/2011 11:39:52.999 212.001 7.103 21.211 12/22/2011 11:39:53.249 212.251 7.103 21.209 12/22/2011 11:39:53.499 212.501 7.104 21.213 12/22/2011 11:39:53.749 212.751 7.101 21.203 12/22/2011 11:39:53.999 213.001 7.104 21.213 12/22/2011 11:39:54.249 213.251 7.105 21.215 12/22/2011 11:39:54.499 213.501 7.103 21.211 12/22/2011 11:39:54.749 213.751 7.102 21.208 12/22/2011 11:39:54.999 214.001 7.104 21.212 12/22/2011 11:39:55.249 214.251 7.099 21.199 12/22/2011 11:39:55.499 214.501 7.103 21.209 12/22/2011 11:39:55.749 214.751 7.102 21.206 12/22/2011 11:39:55.999 215.001 7.103 21.211 12/22/2011 11:39:56.249 215.251 7.104 21.213 12/22/2011 11:39:56.499 215.501 7.102 21.207 12/22/2011 11:39:56.749 215.751 7.102 21.207 12/22/2011 11:39:56.999 216.001 7.104 21.212 12/22/2011 11:39:57.248 216.250 7.104 21.213 12/22/2011 11:39:57.498 216.500 7.105 21.215 12/22/2011 11:39:57.748 216.750 7.102 21.208 12/22/2011 11:39:57.998 217.000 7.103 21.210 12/22/2011 11:39:58.248 217.250 7.100 21.201 12/22/2011 11:39:58.498 217.500 7.101 21.203 12/22/2011 11:39:58.748 217.750 7.099 21.199 12/22/2011 11:39:58.998 218.000 7.101 21.205 12/22/2011 11:39:59.248 218.250 7.101 21.203 12/22/2011 11:39:59.498 218.500 7.107 21.221

SM-GW2A Report Date: 1/10/2012 14:35:52 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe Application Version: 5.6.21.0 Log File Properties:

File Name: MW-2.wsl Create Date: 12/22/2011 12:54:28 Device Properties:

Device: Level TROLL 700 Site: Shine MW-3 Device Name:

Serial Number: 135443 Firmware Version: 2.07 Hardware Version: 3 Device Address: 1 Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)

Used Memory(%): 93 Used Battery(%): 20 Log Configuration Log Name: Actually MW-2 Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe Application Version: 5.6.21.0 Create Date: 12/22/2011 12:43:23 Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096 Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 5.68222 (ft)

Head Pressure: 16.9675 (kPa)

Temperature: 9.7001 (C)

Log Notes:

Date and Time Note 12/22/2011 12:43:28 Sensor SN: 135443 Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 12:43:29 Used Battery: 20% Used Memory: 95% User Name: SHeuer 12/22/2011 12:44:24 Manual Start Command 12/22/2011 12:53:40 Used Battery: 20% Used Memory: 95% User Name: SHeuer 12/22/2011 12:53:41 Manual Stop Command Log Data:

Record Count: 2230 Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)

Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft Sensor: Pres(G) 69ft Elapsed Time SN#: 135443 SN#: 135443 Date and Time Seconds Depth (ft) Pressure (kPa) 12/22/2011 12:44:24.505 0.000 5.696 17.008 12/22/2011 12:44:24.755 0.250 5.693 17.001 12/22/2011 12:44:25.217 0.712 5.693 16.999 12/22/2011 12:44:25.438 0.933 5.695 17.007 12/22/2011 12:44:25.657 1.152 5.693 17.001

12/22/2011 12:44:25.881 1.376 5.691 16.993 12/22/2011 12:44:26.099 1.594 5.691 16.992 12/22/2011 12:44:26.318 1.813 5.692 16.997 12/22/2011 12:44:26.537 2.032 5.689 16.988 12/22/2011 12:44:26.756 2.251 5.691 16.995 12/22/2011 12:44:27.005 2.500 5.690 16.991 12/22/2011 12:44:27.255 2.750 5.688 16.984 12/22/2011 12:44:27.505 3.000 5.688 16.985 12/22/2011 12:44:27.755 3.250 5.691 16.993 12/22/2011 12:44:28.005 3.500 5.690 16.990 12/22/2011 12:44:28.255 3.750 5.688 16.985 12/22/2011 12:44:28.505 4.000 5.689 16.986 12/22/2011 12:44:28.755 4.250 5.691 16.995 12/22/2011 12:44:29.005 4.500 5.686 16.980 12/22/2011 12:44:29.255 4.750 5.687 16.982 12/22/2011 12:44:29.505 5.000 5.691 16.993 12/22/2011 12:44:29.755 5.250 5.695 17.005 12/22/2011 12:44:30.005 5.500 6.539 19.525 12/22/2011 12:44:30.255 5.750 5.971 17.830 12/22/2011 12:44:30.505 6.000 5.802 17.324 12/22/2011 12:44:30.755 6.250 5.754 17.182 12/22/2011 12:44:31.005 6.500 5.754 17.183 12/22/2011 12:44:31.255 6.750 5.744 17.153 12/22/2011 12:44:31.505 7.000 5.736 17.128 12/22/2011 12:44:31.755 7.250 5.721 17.085 12/22/2011 12:44:32.005 7.500 5.714 17.062 12/22/2011 12:44:32.255 7.750 5.701 17.024 12/22/2011 12:44:32.505 8.000 5.703 17.029 12/22/2011 12:44:32.755 8.250 5.700 17.021 12/22/2011 12:44:33.005 8.500 5.695 17.006 12/22/2011 12:44:33.255 8.750 5.697 17.011 12/22/2011 12:44:33.505 9.000 5.694 17.004 12/22/2011 12:44:33.755 9.250 5.692 16.996 12/22/2011 12:44:34.009 9.504 5.689 16.988 12/22/2011 12:44:34.255 9.750 5.692 16.997 12/22/2011 12:44:34.505 10.000 5.690 16.991 12/22/2011 12:44:34.755 10.250 5.689 16.989 12/22/2011 12:44:35.005 10.500 5.689 16.988 12/22/2011 12:44:35.255 10.750 5.692 16.996 12/22/2011 12:44:35.505 11.000 5.690 16.992 12/22/2011 12:44:35.755 11.250 5.686 16.980 12/22/2011 12:44:36.005 11.500 5.690 16.990 12/22/2011 12:44:36.255 11.750 5.690 16.990 12/22/2011 12:44:36.505 12.000 5.690 16.991 12/22/2011 12:44:36.755 12.250 5.692 16.996 12/22/2011 12:44:37.005 12.500 5.688 16.984 12/22/2011 12:44:37.255 12.750 5.689 16.989 12/22/2011 12:44:37.505 13.000 5.688 16.985 12/22/2011 12:44:37.755 13.250 5.689 16.987 12/22/2011 12:44:38.005 13.500 5.691 16.994 12/22/2011 12:44:38.255 13.750 5.689 16.988 12/22/2011 12:44:38.505 14.000 5.690 16.990 12/22/2011 12:44:38.755 14.250 5.688 16.985 12/22/2011 12:44:39.005 14.500 5.691 16.993 12/22/2011 12:44:39.255 14.750 5.687 16.983 12/22/2011 12:44:39.505 15.000 5.686 16.979 12/22/2011 12:44:39.755 15.250 5.690 16.992 12/22/2011 12:44:40.005 15.500 5.688 16.984 12/22/2011 12:44:40.255 15.750 5.690 16.991 12/22/2011 12:44:40.505 16.000 5.692 16.996 12/22/2011 12:44:40.755 16.250 5.690 16.991 12/22/2011 12:44:41.005 16.500 5.690 16.990 12/22/2011 12:44:41.255 16.750 5.688 16.984 12/22/2011 12:44:41.505 17.000 5.687 16.983 12/22/2011 12:44:41.755 17.250 5.686 16.980 12/22/2011 12:44:42.005 17.500 5.688 16.985 12/22/2011 12:44:42.255 17.750 5.689 16.987 12/22/2011 12:44:42.505 18.000 5.686 16.977 12/22/2011 12:44:42.755 18.250 5.686 16.978 12/22/2011 12:44:43.005 18.500 5.690 16.991 12/22/2011 12:44:43.255 18.750 5.690 16.990 12/22/2011 12:44:43.505 19.000 5.685 16.976 12/22/2011 12:44:43.755 19.250 5.691 16.992 12/22/2011 12:44:44.005 19.500 5.691 16.992 12/22/2011 12:44:44.255 19.750 5.690 16.992 12/22/2011 12:44:44.505 20.000 5.695 17.006 12/22/2011 12:44:44.755 20.250 5.689 16.989 12/22/2011 12:44:45.005 20.500 5.688 16.986 12/22/2011 12:44:45.255 20.750 5.687 16.982 12/22/2011 12:44:45.505 21.000 5.688 16.984 12/22/2011 12:44:45.755 21.250 5.687 16.981

12/22/2011 12:44:46.005 21.500 5.688 16.985 12/22/2011 12:44:46.255 21.750 5.689 16.987 12/22/2011 12:44:46.505 22.000 5.692 16.996 12/22/2011 12:44:46.755 22.250 5.688 16.986 12/22/2011 12:44:47.005 22.500 5.688 16.984 12/22/2011 12:44:47.255 22.750 5.689 16.987 12/22/2011 12:44:47.505 23.000 5.687 16.980 12/22/2011 12:44:47.755 23.250 5.688 16.986 12/22/2011 12:44:48.005 23.500 5.685 16.977 12/22/2011 12:44:48.255 23.750 5.689 16.988 12/22/2011 12:44:48.505 24.000 5.686 16.980 12/22/2011 12:44:48.755 24.250 5.689 16.989 12/22/2011 12:44:49.005 24.500 5.689 16.987 12/22/2011 12:44:49.255 24.750 5.685 16.977 12/22/2011 12:44:49.505 25.000 5.689 16.989 12/22/2011 12:44:49.755 25.250 5.692 16.998 12/22/2011 12:44:50.005 25.500 5.687 16.983 12/22/2011 12:44:50.255 25.750 5.687 16.980 12/22/2011 12:44:50.505 26.000 5.686 16.979 12/22/2011 12:44:50.755 26.250 5.688 16.984 12/22/2011 12:44:51.005 26.500 5.685 16.976 12/22/2011 12:44:51.255 26.750 5.688 16.986 12/22/2011 12:44:51.505 27.000 5.685 16.975 12/22/2011 12:44:51.755 27.250 5.688 16.985 12/22/2011 12:44:52.005 27.500 5.688 16.986 12/22/2011 12:44:52.255 27.750 5.688 16.985 12/22/2011 12:44:52.505 28.000 5.687 16.982 12/22/2011 12:44:52.755 28.250 5.687 16.981 12/22/2011 12:44:53.005 28.500 5.686 16.978 12/22/2011 12:44:53.255 28.750 5.683 16.969 12/22/2011 12:44:53.505 29.000 5.684 16.973 12/22/2011 12:44:53.755 29.250 5.685 16.974 12/22/2011 12:44:54.005 29.500 5.689 16.989 12/22/2011 12:44:54.255 29.750 5.686 16.978 12/22/2011 12:44:54.505 30.000 5.687 16.982 12/22/2011 12:44:54.755 30.250 5.684 16.973 12/22/2011 12:44:55.005 30.500 5.685 16.977 12/22/2011 12:44:55.255 30.750 5.689 16.989 12/22/2011 12:44:55.505 31.000 5.690 16.990 12/22/2011 12:44:55.755 31.250 5.688 16.984 12/22/2011 12:44:56.005 31.500 5.690 16.990 12/22/2011 12:44:56.255 31.750 5.687 16.983 12/22/2011 12:44:56.505 32.000 5.686 16.978 12/22/2011 12:44:56.755 32.250 5.685 16.975 12/22/2011 12:44:57.005 32.500 5.684 16.972 12/22/2011 12:44:57.255 32.750 5.682 16.967 12/22/2011 12:44:57.505 33.000 5.686 16.979 12/22/2011 12:44:57.755 33.250 5.688 16.984 12/22/2011 12:44:58.005 33.500 5.683 16.970 12/22/2011 12:44:58.255 33.750 5.691 16.994 12/22/2011 12:44:58.505 34.000 5.689 16.987 12/22/2011 12:44:58.755 34.250 5.689 16.988 12/22/2011 12:44:59.005 34.500 5.689 16.988 12/22/2011 12:44:59.255 34.750 5.691 16.993 12/22/2011 12:44:59.505 35.000 5.687 16.981 12/22/2011 12:44:59.755 35.250 5.685 16.975 12/22/2011 12:45:00.005 35.500 5.688 16.985 12/22/2011 12:45:00.255 35.750 5.684 16.972 12/22/2011 12:45:00.505 36.000 5.686 16.978 12/22/2011 12:45:00.755 36.250 5.687 16.980 12/22/2011 12:45:01.005 36.500 5.685 16.977 12/22/2011 12:45:01.255 36.750 5.684 16.973 12/22/2011 12:45:01.505 37.000 5.685 16.975 12/22/2011 12:45:01.755 37.250 5.686 16.980 12/22/2011 12:45:02.005 37.500 5.683 16.971 12/22/2011 12:45:02.255 37.750 5.685 16.976 12/22/2011 12:45:02.505 38.000 5.683 16.971 12/22/2011 12:45:02.755 38.250 5.686 16.978 12/22/2011 12:45:03.005 38.500 5.689 16.987 12/22/2011 12:45:03.255 38.750 5.687 16.983 12/22/2011 12:45:03.505 39.000 5.686 16.980 12/22/2011 12:45:03.755 39.250 5.686 16.980 12/22/2011 12:45:04.005 39.500 5.684 16.972 12/22/2011 12:45:04.255 39.750 5.686 16.978 12/22/2011 12:45:04.505 40.000 5.688 16.984 12/22/2011 12:45:04.755 40.250 5.688 16.986 12/22/2011 12:45:05.005 40.500 5.686 16.979 12/22/2011 12:45:05.255 40.750 5.686 16.979 12/22/2011 12:45:05.505 41.000 5.686 16.979 12/22/2011 12:45:05.755 41.250 5.691 16.992 12/22/2011 12:45:06.005 41.500 5.690 16.990

12/22/2011 12:45:06.255 41.750 5.688 16.984 12/22/2011 12:45:06.505 42.000 5.688 16.986 12/22/2011 12:45:06.755 42.250 5.690 16.992 12/22/2011 12:45:07.005 42.500 5.691 16.994 12/22/2011 12:45:07.255 42.750 5.691 16.993 12/22/2011 12:45:07.505 43.000 5.686 16.978 12/22/2011 12:45:07.755 43.250 5.688 16.985 12/22/2011 12:45:08.005 43.500 5.681 16.964 12/22/2011 12:45:08.255 43.750 5.686 16.978 12/22/2011 12:45:08.505 44.000 5.690 16.990 12/22/2011 12:45:08.755 44.250 5.686 16.979 12/22/2011 12:45:09.005 44.500 5.690 16.990 12/22/2011 12:45:09.255 44.750 5.687 16.983 12/22/2011 12:45:09.505 45.000 5.686 16.979 12/22/2011 12:45:09.755 45.250 5.686 16.980 12/22/2011 12:45:10.005 45.500 5.686 16.980 12/22/2011 12:45:10.255 45.750 5.687 16.981 12/22/2011 12:45:10.505 46.000 5.684 16.972 12/22/2011 12:45:10.755 46.250 5.685 16.977 12/22/2011 12:45:11.005 46.500 5.685 16.975 12/22/2011 12:45:11.255 46.750 5.686 16.980 12/22/2011 12:45:11.505 47.000 5.690 16.989 12/22/2011 12:45:11.755 47.250 5.691 16.993 12/22/2011 12:45:12.005 47.500 5.690 16.991 12/22/2011 12:45:12.255 47.750 5.689 16.987 12/22/2011 12:45:12.505 48.000 5.687 16.983 12/22/2011 12:45:12.755 48.250 5.685 16.975 12/22/2011 12:45:13.005 48.500 5.685 16.976 12/22/2011 12:45:13.255 48.750 5.685 16.976 12/22/2011 12:45:13.505 49.000 5.686 16.978 12/22/2011 12:45:13.755 49.250 5.685 16.975 12/22/2011 12:45:14.005 49.500 5.687 16.982 12/22/2011 12:45:14.255 49.750 5.684 16.973 12/22/2011 12:45:14.505 50.000 5.688 16.984 12/22/2011 12:45:14.755 50.250 5.686 16.978 12/22/2011 12:45:15.005 50.500 5.687 16.982 12/22/2011 12:45:15.255 50.750 5.686 16.980 12/22/2011 12:45:15.505 51.000 5.689 16.987 12/22/2011 12:45:15.755 51.250 5.690 16.990 12/22/2011 12:45:16.005 51.500 5.691 16.995 12/22/2011 12:45:16.255 51.750 5.685 16.976 12/22/2011 12:45:16.515 52.010 5.686 16.978 12/22/2011 12:45:16.755 52.250 5.687 16.982 12/22/2011 12:45:17.005 52.500 5.686 16.979 12/22/2011 12:45:17.255 52.750 5.689 16.989 12/22/2011 12:45:17.505 53.000 5.688 16.985 12/22/2011 12:45:17.755 53.250 5.688 16.985 12/22/2011 12:45:18.005 53.500 5.687 16.981 12/22/2011 12:45:18.255 53.750 5.688 16.984 12/22/2011 12:45:18.505 54.000 5.686 16.979 12/22/2011 12:45:18.755 54.250 5.684 16.974 12/22/2011 12:45:19.005 54.500 5.688 16.986 12/22/2011 12:45:19.255 54.750 5.688 16.983 12/22/2011 12:45:19.505 55.000 5.691 16.992 12/22/2011 12:45:19.755 55.250 5.685 16.974 12/22/2011 12:45:20.005 55.500 5.687 16.981 12/22/2011 12:45:20.255 55.750 5.686 16.979 12/22/2011 12:45:20.505 56.000 5.686 16.980 12/22/2011 12:45:20.755 56.250 5.689 16.989 12/22/2011 12:45:21.005 56.500 5.686 16.980 12/22/2011 12:45:21.255 56.750 5.683 16.970 12/22/2011 12:45:21.505 57.000 5.685 16.975 12/22/2011 12:45:21.755 57.250 5.687 16.981 12/22/2011 12:45:22.005 57.500 5.685 16.975 12/22/2011 12:45:22.255 57.750 5.688 16.986 12/22/2011 12:45:22.505 58.000 5.686 16.978 12/22/2011 12:45:22.755 58.250 5.684 16.974 12/22/2011 12:45:23.005 58.500 5.684 16.972 12/22/2011 12:45:23.255 58.750 5.685 16.975 12/22/2011 12:45:23.505 59.000 5.686 16.979 12/22/2011 12:45:23.755 59.250 5.688 16.985 12/22/2011 12:45:24.005 59.500 5.687 16.981 12/22/2011 12:45:24.255 59.750 5.685 16.975 12/22/2011 12:45:24.505 60.000 5.690 16.989 12/22/2011 12:45:24.755 60.250 5.688 16.986 12/22/2011 12:45:25.005 60.500 5.688 16.985 12/22/2011 12:45:25.255 60.750 5.686 16.979 12/22/2011 12:45:25.505 61.000 5.690 16.992 12/22/2011 12:45:25.755 61.250 5.688 16.984 12/22/2011 12:45:26.005 61.500 5.686 16.980 12/22/2011 12:45:26.255 61.750 5.684 16.972

12/22/2011 12:45:26.505 62.000 5.686 16.980 12/22/2011 12:45:26.755 62.250 5.689 16.987 12/22/2011 12:45:27.005 62.500 5.691 16.994 12/22/2011 12:45:27.255 62.750 5.692 16.997 12/22/2011 12:45:27.505 63.000 5.689 16.989 12/22/2011 12:45:27.755 63.250 5.688 16.986 12/22/2011 12:45:28.005 63.500 5.685 16.976 12/22/2011 12:45:28.255 63.750 5.685 16.975 12/22/2011 12:45:28.505 64.000 5.687 16.981 12/22/2011 12:45:28.755 64.250 5.684 16.972 12/22/2011 12:45:29.005 64.500 5.681 16.965 12/22/2011 12:45:29.255 64.750 5.690 16.991 12/22/2011 12:45:29.505 65.000 5.688 16.983 12/22/2011 12:45:29.755 65.250 5.689 16.987 12/22/2011 12:45:30.005 65.500 5.689 16.987 12/22/2011 12:45:30.255 65.750 5.687 16.981 12/22/2011 12:45:30.505 66.000 5.687 16.981 12/22/2011 12:45:30.755 66.250 5.689 16.986 12/22/2011 12:45:31.005 66.500 5.689 16.987 12/22/2011 12:45:31.255 66.750 5.683 16.971 12/22/2011 12:45:31.505 67.000 5.685 16.975 12/22/2011 12:45:31.755 67.250 5.686 16.979 12/22/2011 12:45:32.005 67.500 5.687 16.981 12/22/2011 12:45:32.255 67.750 5.686 16.980 12/22/2011 12:45:32.505 68.000 5.687 16.980 12/22/2011 12:45:32.755 68.250 5.686 16.977 12/22/2011 12:45:33.005 68.500 5.688 16.986 12/22/2011 12:45:33.255 68.750 5.688 16.986 12/22/2011 12:45:33.505 69.000 5.687 16.982 12/22/2011 12:45:33.755 69.250 5.685 16.977 12/22/2011 12:45:34.005 69.500 5.687 16.982 12/22/2011 12:45:34.255 69.750 5.686 16.980 12/22/2011 12:45:34.505 70.000 5.688 16.984 12/22/2011 12:45:34.755 70.250 5.686 16.979 12/22/2011 12:45:35.005 70.500 5.687 16.982 12/22/2011 12:45:35.255 70.750 5.688 16.986 12/22/2011 12:45:35.505 71.000 5.687 16.982 12/22/2011 12:45:35.755 71.250 5.689 16.989 12/22/2011 12:45:36.005 71.500 5.688 16.984 12/22/2011 12:45:36.255 71.750 5.689 16.987 12/22/2011 12:45:36.505 72.000 5.687 16.980 12/22/2011 12:45:36.755 72.250 5.688 16.986 12/22/2011 12:45:37.005 72.500 5.688 16.985 12/22/2011 12:45:37.255 72.750 5.687 16.982 12/22/2011 12:45:37.505 73.000 5.689 16.989 12/22/2011 12:45:37.760 73.255 5.687 16.982 12/22/2011 12:45:38.005 73.500 5.683 16.971 12/22/2011 12:45:38.255 73.750 5.509 16.450 12/22/2011 12:45:38.505 74.000 5.284 15.777 12/22/2011 12:45:38.755 74.250 5.612 16.757 12/22/2011 12:45:39.005 74.500 5.524 16.494 12/22/2011 12:45:39.255 74.750 5.786 17.278 12/22/2011 12:45:39.505 75.000 5.595 16.707 12/22/2011 12:45:39.755 75.250 5.505 16.440 12/22/2011 12:45:40.005 75.500 5.479 16.362 12/22/2011 12:45:40.255 75.750 5.538 16.536 12/22/2011 12:45:40.505 76.000 5.575 16.647 12/22/2011 12:45:40.755 76.250 5.599 16.720 12/22/2011 12:45:41.005 76.500 5.615 16.768 12/22/2011 12:45:41.255 76.750 5.629 16.809 12/22/2011 12:45:41.505 77.000 5.643 16.851 12/22/2011 12:45:41.755 77.250 5.651 16.876 12/22/2011 12:45:42.005 77.500 5.661 16.903 12/22/2011 12:45:42.255 77.750 5.665 16.916 12/22/2011 12:45:42.505 78.000 5.666 16.919 12/22/2011 12:45:42.755 78.250 5.670 16.932 12/22/2011 12:45:43.005 78.500 5.670 16.932 12/22/2011 12:45:43.255 78.750 5.673 16.940 12/22/2011 12:45:43.505 79.000 5.670 16.932 12/22/2011 12:45:43.755 79.250 5.672 16.936 12/22/2011 12:45:44.005 79.500 5.670 16.932 12/22/2011 12:45:44.255 79.750 5.676 16.949 12/22/2011 12:45:44.505 80.000 5.673 16.939 12/22/2011 12:45:44.755 80.250 5.677 16.951 12/22/2011 12:45:45.005 80.500 5.656 16.890 12/22/2011 12:45:45.255 80.750 5.639 16.839 12/22/2011 12:45:45.505 81.000 5.642 16.846 12/22/2011 12:45:45.755 81.250 5.651 16.876 12/22/2011 12:45:46.005 81.500 5.657 16.892 12/22/2011 12:45:46.255 81.750 5.663 16.910 12/22/2011 12:45:46.505 82.000 5.666 16.918

12/22/2011 12:45:46.755 82.250 5.666 16.918 12/22/2011 12:45:47.005 82.500 5.670 16.931 12/22/2011 12:45:47.255 82.750 5.670 16.931 12/22/2011 12:45:47.505 83.000 5.675 16.946 12/22/2011 12:45:47.755 83.250 5.673 16.940 12/22/2011 12:45:48.005 83.500 5.676 16.949 12/22/2011 12:45:48.255 83.750 5.679 16.959 12/22/2011 12:45:48.505 84.000 5.673 16.941 12/22/2011 12:45:48.755 84.250 5.677 16.951 12/22/2011 12:45:49.005 84.500 5.676 16.949 12/22/2011 12:45:49.255 84.750 5.676 16.949 12/22/2011 12:45:49.505 85.000 5.675 16.945 12/22/2011 12:45:49.755 85.250 5.677 16.953 12/22/2011 12:45:50.005 85.500 5.679 16.959 12/22/2011 12:45:50.255 85.750 5.677 16.951 12/22/2011 12:45:50.505 86.000 5.675 16.945 12/22/2011 12:45:50.755 86.250 5.673 16.941 12/22/2011 12:45:51.005 86.500 5.678 16.956 12/22/2011 12:45:51.255 86.750 5.676 16.948 12/22/2011 12:45:51.505 87.000 5.678 16.956 12/22/2011 12:45:51.755 87.250 5.675 16.947 12/22/2011 12:45:52.005 87.500 5.675 16.945 12/22/2011 12:45:52.255 87.750 5.677 16.951 12/22/2011 12:45:52.505 88.000 5.678 16.955 12/22/2011 12:45:52.755 88.250 5.677 16.951 12/22/2011 12:45:53.005 88.500 5.677 16.953 12/22/2011 12:45:53.255 88.750 5.677 16.953 12/22/2011 12:45:53.505 89.000 5.676 16.948 12/22/2011 12:45:53.755 89.250 5.676 16.950 12/22/2011 12:45:54.005 89.500 5.680 16.961 12/22/2011 12:45:54.255 89.750 5.678 16.955 12/22/2011 12:45:54.505 90.000 5.678 16.955 12/22/2011 12:45:54.755 90.250 5.680 16.960 12/22/2011 12:45:55.005 90.500 5.675 16.947 12/22/2011 12:45:55.255 90.750 5.678 16.956 12/22/2011 12:45:55.505 91.000 5.677 16.951 12/22/2011 12:45:55.755 91.250 5.679 16.959 12/22/2011 12:45:56.005 91.500 5.679 16.958 12/22/2011 12:45:56.255 91.750 5.674 16.943 12/22/2011 12:45:56.505 92.000 5.679 16.957 12/22/2011 12:45:56.755 92.250 5.678 16.955 12/22/2011 12:45:57.005 92.500 5.679 16.957 12/22/2011 12:45:57.255 92.750 5.675 16.947 12/22/2011 12:45:57.505 93.000 5.679 16.958 12/22/2011 12:45:57.755 93.250 5.675 16.946 12/22/2011 12:45:58.005 93.500 5.676 16.949 12/22/2011 12:45:58.255 93.750 5.678 16.956 12/22/2011 12:45:58.505 94.000 5.677 16.953 12/22/2011 12:45:58.755 94.250 5.674 16.942 12/22/2011 12:45:59.008 94.503 5.679 16.958 12/22/2011 12:45:59.255 94.750 5.679 16.957 12/22/2011 12:45:59.505 95.000 5.679 16.959 12/22/2011 12:45:59.755 95.250 5.678 16.955 12/22/2011 12:46:00.005 95.500 5.680 16.961 12/22/2011 12:46:00.255 95.750 5.681 16.965 12/22/2011 12:46:00.505 96.000 5.678 16.956 12/22/2011 12:46:00.755 96.250 5.674 16.942 12/22/2011 12:46:01.005 96.500 5.680 16.960 12/22/2011 12:46:01.255 96.750 5.676 16.949 12/22/2011 12:46:01.505 97.000 5.679 16.958 12/22/2011 12:46:01.755 97.250 5.674 16.943 12/22/2011 12:46:02.005 97.500 5.677 16.953 12/22/2011 12:46:02.255 97.750 5.677 16.953 12/22/2011 12:46:02.505 98.000 5.680 16.961 12/22/2011 12:46:02.755 98.250 5.676 16.949 12/22/2011 12:46:03.005 98.500 5.677 16.951 12/22/2011 12:46:03.255 98.750 5.677 16.952 12/22/2011 12:46:03.505 99.000 5.678 16.954 12/22/2011 12:46:03.755 99.250 5.680 16.960 12/22/2011 12:46:04.005 99.500 5.680 16.962 12/22/2011 12:46:04.255 99.750 5.678 16.956 12/22/2011 12:46:04.505 100.000 5.681 16.963 12/22/2011 12:46:04.755 100.250 5.679 16.958 12/22/2011 12:46:05.005 100.500 5.682 16.968 12/22/2011 12:46:05.255 100.750 5.682 16.966 12/22/2011 12:46:05.505 101.000 5.679 16.959 12/22/2011 12:46:05.755 101.250 5.681 16.963 12/22/2011 12:46:06.005 101.500 5.678 16.954 12/22/2011 12:46:06.255 101.750 5.681 16.965 12/22/2011 12:46:06.505 102.000 5.678 16.954 12/22/2011 12:46:06.755 102.250 5.678 16.955

12/22/2011 12:46:07.005 102.500 5.675 16.947 12/22/2011 12:46:07.255 102.750 5.677 16.951 12/22/2011 12:46:07.505 103.000 5.678 16.955 12/22/2011 12:46:07.755 103.250 5.678 16.955 12/22/2011 12:46:08.005 103.500 5.680 16.960 12/22/2011 12:46:08.255 103.750 5.678 16.954 12/22/2011 12:46:08.505 104.000 5.681 16.964 12/22/2011 12:46:08.755 104.250 5.678 16.955 12/22/2011 12:46:09.005 104.500 5.679 16.958 12/22/2011 12:46:09.255 104.750 5.680 16.961 12/22/2011 12:46:09.505 105.000 5.689 16.988 12/22/2011 12:46:09.755 105.250 5.683 16.971 12/22/2011 12:46:10.005 105.500 5.680 16.962 12/22/2011 12:46:10.255 105.750 5.680 16.960 12/22/2011 12:46:10.505 106.000 5.681 16.964 12/22/2011 12:46:10.755 106.250 5.676 16.950 12/22/2011 12:46:11.005 106.500 5.681 16.964 12/22/2011 12:46:11.255 106.750 5.680 16.960 12/22/2011 12:46:11.505 107.000 5.682 16.967 12/22/2011 12:46:11.755 107.250 5.679 16.959 12/22/2011 12:46:12.005 107.500 5.678 16.955 12/22/2011 12:46:12.255 107.750 5.680 16.962 12/22/2011 12:46:12.505 108.000 5.677 16.951 12/22/2011 12:46:12.755 108.250 5.674 16.943 12/22/2011 12:46:13.005 108.500 5.681 16.963 12/22/2011 12:46:13.255 108.750 5.680 16.960 12/22/2011 12:46:13.505 109.000 5.682 16.968 12/22/2011 12:46:13.755 109.250 5.679 16.959 12/22/2011 12:46:14.005 109.500 5.681 16.963 12/22/2011 12:46:14.255 109.750 5.680 16.962 12/22/2011 12:46:14.505 110.000 5.681 16.963 12/22/2011 12:46:14.755 110.250 5.680 16.960 12/22/2011 12:46:15.005 110.500 5.680 16.962 12/22/2011 12:46:15.255 110.750 5.679 16.959 12/22/2011 12:46:15.505 111.000 5.676 16.950 12/22/2011 12:46:15.755 111.250 5.678 16.956 12/22/2011 12:46:16.005 111.500 5.676 16.950 12/22/2011 12:46:16.255 111.750 5.671 16.935 12/22/2011 12:46:16.505 112.000 5.679 16.958 12/22/2011 12:46:16.755 112.250 5.679 16.958 12/22/2011 12:46:17.005 112.500 5.678 16.955 12/22/2011 12:46:17.255 112.750 5.680 16.960 12/22/2011 12:46:17.505 113.000 5.679 16.959 12/22/2011 12:46:17.755 113.250 5.680 16.961 12/22/2011 12:46:18.005 113.500 5.678 16.954 12/22/2011 12:46:18.255 113.750 5.679 16.958 12/22/2011 12:46:18.505 114.000 5.679 16.957 12/22/2011 12:46:18.755 114.250 5.679 16.959 12/22/2011 12:46:19.005 114.500 5.677 16.953 12/22/2011 12:46:19.255 114.750 5.680 16.961 12/22/2011 12:46:19.505 115.000 5.678 16.955 12/22/2011 12:46:19.755 115.250 5.679 16.958 12/22/2011 12:46:20.005 115.500 5.681 16.965 12/22/2011 12:46:20.255 115.750 5.676 16.948 12/22/2011 12:46:20.505 116.000 5.681 16.963 12/22/2011 12:46:20.755 116.250 5.682 16.967 12/22/2011 12:46:21.005 116.500 5.683 16.970 12/22/2011 12:46:21.255 116.750 5.676 16.950 12/22/2011 12:46:21.505 117.000 5.677 16.953 12/22/2011 12:46:21.755 117.250 5.678 16.956 12/22/2011 12:46:22.005 117.500 5.677 16.953 12/22/2011 12:46:22.255 117.750 5.678 16.954 12/22/2011 12:46:22.505 118.000 5.682 16.967 12/22/2011 12:46:22.755 118.250 5.680 16.960 12/22/2011 12:46:23.005 118.500 5.682 16.968 12/22/2011 12:46:23.255 118.750 5.683 16.969 12/22/2011 12:46:23.505 119.000 5.681 16.964 12/22/2011 12:46:23.755 119.250 5.677 16.951 12/22/2011 12:46:24.005 119.500 5.682 16.966 12/22/2011 12:46:24.255 119.750 5.678 16.954 12/22/2011 12:46:24.505 120.000 5.680 16.960 12/22/2011 12:46:24.755 120.250 5.679 16.958 12/22/2011 12:46:25.005 120.500 5.680 16.960 12/22/2011 12:46:25.255 120.750 5.677 16.951 12/22/2011 12:46:25.505 121.000 5.678 16.954 12/22/2011 12:46:25.755 121.250 5.679 16.958 12/22/2011 12:46:26.005 121.500 5.681 16.964 12/22/2011 12:46:26.255 121.750 5.679 16.959 12/22/2011 12:46:26.505 122.000 5.675 16.945 12/22/2011 12:46:26.755 122.250 5.679 16.957 12/22/2011 12:46:27.005 122.500 5.677 16.953

12/22/2011 12:46:27.255 122.750 5.676 16.950 12/22/2011 12:46:27.505 123.000 5.677 16.952 12/22/2011 12:46:27.755 123.250 5.680 16.961 12/22/2011 12:46:28.005 123.500 5.678 16.956 12/22/2011 12:46:28.255 123.750 5.679 16.958 12/22/2011 12:46:28.505 124.000 5.679 16.958 12/22/2011 12:46:28.755 124.250 5.680 16.960 12/22/2011 12:46:29.005 124.500 5.681 16.965 12/22/2011 12:46:29.255 124.750 5.683 16.969 12/22/2011 12:46:29.505 125.000 5.681 16.964 12/22/2011 12:46:29.755 125.250 5.683 16.970 12/22/2011 12:46:30.005 125.500 5.683 16.970 12/22/2011 12:46:30.255 125.750 5.679 16.957 12/22/2011 12:46:30.505 126.000 5.682 16.966 12/22/2011 12:46:30.755 126.250 5.692 16.997 12/22/2011 12:46:31.005 126.500 5.680 16.961 12/22/2011 12:46:31.255 126.750 5.679 16.959 12/22/2011 12:46:31.505 127.000 5.680 16.962 12/22/2011 12:46:31.755 127.250 5.682 16.968 12/22/2011 12:46:32.005 127.500 5.679 16.958 12/22/2011 12:46:32.255 127.750 5.682 16.966 12/22/2011 12:46:32.505 128.000 5.677 16.953 12/22/2011 12:46:32.755 128.250 5.681 16.965 12/22/2011 12:46:33.005 128.500 5.681 16.963 12/22/2011 12:46:33.255 128.750 5.683 16.969 12/22/2011 12:46:33.505 129.000 5.682 16.968 12/22/2011 12:46:33.755 129.250 5.681 16.963 12/22/2011 12:46:34.005 129.500 5.683 16.969 12/22/2011 12:46:34.255 129.750 5.682 16.968 12/22/2011 12:46:34.505 130.000 5.683 16.971 12/22/2011 12:46:34.755 130.250 5.679 16.958 12/22/2011 12:46:35.005 130.500 5.682 16.967 12/22/2011 12:46:35.255 130.750 5.682 16.966 12/22/2011 12:46:35.505 131.000 5.681 16.963 12/22/2011 12:46:35.755 131.250 5.680 16.960 12/22/2011 12:46:36.005 131.500 5.677 16.951 12/22/2011 12:46:36.255 131.750 5.682 16.967 12/22/2011 12:46:36.505 132.000 5.679 16.959 12/22/2011 12:46:36.755 132.250 5.682 16.967 12/22/2011 12:46:37.005 132.500 5.679 16.959 12/22/2011 12:46:37.255 132.750 5.681 16.964 12/22/2011 12:46:37.505 133.000 5.682 16.966 12/22/2011 12:46:37.755 133.250 5.684 16.974 12/22/2011 12:46:38.005 133.500 5.682 16.966 12/22/2011 12:46:38.255 133.750 5.681 16.963 12/22/2011 12:46:38.505 134.000 5.681 16.963 12/22/2011 12:46:38.755 134.250 5.680 16.960 12/22/2011 12:46:39.005 134.500 5.677 16.953 12/22/2011 12:46:39.255 134.750 5.678 16.954 12/22/2011 12:46:39.505 135.000 5.678 16.956 12/22/2011 12:46:39.755 135.250 5.679 16.957 12/22/2011 12:46:40.005 135.500 5.680 16.961 12/22/2011 12:46:40.255 135.750 5.680 16.961 12/22/2011 12:46:40.505 136.000 5.681 16.963 12/22/2011 12:46:40.755 136.250 5.680 16.961 12/22/2011 12:46:41.005 136.500 5.679 16.957 12/22/2011 12:46:41.255 136.750 5.680 16.960 12/22/2011 12:46:41.505 137.000 5.679 16.958 12/22/2011 12:46:41.755 137.250 5.680 16.961 12/22/2011 12:46:42.005 137.500 5.682 16.966 12/22/2011 12:46:42.255 137.750 5.679 16.958 12/22/2011 12:46:42.505 138.000 5.680 16.962 12/22/2011 12:46:42.755 138.250 5.681 16.964 12/22/2011 12:46:43.005 138.500 5.681 16.963 12/22/2011 12:46:43.255 138.750 5.680 16.962 12/22/2011 12:46:43.505 139.000 5.679 16.959 12/22/2011 12:46:43.755 139.250 5.678 16.954 12/22/2011 12:46:44.005 139.500 5.677 16.953 12/22/2011 12:46:44.255 139.750 5.678 16.955 12/22/2011 12:46:44.505 140.000 5.680 16.960 12/22/2011 12:46:44.755 140.250 5.679 16.958 12/22/2011 12:46:45.005 140.500 5.681 16.963 12/22/2011 12:46:45.255 140.750 5.679 16.957 12/22/2011 12:46:45.505 141.000 5.678 16.956 12/22/2011 12:46:45.755 141.250 5.679 16.959 12/22/2011 12:46:46.005 141.500 5.679 16.959 12/22/2011 12:46:46.255 141.750 5.678 16.954 12/22/2011 12:46:46.505 142.000 5.678 16.955 12/22/2011 12:46:46.755 142.250 5.681 16.963 12/22/2011 12:46:47.005 142.500 5.680 16.960 12/22/2011 12:46:47.255 142.750 5.680 16.961

12/22/2011 12:46:47.505 143.000 5.678 16.954 12/22/2011 12:46:47.755 143.250 5.680 16.961 12/22/2011 12:46:48.005 143.500 5.680 16.961 12/22/2011 12:46:48.255 143.750 5.680 16.962 12/22/2011 12:46:48.505 144.000 5.681 16.963 12/22/2011 12:46:48.755 144.250 5.679 16.958 12/22/2011 12:46:49.005 144.500 5.679 16.958 12/22/2011 12:46:49.255 144.750 5.678 16.954 12/22/2011 12:46:49.505 145.000 5.677 16.953 12/22/2011 12:46:49.755 145.250 5.676 16.949 12/22/2011 12:46:50.005 145.500 5.677 16.952 12/22/2011 12:46:50.255 145.750 5.678 16.954 12/22/2011 12:46:50.505 146.000 5.679 16.959 12/22/2011 12:46:50.755 146.250 5.680 16.962 12/22/2011 12:46:51.005 146.500 5.679 16.959 12/22/2011 12:46:51.255 146.750 5.681 16.964 12/22/2011 12:46:51.505 147.000 5.679 16.959 12/22/2011 12:46:51.755 147.250 5.681 16.963 12/22/2011 12:46:52.005 147.500 5.693 16.999 12/22/2011 12:46:52.255 147.750 5.680 16.960 12/22/2011 12:46:52.505 148.000 5.678 16.955 12/22/2011 12:46:52.755 148.250 5.679 16.957 12/22/2011 12:46:53.005 148.500 5.680 16.961 12/22/2011 12:46:53.255 148.750 5.679 16.959 12/22/2011 12:46:53.505 149.000 5.680 16.961 12/22/2011 12:46:53.755 149.250 5.677 16.952 12/22/2011 12:46:54.005 149.500 5.681 16.963 12/22/2011 12:46:54.255 149.750 5.680 16.960 12/22/2011 12:46:54.505 150.000 5.676 16.950 12/22/2011 12:46:54.755 150.250 5.678 16.956 12/22/2011 12:46:55.005 150.500 5.679 16.958 12/22/2011 12:46:55.255 150.750 5.683 16.971 12/22/2011 12:46:55.505 151.000 5.680 16.962 12/22/2011 12:46:55.755 151.250 5.680 16.962 12/22/2011 12:46:56.005 151.500 5.680 16.961 12/22/2011 12:46:56.255 151.750 5.679 16.959 12/22/2011 12:46:56.505 152.000 5.683 16.970 12/22/2011 12:46:56.755 152.250 5.682 16.966 12/22/2011 12:46:57.005 152.500 5.682 16.966 12/22/2011 12:46:57.255 152.750 5.682 16.968 12/22/2011 12:46:57.505 153.000 6.467 19.311 12/22/2011 12:46:57.755 153.250 6.112 18.250 12/22/2011 12:46:58.005 153.500 5.789 17.288 12/22/2011 12:46:58.255 153.750 5.731 17.113 12/22/2011 12:46:58.505 154.000 5.736 17.127 12/22/2011 12:46:58.755 154.250 5.740 17.141 12/22/2011 12:46:59.005 154.500 5.726 17.100 12/22/2011 12:46:59.255 154.750 5.721 17.085 12/22/2011 12:46:59.505 155.000 5.712 17.058 12/22/2011 12:46:59.755 155.250 5.709 17.047 12/22/2011 12:47:00.005 155.500 5.700 17.022 12/22/2011 12:47:00.255 155.750 5.696 17.009 12/22/2011 12:47:00.505 156.000 5.693 17.001 12/22/2011 12:47:00.755 156.250 5.687 16.983 12/22/2011 12:47:01.005 156.500 5.689 16.987 12/22/2011 12:47:01.255 156.750 5.686 16.979 12/22/2011 12:47:01.505 157.000 5.681 16.965 12/22/2011 12:47:01.755 157.250 5.685 16.975 12/22/2011 12:47:02.005 157.500 5.683 16.970 12/22/2011 12:47:02.255 157.750 5.682 16.967 12/22/2011 12:47:02.505 158.000 5.681 16.963 12/22/2011 12:47:02.760 158.255 5.683 16.970 12/22/2011 12:47:03.005 158.500 5.683 16.970 12/22/2011 12:47:03.255 158.750 5.679 16.958 12/22/2011 12:47:03.505 159.000 5.681 16.965 12/22/2011 12:47:03.755 159.250 5.682 16.968 12/22/2011 12:47:04.005 159.500 5.682 16.967 12/22/2011 12:47:04.255 159.750 5.683 16.971 12/22/2011 12:47:04.505 160.000 5.683 16.969 12/22/2011 12:47:04.755 160.250 5.681 16.964 12/22/2011 12:47:05.005 160.500 5.683 16.970 12/22/2011 12:47:05.255 160.750 5.682 16.966 12/22/2011 12:47:05.505 161.000 5.677 16.953 12/22/2011 12:47:05.755 161.250 5.680 16.960 12/22/2011 12:47:06.005 161.500 5.678 16.956 12/22/2011 12:47:06.255 161.750 5.682 16.966 12/22/2011 12:47:06.505 162.000 5.682 16.967 12/22/2011 12:47:06.755 162.250 5.682 16.968 12/22/2011 12:47:07.005 162.500 5.679 16.959 12/22/2011 12:47:07.255 162.750 5.680 16.962 12/22/2011 12:47:07.505 163.000 5.678 16.955

12/22/2011 12:47:07.755 163.250 5.679 16.957 12/22/2011 12:47:08.005 163.500 5.680 16.962 12/22/2011 12:47:08.255 163.750 5.680 16.961 12/22/2011 12:47:08.505 164.000 5.676 16.949 12/22/2011 12:47:08.755 164.250 5.677 16.953 12/22/2011 12:47:09.005 164.500 5.678 16.955 12/22/2011 12:47:09.255 164.750 5.679 16.959 12/22/2011 12:47:09.505 165.000 5.677 16.952 12/22/2011 12:47:09.755 165.250 5.679 16.958 12/22/2011 12:47:10.005 165.500 5.675 16.945 12/22/2011 12:47:10.255 165.750 5.680 16.960 12/22/2011 12:47:10.505 166.000 5.678 16.954 12/22/2011 12:47:10.755 166.250 5.676 16.950 12/22/2011 12:47:11.005 166.500 5.678 16.955 12/22/2011 12:47:11.255 166.750 5.682 16.966 12/22/2011 12:47:11.505 167.000 5.680 16.961 12/22/2011 12:47:11.755 167.250 5.680 16.961 12/22/2011 12:47:12.005 167.500 5.680 16.962 12/22/2011 12:47:12.255 167.750 5.680 16.960 12/22/2011 12:47:12.505 168.000 5.679 16.959 12/22/2011 12:47:12.755 168.250 5.676 16.948 12/22/2011 12:47:13.005 168.500 5.678 16.956 12/22/2011 12:47:13.255 168.750 5.682 16.968 12/22/2011 12:47:13.505 169.000 5.677 16.953 12/22/2011 12:47:13.755 169.250 5.681 16.964 12/22/2011 12:47:14.005 169.500 5.683 16.969 12/22/2011 12:47:14.255 169.750 5.682 16.966 12/22/2011 12:47:14.505 170.000 5.681 16.964 12/22/2011 12:47:14.755 170.250 5.680 16.960 12/22/2011 12:47:15.005 170.500 5.682 16.967 12/22/2011 12:47:15.255 170.750 5.680 16.961 12/22/2011 12:47:15.505 171.000 5.681 16.964 12/22/2011 12:47:15.755 171.250 5.680 16.960 12/22/2011 12:47:16.005 171.500 5.678 16.956 12/22/2011 12:47:16.255 171.750 5.680 16.962 12/22/2011 12:47:16.505 172.000 5.676 16.948 12/22/2011 12:47:16.755 172.250 5.679 16.959 12/22/2011 12:47:17.005 172.500 5.678 16.956 12/22/2011 12:47:17.255 172.750 5.680 16.962 12/22/2011 12:47:17.505 173.000 5.682 16.966 12/22/2011 12:47:17.755 173.250 5.679 16.959 12/22/2011 12:47:18.005 173.500 5.682 16.967 12/22/2011 12:47:18.255 173.750 5.678 16.954 12/22/2011 12:47:18.505 174.000 5.679 16.958 12/22/2011 12:47:18.755 174.250 5.682 16.967 12/22/2011 12:47:19.005 174.500 5.681 16.965 12/22/2011 12:47:19.255 174.750 5.681 16.964 12/22/2011 12:47:19.505 175.000 5.681 16.963 12/22/2011 12:47:19.755 175.250 5.677 16.953 12/22/2011 12:47:20.005 175.500 5.682 16.968 12/22/2011 12:47:20.255 175.750 5.679 16.958 12/22/2011 12:47:20.505 176.000 5.682 16.966 12/22/2011 12:47:20.755 176.250 5.679 16.957 12/22/2011 12:47:21.005 176.500 5.681 16.965 12/22/2011 12:47:21.255 176.750 5.678 16.955 12/22/2011 12:47:21.505 177.000 5.678 16.955 12/22/2011 12:47:21.755 177.250 5.679 16.959 12/22/2011 12:47:22.005 177.500 5.681 16.963 12/22/2011 12:47:22.255 177.750 5.676 16.950 12/22/2011 12:47:22.505 178.000 5.676 16.950 12/22/2011 12:47:22.755 178.250 5.681 16.964 12/22/2011 12:47:23.005 178.500 5.679 16.959 12/22/2011 12:47:23.255 178.750 5.683 16.969 12/22/2011 12:47:23.505 179.000 5.678 16.956 12/22/2011 12:47:23.755 179.250 5.680 16.960 12/22/2011 12:47:24.006 179.501 5.678 16.955 12/22/2011 12:47:24.255 179.750 5.679 16.958 12/22/2011 12:47:24.505 180.000 5.679 16.958 12/22/2011 12:47:24.755 180.250 5.681 16.963 12/22/2011 12:47:25.005 180.500 5.681 16.965 12/22/2011 12:47:25.255 180.750 5.680 16.961 12/22/2011 12:47:25.505 181.000 5.680 16.960 12/22/2011 12:47:25.755 181.250 5.680 16.961 12/22/2011 12:47:26.005 181.500 5.680 16.961 12/22/2011 12:47:26.255 181.750 5.680 16.962 12/22/2011 12:47:26.505 182.000 5.679 16.957 12/22/2011 12:47:26.755 182.250 5.679 16.957 12/22/2011 12:47:27.005 182.500 5.680 16.961 12/22/2011 12:47:27.255 182.750 5.678 16.955 12/22/2011 12:47:27.505 183.000 5.679 16.957 12/22/2011 12:47:27.755 183.250 5.681 16.965

12/22/2011 12:47:28.005 183.500 5.680 16.961 12/22/2011 12:47:28.255 183.750 5.680 16.961 12/22/2011 12:47:28.505 184.000 5.679 16.959 12/22/2011 12:47:28.755 184.250 5.680 16.962 12/22/2011 12:47:29.005 184.500 5.684 16.972 12/22/2011 12:47:29.255 184.750 5.678 16.955 12/22/2011 12:47:29.505 185.000 5.681 16.965 12/22/2011 12:47:29.755 185.250 5.681 16.963 12/22/2011 12:47:30.005 185.500 5.681 16.965 12/22/2011 12:47:30.255 185.750 5.679 16.957 12/22/2011 12:47:30.505 186.000 5.679 16.957 12/22/2011 12:47:30.755 186.250 5.678 16.956 12/22/2011 12:47:31.005 186.500 5.678 16.956 12/22/2011 12:47:31.255 186.750 5.677 16.953 12/22/2011 12:47:31.505 187.000 5.677 16.953 12/22/2011 12:47:31.755 187.250 5.680 16.962 12/22/2011 12:47:32.005 187.500 5.678 16.956 12/22/2011 12:47:32.255 187.750 5.681 16.963 12/22/2011 12:47:32.505 188.000 5.679 16.959 12/22/2011 12:47:32.755 188.250 5.680 16.961 12/22/2011 12:47:33.005 188.500 5.680 16.960 12/22/2011 12:47:33.255 188.750 5.679 16.957 12/22/2011 12:47:33.505 189.000 5.679 16.957 12/22/2011 12:47:33.755 189.250 5.679 16.957 12/22/2011 12:47:34.005 189.500 5.679 16.957 12/22/2011 12:47:34.255 189.750 5.681 16.963 12/22/2011 12:47:34.505 190.000 5.691 16.994 12/22/2011 12:47:34.755 190.250 5.678 16.956 12/22/2011 12:47:35.005 190.500 5.680 16.961 12/22/2011 12:47:35.255 190.750 5.679 16.959 12/22/2011 12:47:35.505 191.000 5.678 16.956 12/22/2011 12:47:35.755 191.250 5.680 16.960 12/22/2011 12:47:36.005 191.500 5.678 16.954 12/22/2011 12:47:36.255 191.750 5.681 16.964 12/22/2011 12:47:36.505 192.000 5.678 16.955 12/22/2011 12:47:36.755 192.250 5.680 16.961 12/22/2011 12:47:37.005 192.500 5.680 16.962 12/22/2011 12:47:37.255 192.750 5.679 16.959 12/22/2011 12:47:37.505 193.000 5.679 16.959 12/22/2011 12:47:37.755 193.250 5.680 16.961 12/22/2011 12:47:38.005 193.500 5.678 16.956 12/22/2011 12:47:38.255 193.750 5.679 16.959 12/22/2011 12:47:38.505 194.000 5.679 16.958 12/22/2011 12:47:38.755 194.250 5.682 16.967 12/22/2011 12:47:39.005 194.500 5.679 16.958 12/22/2011 12:47:39.255 194.750 5.677 16.953 12/22/2011 12:47:39.505 195.000 5.677 16.952 12/22/2011 12:47:39.755 195.250 5.680 16.960 12/22/2011 12:47:40.005 195.500 5.680 16.960 12/22/2011 12:47:40.255 195.750 5.679 16.959 12/22/2011 12:47:40.505 196.000 5.677 16.951 12/22/2011 12:47:40.755 196.250 5.677 16.953 12/22/2011 12:47:41.005 196.500 5.679 16.959 12/22/2011 12:47:41.255 196.750 5.682 16.967 12/22/2011 12:47:41.505 197.000 5.679 16.957 12/22/2011 12:47:41.755 197.250 5.679 16.959 12/22/2011 12:47:42.005 197.500 5.678 16.955 12/22/2011 12:47:42.255 197.750 5.677 16.952 12/22/2011 12:47:42.505 198.000 5.677 16.951 12/22/2011 12:47:42.755 198.250 5.680 16.962 12/22/2011 12:47:43.005 198.500 5.677 16.951 12/22/2011 12:47:43.255 198.750 5.678 16.955 12/22/2011 12:47:43.505 199.000 5.678 16.955 12/22/2011 12:47:43.755 199.250 5.677 16.952 12/22/2011 12:47:44.005 199.500 5.680 16.962 12/22/2011 12:47:44.255 199.750 5.679 16.957 12/22/2011 12:47:44.505 200.000 5.678 16.954 12/22/2011 12:47:44.755 200.250 5.678 16.955 12/22/2011 12:47:45.005 200.500 5.677 16.952 12/22/2011 12:47:45.255 200.750 5.678 16.956 12/22/2011 12:47:45.505 201.000 5.679 16.957 12/22/2011 12:47:45.755 201.250 5.679 16.959 12/22/2011 12:47:46.005 201.500 5.679 16.957 12/22/2011 12:47:46.255 201.750 5.678 16.954 12/22/2011 12:47:46.505 202.000 5.680 16.960 12/22/2011 12:47:46.755 202.250 5.681 16.965 12/22/2011 12:47:47.005 202.500 5.678 16.956 12/22/2011 12:47:47.255 202.750 5.677 16.952 12/22/2011 12:47:47.505 203.000 5.681 16.963 12/22/2011 12:47:47.755 203.250 5.679 16.957 12/22/2011 12:47:48.005 203.500 5.678 16.955

12/22/2011 12:47:48.255 203.750 5.680 16.960 12/22/2011 12:47:48.505 204.000 5.679 16.957 12/22/2011 12:47:48.755 204.250 5.680 16.962 12/22/2011 12:47:49.005 204.500 5.678 16.954 12/22/2011 12:47:49.255 204.750 5.680 16.960 12/22/2011 12:47:49.505 205.000 5.682 16.968 12/22/2011 12:47:49.755 205.250 5.679 16.957 12/22/2011 12:47:50.005 205.500 5.682 16.967 12/22/2011 12:47:50.255 205.750 5.680 16.961 12/22/2011 12:47:50.505 206.000 5.680 16.961 12/22/2011 12:47:50.755 206.250 5.677 16.953 12/22/2011 12:47:51.005 206.500 5.680 16.960 12/22/2011 12:47:51.255 206.750 5.676 16.949 12/22/2011 12:47:51.505 207.000 5.679 16.959 12/22/2011 12:47:51.755 207.250 5.679 16.959 12/22/2011 12:47:52.005 207.500 5.680 16.960 12/22/2011 12:47:52.255 207.750 5.679 16.958 12/22/2011 12:47:52.505 208.000 5.679 16.959 12/22/2011 12:47:52.755 208.250 5.679 16.957 12/22/2011 12:47:53.005 208.500 5.676 16.948 12/22/2011 12:47:53.255 208.750 5.678 16.955 12/22/2011 12:47:53.505 209.000 5.679 16.959 12/22/2011 12:47:53.755 209.250 5.685 16.974 12/22/2011 12:47:54.005 209.500 5.679 16.957 12/22/2011 12:47:54.255 209.750 5.678 16.956 12/22/2011 12:47:54.505 210.000 5.677 16.953 12/22/2011 12:47:54.755 210.250 5.679 16.957 12/22/2011 12:47:55.005 210.500 5.678 16.954 12/22/2011 12:47:55.255 210.750 5.678 16.956 12/22/2011 12:47:55.505 211.000 5.679 16.958 12/22/2011 12:47:55.755 211.250 5.691 16.993 12/22/2011 12:47:56.005 211.500 5.681 16.963 12/22/2011 12:47:56.255 211.750 5.680 16.961 12/22/2011 12:47:56.505 212.000 5.679 16.959 12/22/2011 12:47:56.755 212.250 5.680 16.960 12/22/2011 12:47:57.005 212.500 5.679 16.958 12/22/2011 12:47:57.255 212.750 5.678 16.956 12/22/2011 12:47:57.505 213.000 5.681 16.963 12/22/2011 12:47:57.755 213.250 5.674 16.944 12/22/2011 12:47:58.005 213.500 5.680 16.960 12/22/2011 12:47:58.255 213.750 5.680 16.960 12/22/2011 12:47:58.505 214.000 5.678 16.956 12/22/2011 12:47:58.755 214.250 5.680 16.961 12/22/2011 12:47:59.005 214.500 5.682 16.966 12/22/2011 12:47:59.255 214.750 5.681 16.965 12/22/2011 12:47:59.505 215.000 5.685 16.976 12/22/2011 12:47:59.755 215.250 5.682 16.966 12/22/2011 12:48:00.005 215.500 5.681 16.963 12/22/2011 12:48:00.255 215.750 5.678 16.955 12/22/2011 12:48:00.505 216.000 5.678 16.954 12/22/2011 12:48:00.755 216.250 5.677 16.951 12/22/2011 12:48:01.005 216.500 5.681 16.963 12/22/2011 12:48:01.255 216.750 5.677 16.952 12/22/2011 12:48:01.505 217.000 5.682 16.966 12/22/2011 12:48:01.755 217.250 5.679 16.959 12/22/2011 12:48:02.005 217.500 5.680 16.962 12/22/2011 12:48:02.255 217.750 5.676 16.949 12/22/2011 12:48:02.505 218.000 5.675 16.947 12/22/2011 12:48:02.755 218.250 5.677 16.952 12/22/2011 12:48:03.005 218.500 5.680 16.960 12/22/2011 12:48:03.255 218.750 5.681 16.963 12/22/2011 12:48:03.505 219.000 5.678 16.956 12/22/2011 12:48:03.755 219.250 5.682 16.968 12/22/2011 12:48:04.005 219.500 5.679 16.958 12/22/2011 12:48:04.255 219.750 5.680 16.960 12/22/2011 12:48:04.505 220.000 5.682 16.967 12/22/2011 12:48:04.755 220.250 5.680 16.962 12/22/2011 12:48:05.005 220.500 5.678 16.954 12/22/2011 12:48:05.255 220.750 5.679 16.959 12/22/2011 12:48:05.505 221.000 5.680 16.961 12/22/2011 12:48:05.755 221.250 5.680 16.962 12/22/2011 12:48:06.005 221.500 5.679 16.958 12/22/2011 12:48:06.255 221.750 5.679 16.958 12/22/2011 12:48:06.505 222.000 5.680 16.962 12/22/2011 12:48:06.755 222.250 5.682 16.967 12/22/2011 12:48:07.005 222.500 5.679 16.957 12/22/2011 12:48:07.255 222.750 5.679 16.958 12/22/2011 12:48:07.505 223.000 5.681 16.963 12/22/2011 12:48:07.755 223.250 5.682 16.966 12/22/2011 12:48:08.005 223.500 5.680 16.960 12/22/2011 12:48:08.255 223.750 5.679 16.958

12/22/2011 12:48:08.505 224.000 5.676 16.949 12/22/2011 12:48:08.755 224.250 5.679 16.958 12/22/2011 12:48:09.005 224.500 5.674 16.944 12/22/2011 12:48:09.255 224.750 5.151 15.380 12/22/2011 12:48:09.505 225.000 5.559 16.599 12/22/2011 12:48:09.755 225.250 5.530 16.513 12/22/2011 12:48:10.005 225.500 5.686 16.978 12/22/2011 12:48:10.255 225.750 5.646 16.859 12/22/2011 12:48:10.505 226.000 5.449 16.270 12/22/2011 12:48:10.755 226.250 5.482 16.370 12/22/2011 12:48:11.005 226.500 5.535 16.529 12/22/2011 12:48:11.255 226.750 5.574 16.645 12/22/2011 12:48:11.505 227.000 5.600 16.723 12/22/2011 12:48:11.755 227.250 5.620 16.781 12/22/2011 12:48:12.005 227.500 5.633 16.820 12/22/2011 12:48:12.255 227.750 5.641 16.845 12/22/2011 12:48:12.505 228.000 5.651 16.875 12/22/2011 12:48:12.755 228.250 5.655 16.887 12/22/2011 12:48:13.005 228.500 5.660 16.901 12/22/2011 12:48:13.255 228.750 5.657 16.893 12/22/2011 12:48:13.505 229.000 5.664 16.915 12/22/2011 12:48:13.755 229.250 5.669 16.928 12/22/2011 12:48:14.005 229.500 5.669 16.927 12/22/2011 12:48:14.255 229.750 5.670 16.931 12/22/2011 12:48:14.505 230.000 5.672 16.937 12/22/2011 12:48:14.755 230.250 5.674 16.943 12/22/2011 12:48:15.005 230.500 5.676 16.950 12/22/2011 12:48:15.255 230.750 5.674 16.943 12/22/2011 12:48:15.505 231.000 5.676 16.948 12/22/2011 12:48:15.755 231.250 5.674 16.944 12/22/2011 12:48:16.005 231.500 5.675 16.946 12/22/2011 12:48:16.255 231.750 5.677 16.951 12/22/2011 12:48:16.505 232.000 5.678 16.955 12/22/2011 12:48:16.755 232.250 5.678 16.956 12/22/2011 12:48:17.005 232.500 5.690 16.990 12/22/2011 12:48:17.255 232.750 5.678 16.954 12/22/2011 12:48:17.505 233.000 5.679 16.957 12/22/2011 12:48:17.755 233.250 5.680 16.961 12/22/2011 12:48:18.005 233.500 5.680 16.961 12/22/2011 12:48:18.255 233.750 5.676 16.949 12/22/2011 12:48:18.505 234.000 5.681 16.963 12/22/2011 12:48:18.755 234.250 5.681 16.965 12/22/2011 12:48:19.005 234.500 5.678 16.955 12/22/2011 12:48:19.255 234.750 5.678 16.956 12/22/2011 12:48:19.505 235.000 5.682 16.966 12/22/2011 12:48:19.755 235.250 5.680 16.960 12/22/2011 12:48:20.005 235.500 5.680 16.960 12/22/2011 12:48:20.255 235.750 5.678 16.954 12/22/2011 12:48:20.505 236.000 5.682 16.966 12/22/2011 12:48:20.755 236.250 5.681 16.965 12/22/2011 12:48:21.005 236.500 5.678 16.955 12/22/2011 12:48:21.255 236.750 5.684 16.973 12/22/2011 12:48:21.505 237.000 5.680 16.961 12/22/2011 12:48:21.755 237.250 5.679 16.957 12/22/2011 12:48:22.005 237.500 5.683 16.971 12/22/2011 12:48:22.255 237.750 5.679 16.958 12/22/2011 12:48:22.505 238.000 5.680 16.960 12/22/2011 12:48:22.755 238.250 5.678 16.955 12/22/2011 12:48:23.005 238.500 5.678 16.956 12/22/2011 12:48:23.255 238.750 5.679 16.957 12/22/2011 12:48:23.505 239.000 5.679 16.959 12/22/2011 12:48:23.755 239.250 5.683 16.969 12/22/2011 12:48:24.005 239.500 5.676 16.948 12/22/2011 12:48:24.255 239.750 5.682 16.966 12/22/2011 12:48:24.505 240.000 5.681 16.963 12/22/2011 12:48:24.755 240.250 5.682 16.968 12/22/2011 12:48:25.005 240.500 5.682 16.966 12/22/2011 12:48:25.255 240.750 5.678 16.956 12/22/2011 12:48:25.505 241.000 5.681 16.963 12/22/2011 12:48:25.755 241.250 5.683 16.969 12/22/2011 12:48:26.005 241.500 5.686 16.979 12/22/2011 12:48:26.255 241.750 5.683 16.969 12/22/2011 12:48:26.505 242.000 5.677 16.953 12/22/2011 12:48:26.755 242.250 5.680 16.962 12/22/2011 12:48:27.005 242.500 5.682 16.968 12/22/2011 12:48:27.255 242.750 5.683 16.969 12/22/2011 12:48:27.505 243.000 5.681 16.964 12/22/2011 12:48:27.755 243.250 5.680 16.960 12/22/2011 12:48:28.005 243.500 5.677 16.953 12/22/2011 12:48:28.255 243.750 5.680 16.961 12/22/2011 12:48:28.505 244.000 5.681 16.963

12/22/2011 12:48:28.755 244.250 5.685 16.977 12/22/2011 12:48:29.005 244.500 5.683 16.969 12/22/2011 12:48:29.255 244.750 5.683 16.970 12/22/2011 12:48:29.505 245.000 5.683 16.969 12/22/2011 12:48:29.755 245.250 5.684 16.973 12/22/2011 12:48:30.005 245.500 5.683 16.971 12/22/2011 12:48:30.255 245.750 5.682 16.966 12/22/2011 12:48:30.505 246.000 5.681 16.965 12/22/2011 12:48:30.755 246.250 5.681 16.965 12/22/2011 12:48:31.005 246.500 5.681 16.965 12/22/2011 12:48:31.255 246.750 5.679 16.959 12/22/2011 12:48:31.505 247.000 5.681 16.964 12/22/2011 12:48:31.755 247.250 5.679 16.959 12/22/2011 12:48:32.005 247.500 5.680 16.962 12/22/2011 12:48:32.255 247.750 5.681 16.964 12/22/2011 12:48:32.505 248.000 5.683 16.971 12/22/2011 12:48:32.755 248.250 5.681 16.963 12/22/2011 12:48:33.005 248.500 5.682 16.966 12/22/2011 12:48:33.255 248.750 5.678 16.955 12/22/2011 12:48:33.505 249.000 5.682 16.968 12/22/2011 12:48:33.755 249.250 5.680 16.961 12/22/2011 12:48:34.005 249.500 5.682 16.966 12/22/2011 12:48:34.255 249.750 5.680 16.960 12/22/2011 12:48:34.505 250.000 5.679 16.959 12/22/2011 12:48:34.755 250.250 5.683 16.971 12/22/2011 12:48:35.005 250.500 5.679 16.959 12/22/2011 12:48:35.255 250.750 5.680 16.960 12/22/2011 12:48:35.505 251.000 5.683 16.970 12/22/2011 12:48:35.755 251.250 5.682 16.966 12/22/2011 12:48:36.005 251.500 5.677 16.953 12/22/2011 12:48:36.255 251.750 5.679 16.957 12/22/2011 12:48:36.505 252.000 5.681 16.964 12/22/2011 12:48:36.755 252.250 5.680 16.960 12/22/2011 12:48:37.005 252.500 5.677 16.951 12/22/2011 12:48:37.255 252.750 5.681 16.964 12/22/2011 12:48:37.505 253.000 5.680 16.960 12/22/2011 12:48:37.755 253.250 5.680 16.960 12/22/2011 12:48:38.005 253.500 5.678 16.956 12/22/2011 12:48:38.255 253.750 5.685 16.977 12/22/2011 12:48:38.505 254.000 5.683 16.970 12/22/2011 12:48:38.755 254.250 5.680 16.961 12/22/2011 12:48:39.005 254.500 5.680 16.961 12/22/2011 12:48:39.255 254.750 5.681 16.964 12/22/2011 12:48:39.505 255.000 5.682 16.968 12/22/2011 12:48:39.755 255.250 5.681 16.963 12/22/2011 12:48:40.005 255.500 5.681 16.963 12/22/2011 12:48:40.255 255.750 5.683 16.970 12/22/2011 12:48:40.505 256.000 5.679 16.957 12/22/2011 12:48:40.755 256.250 5.681 16.963 12/22/2011 12:48:41.005 256.500 5.681 16.963 12/22/2011 12:48:41.255 256.750 5.681 16.963 12/22/2011 12:48:41.505 257.000 5.681 16.965 12/22/2011 12:48:41.755 257.250 5.682 16.966 12/22/2011 12:48:42.005 257.500 5.681 16.964 12/22/2011 12:48:42.255 257.750 5.681 16.965 12/22/2011 12:48:42.505 258.000 5.683 16.970 12/22/2011 12:48:42.755 258.250 5.678 16.955 12/22/2011 12:48:43.005 258.500 5.680 16.960 12/22/2011 12:48:43.255 258.750 5.680 16.960 12/22/2011 12:48:43.505 259.000 5.679 16.959 12/22/2011 12:48:43.755 259.250 5.682 16.968 12/22/2011 12:48:44.005 259.500 5.680 16.962 12/22/2011 12:48:44.255 259.750 5.678 16.955 12/22/2011 12:48:44.505 260.000 5.681 16.964 12/22/2011 12:48:44.755 260.250 5.680 16.960 12/22/2011 12:48:45.005 260.500 5.677 16.953 12/22/2011 12:48:45.255 260.750 5.679 16.959 12/22/2011 12:48:45.505 261.000 5.678 16.954 12/22/2011 12:48:45.755 261.250 5.681 16.964 12/22/2011 12:48:46.005 261.500 5.680 16.960 12/22/2011 12:48:46.255 261.750 5.681 16.965 12/22/2011 12:48:46.505 262.000 5.680 16.962 12/22/2011 12:48:46.755 262.250 5.681 16.963 12/22/2011 12:48:47.005 262.500 5.678 16.956 12/22/2011 12:48:47.255 262.750 5.682 16.966 12/22/2011 12:48:47.505 263.000 5.681 16.963 12/22/2011 12:48:47.755 263.250 5.680 16.962 12/22/2011 12:48:48.005 263.500 5.679 16.959 12/22/2011 12:48:48.255 263.750 5.677 16.951 12/22/2011 12:48:48.505 264.000 5.681 16.964 12/22/2011 12:48:48.755 264.250 5.683 16.969

12/22/2011 12:48:49.005 264.500 5.682 16.967 12/22/2011 12:48:49.255 264.750 5.681 16.964 12/22/2011 12:48:49.505 265.000 5.680 16.962 12/22/2011 12:48:49.755 265.250 5.682 16.967 12/22/2011 12:48:50.005 265.500 5.679 16.958 12/22/2011 12:48:50.255 265.750 5.677 16.952 12/22/2011 12:48:50.505 266.000 5.680 16.960 12/22/2011 12:48:50.755 266.250 5.679 16.959 12/22/2011 12:48:51.005 266.500 5.680 16.960 12/22/2011 12:48:51.255 266.750 5.682 16.966 12/22/2011 12:48:51.505 267.000 5.679 16.958 12/22/2011 12:48:51.755 267.250 5.682 16.968 12/22/2011 12:48:52.005 267.500 5.677 16.953 12/22/2011 12:48:52.255 267.750 5.680 16.961 12/22/2011 12:48:52.505 268.000 5.682 16.966 12/22/2011 12:48:52.755 268.250 5.679 16.959 12/22/2011 12:48:53.005 268.500 5.682 16.968 12/22/2011 12:48:53.255 268.750 5.682 16.966 12/22/2011 12:48:53.505 269.000 5.683 16.969 12/22/2011 12:48:53.755 269.250 5.680 16.962 12/22/2011 12:48:54.005 269.500 5.679 16.959 12/22/2011 12:48:54.255 269.750 5.679 16.957 12/22/2011 12:48:54.505 270.000 5.680 16.961 12/22/2011 12:48:54.755 270.250 5.681 16.965 12/22/2011 12:48:55.005 270.500 5.681 16.965 12/22/2011 12:48:55.255 270.750 5.683 16.971 12/22/2011 12:48:55.505 271.000 5.678 16.954 12/22/2011 12:48:55.755 271.250 5.678 16.956 12/22/2011 12:48:56.005 271.500 5.679 16.957 12/22/2011 12:48:56.255 271.750 5.679 16.958 12/22/2011 12:48:56.505 272.000 5.681 16.965 12/22/2011 12:48:56.755 272.250 5.681 16.963 12/22/2011 12:48:57.005 272.500 5.679 16.957 12/22/2011 12:48:57.255 272.750 5.681 16.965 12/22/2011 12:48:57.505 273.000 5.679 16.957 12/22/2011 12:48:57.755 273.250 5.679 16.958 12/22/2011 12:48:58.005 273.500 5.678 16.955 12/22/2011 12:48:58.255 273.750 5.680 16.960 12/22/2011 12:48:58.505 274.000 5.680 16.961 12/22/2011 12:48:58.755 274.250 5.680 16.962 12/22/2011 12:48:59.005 274.500 5.682 16.966 12/22/2011 12:48:59.255 274.750 5.679 16.959 12/22/2011 12:48:59.505 275.000 5.689 16.989 12/22/2011 12:48:59.755 275.250 5.682 16.968 12/22/2011 12:49:00.005 275.500 5.680 16.960 12/22/2011 12:49:00.255 275.750 5.682 16.968 12/22/2011 12:49:00.505 276.000 5.680 16.962 12/22/2011 12:49:00.755 276.250 5.682 16.967 12/22/2011 12:49:01.005 276.500 5.680 16.960 12/22/2011 12:49:01.255 276.750 5.683 16.969 12/22/2011 12:49:01.505 277.000 5.681 16.963 12/22/2011 12:49:01.755 277.250 5.680 16.960 12/22/2011 12:49:02.005 277.500 5.680 16.962 12/22/2011 12:49:02.255 277.750 5.682 16.966 12/22/2011 12:49:02.505 278.000 5.682 16.968 12/22/2011 12:49:02.755 278.250 5.683 16.969 12/22/2011 12:49:03.005 278.500 5.683 16.970 12/22/2011 12:49:03.255 278.750 5.679 16.959 12/22/2011 12:49:03.505 279.000 5.679 16.958 12/22/2011 12:49:03.755 279.250 5.679 16.958 12/22/2011 12:49:04.005 279.500 5.678 16.956 12/22/2011 12:49:04.255 279.750 5.682 16.967 12/22/2011 12:49:04.505 280.000 5.679 16.957 12/22/2011 12:49:04.755 280.250 5.677 16.951 12/22/2011 12:49:05.005 280.500 5.684 16.973 12/22/2011 12:49:05.255 280.750 5.678 16.955 12/22/2011 12:49:05.505 281.000 5.680 16.961 12/22/2011 12:49:05.755 281.250 5.677 16.953 12/22/2011 12:49:06.005 281.500 5.679 16.958 12/22/2011 12:49:06.255 281.750 5.681 16.963 12/22/2011 12:49:06.505 282.000 5.681 16.963 12/22/2011 12:49:06.755 282.250 5.677 16.952 12/22/2011 12:49:07.005 282.500 5.682 16.966 12/22/2011 12:49:07.255 282.750 5.681 16.964 12/22/2011 12:49:07.505 283.000 5.681 16.963 12/22/2011 12:49:07.755 283.250 5.683 16.969 12/22/2011 12:49:08.005 283.500 5.678 16.954 12/22/2011 12:49:08.255 283.750 5.681 16.963 12/22/2011 12:49:08.505 284.000 5.679 16.957 12/22/2011 12:49:08.755 284.250 5.681 16.965 12/22/2011 12:49:09.005 284.500 5.681 16.965

12/22/2011 12:49:09.255 284.750 5.681 16.963 12/22/2011 12:49:09.505 285.000 5.681 16.964 12/22/2011 12:49:09.755 285.250 5.679 16.959 12/22/2011 12:49:10.005 285.500 5.682 16.967 12/22/2011 12:49:10.255 285.750 5.683 16.969 12/22/2011 12:49:10.505 286.000 5.681 16.963 12/22/2011 12:49:10.755 286.250 5.682 16.966 12/22/2011 12:49:11.005 286.500 5.682 16.968 12/22/2011 12:49:11.255 286.750 5.683 16.970 12/22/2011 12:49:11.505 287.000 5.680 16.960 12/22/2011 12:49:11.755 287.250 5.681 16.964 12/22/2011 12:49:12.005 287.500 5.681 16.963 12/22/2011 12:49:12.255 287.750 5.682 16.967 12/22/2011 12:49:12.505 288.000 5.675 16.947 12/22/2011 12:49:12.755 288.250 5.680 16.960 12/22/2011 12:49:13.005 288.500 5.679 16.957 12/22/2011 12:49:13.255 288.750 5.680 16.961 12/22/2011 12:49:13.505 289.000 5.680 16.962 12/22/2011 12:49:13.755 289.250 5.681 16.964 12/22/2011 12:49:14.005 289.500 5.681 16.965 12/22/2011 12:49:14.255 289.750 5.679 16.959 12/22/2011 12:49:14.505 290.000 5.682 16.967 12/22/2011 12:49:14.755 290.250 5.679 16.959 12/22/2011 12:49:15.005 290.500 5.681 16.964 12/22/2011 12:49:15.255 290.750 5.683 16.969 12/22/2011 12:49:15.505 291.000 5.682 16.968 12/22/2011 12:49:15.755 291.250 5.681 16.964 12/22/2011 12:49:16.005 291.500 5.682 16.967 12/22/2011 12:49:16.255 291.750 5.680 16.961 12/22/2011 12:49:16.505 292.000 5.679 16.959 12/22/2011 12:49:16.755 292.250 5.681 16.963 12/22/2011 12:49:17.005 292.500 5.682 16.966 12/22/2011 12:49:17.255 292.750 5.685 16.975 12/22/2011 12:49:17.505 293.000 5.684 16.974 12/22/2011 12:49:17.755 293.250 5.679 16.959 12/22/2011 12:49:18.005 293.500 5.684 16.974 12/22/2011 12:49:18.255 293.750 5.682 16.967 12/22/2011 12:49:18.505 294.000 5.681 16.965 12/22/2011 12:49:18.755 294.250 5.681 16.963 12/22/2011 12:49:19.005 294.500 5.679 16.958 12/22/2011 12:49:19.255 294.750 5.677 16.953 12/22/2011 12:49:19.505 295.000 5.681 16.963 12/22/2011 12:49:19.755 295.250 5.681 16.964 12/22/2011 12:49:20.005 295.500 5.683 16.969 12/22/2011 12:49:20.255 295.750 5.681 16.964 12/22/2011 12:49:20.505 296.000 5.682 16.966 12/22/2011 12:49:20.755 296.250 5.691 16.992 12/22/2011 12:49:21.005 296.500 5.679 16.959 12/22/2011 12:49:21.255 296.750 5.682 16.967 12/22/2011 12:49:21.505 297.000 5.682 16.968 12/22/2011 12:49:21.755 297.250 5.680 16.961 12/22/2011 12:49:22.005 297.500 5.679 16.957 12/22/2011 12:49:22.255 297.750 5.682 16.968 12/22/2011 12:49:22.505 298.000 5.680 16.962 12/22/2011 12:49:22.755 298.250 5.683 16.971 12/22/2011 12:49:23.005 298.500 5.683 16.971 12/22/2011 12:49:23.255 298.750 5.684 16.972 12/22/2011 12:49:23.505 299.000 5.678 16.956 12/22/2011 12:49:23.755 299.250 5.680 16.960 12/22/2011 12:49:24.005 299.500 5.682 16.967 12/22/2011 12:49:24.255 299.750 5.683 16.971 12/22/2011 12:49:24.505 300.000 5.677 16.953 12/22/2011 12:49:24.755 300.250 5.684 16.973 12/22/2011 12:49:25.005 300.500 5.680 16.960 12/22/2011 12:49:25.255 300.750 5.683 16.970 12/22/2011 12:49:25.505 301.000 5.682 16.966 12/22/2011 12:49:25.755 301.250 5.683 16.969 12/22/2011 12:49:26.005 301.500 5.681 16.965 12/22/2011 12:49:26.255 301.750 5.681 16.965 12/22/2011 12:49:26.505 302.000 5.680 16.960 12/22/2011 12:49:26.755 302.250 5.681 16.965 12/22/2011 12:49:27.005 302.500 5.681 16.963 12/22/2011 12:49:27.255 302.750 5.681 16.965 12/22/2011 12:49:27.505 303.000 5.679 16.958 12/22/2011 12:49:27.755 303.250 5.680 16.962 12/22/2011 12:49:28.005 303.500 5.680 16.961 12/22/2011 12:49:28.255 303.750 5.678 16.956 12/22/2011 12:49:28.505 304.000 5.682 16.967 12/22/2011 12:49:28.755 304.250 5.682 16.968 12/22/2011 12:49:29.005 304.500 5.683 16.970 12/22/2011 12:49:29.255 304.750 5.679 16.959

12/22/2011 12:49:29.505 305.000 5.677 16.951 12/22/2011 12:49:29.755 305.250 5.680 16.962 12/22/2011 12:49:30.005 305.500 5.678 16.954 12/22/2011 12:49:30.255 305.750 5.682 16.966 12/22/2011 12:49:30.505 306.000 5.681 16.964 12/22/2011 12:49:30.755 306.250 5.681 16.963 12/22/2011 12:49:31.005 306.500 5.681 16.965 12/22/2011 12:49:31.255 306.750 5.681 16.965 12/22/2011 12:49:31.505 307.000 5.681 16.965 12/22/2011 12:49:31.755 307.250 5.681 16.963 12/22/2011 12:49:32.005 307.500 5.681 16.965 12/22/2011 12:49:32.255 307.750 5.681 16.964 12/22/2011 12:49:32.505 308.000 5.682 16.968 12/22/2011 12:49:32.755 308.250 5.680 16.962 12/22/2011 12:49:33.005 308.500 5.681 16.964 12/22/2011 12:49:33.255 308.750 5.682 16.966 12/22/2011 12:49:33.505 309.000 5.683 16.970 12/22/2011 12:49:33.755 309.250 5.682 16.966 12/22/2011 12:49:34.005 309.500 5.684 16.972 12/22/2011 12:49:34.255 309.750 5.685 16.975 12/22/2011 12:49:34.505 310.000 5.682 16.966 12/22/2011 12:49:34.755 310.250 5.684 16.972 12/22/2011 12:49:35.005 310.500 5.679 16.959 12/22/2011 12:49:35.255 310.750 5.680 16.961 12/22/2011 12:49:35.505 311.000 5.681 16.963 12/22/2011 12:49:35.755 311.250 5.681 16.964 12/22/2011 12:49:36.005 311.500 5.681 16.964 12/22/2011 12:49:36.255 311.750 5.680 16.961 12/22/2011 12:49:36.505 312.000 5.681 16.963 12/22/2011 12:49:36.755 312.250 5.680 16.961 12/22/2011 12:49:37.005 312.500 5.679 16.959 12/22/2011 12:49:37.255 312.750 5.681 16.964 12/22/2011 12:49:37.505 313.000 5.681 16.963 12/22/2011 12:49:37.755 313.250 5.679 16.957 12/22/2011 12:49:38.005 313.500 5.677 16.953 12/22/2011 12:49:38.255 313.750 5.680 16.962 12/22/2011 12:49:38.505 314.000 5.679 16.959 12/22/2011 12:49:38.755 314.250 5.680 16.962 12/22/2011 12:49:39.005 314.500 5.680 16.960 12/22/2011 12:49:39.255 314.750 5.680 16.961 12/22/2011 12:49:39.505 315.000 5.673 16.940 12/22/2011 12:49:39.755 315.250 5.683 16.970 12/22/2011 12:49:40.005 315.500 5.679 16.959 12/22/2011 12:49:40.255 315.750 5.682 16.966 12/22/2011 12:49:40.505 316.000 5.680 16.962 12/22/2011 12:49:40.755 316.250 5.680 16.961 12/22/2011 12:49:41.005 316.500 5.681 16.965 12/22/2011 12:49:41.255 316.750 5.681 16.964 12/22/2011 12:49:41.505 317.000 5.679 16.957 12/22/2011 12:49:41.755 317.250 5.682 16.966 12/22/2011 12:49:42.005 317.500 5.688 16.984 12/22/2011 12:49:42.255 317.750 5.679 16.958 12/22/2011 12:49:42.505 318.000 5.682 16.966 12/22/2011 12:49:42.755 318.250 5.680 16.962 12/22/2011 12:49:43.005 318.500 5.682 16.968 12/22/2011 12:49:43.255 318.750 5.677 16.953 12/22/2011 12:49:43.505 319.000 5.679 16.957 12/22/2011 12:49:43.755 319.250 5.680 16.962 12/22/2011 12:49:44.005 319.500 5.680 16.962 12/22/2011 12:49:44.255 319.750 5.682 16.967 12/22/2011 12:49:44.505 320.000 5.681 16.963 12/22/2011 12:49:44.755 320.250 5.680 16.960 12/22/2011 12:49:45.005 320.500 5.680 16.961 12/22/2011 12:49:45.255 320.750 5.681 16.965 12/22/2011 12:49:45.505 321.000 5.680 16.960 12/22/2011 12:49:45.755 321.250 5.681 16.963 12/22/2011 12:49:46.005 321.500 5.683 16.971 12/22/2011 12:49:46.255 321.750 5.679 16.959 12/22/2011 12:49:46.505 322.000 5.681 16.963 12/22/2011 12:49:46.755 322.250 5.677 16.952 12/22/2011 12:49:47.005 322.500 5.680 16.962 12/22/2011 12:49:47.255 322.750 5.684 16.972 12/22/2011 12:49:47.505 323.000 5.680 16.960 12/22/2011 12:49:47.755 323.250 5.680 16.961 12/22/2011 12:49:48.005 323.500 5.684 16.973 12/22/2011 12:49:48.255 323.750 5.682 16.968 12/22/2011 12:49:48.505 324.000 5.682 16.967 12/22/2011 12:49:48.755 324.250 5.679 16.957 12/22/2011 12:49:49.005 324.500 5.680 16.960 12/22/2011 12:49:49.255 324.750 5.680 16.962 12/22/2011 12:49:49.505 325.000 5.681 16.964

12/22/2011 12:49:49.755 325.250 5.680 16.961 12/22/2011 12:49:50.005 325.500 5.681 16.965 12/22/2011 12:49:50.255 325.750 5.675 16.945 12/22/2011 12:49:50.505 326.000 5.682 16.967 12/22/2011 12:49:50.755 326.250 5.678 16.955 12/22/2011 12:49:51.005 326.500 5.675 16.947 12/22/2011 12:49:51.255 326.750 5.681 16.964 12/22/2011 12:49:51.505 327.000 5.678 16.955 12/22/2011 12:49:51.755 327.250 5.679 16.958 12/22/2011 12:49:52.005 327.500 5.683 16.969 12/22/2011 12:49:52.255 327.750 5.681 16.965 12/22/2011 12:49:52.505 328.000 5.681 16.964 12/22/2011 12:49:52.755 328.250 5.681 16.963 12/22/2011 12:49:53.005 328.500 5.683 16.970 12/22/2011 12:49:53.255 328.750 5.680 16.962 12/22/2011 12:49:53.505 329.000 5.678 16.954 12/22/2011 12:49:53.755 329.250 5.683 16.969 12/22/2011 12:49:54.005 329.500 5.681 16.964 12/22/2011 12:49:54.255 329.750 5.681 16.964 12/22/2011 12:49:54.505 330.000 5.680 16.962 12/22/2011 12:49:54.755 330.250 5.682 16.968 12/22/2011 12:49:55.005 330.500 5.680 16.960 12/22/2011 12:49:55.255 330.750 5.682 16.968 12/22/2011 12:49:55.505 331.000 5.684 16.972 12/22/2011 12:49:55.755 331.250 5.681 16.964 12/22/2011 12:49:56.005 331.500 5.682 16.967 12/22/2011 12:49:56.255 331.750 5.681 16.964 12/22/2011 12:49:56.505 332.000 5.685 16.975 12/22/2011 12:49:56.755 332.250 5.681 16.964 12/22/2011 12:49:57.005 332.500 5.682 16.968 12/22/2011 12:49:57.255 332.750 5.681 16.963 12/22/2011 12:49:57.505 333.000 5.679 16.958 12/22/2011 12:49:57.755 333.250 5.679 16.959 12/22/2011 12:49:58.005 333.500 5.679 16.958 12/22/2011 12:49:58.255 333.750 5.682 16.967 12/22/2011 12:49:58.505 334.000 5.679 16.957 12/22/2011 12:49:58.755 334.250 5.679 16.957 12/22/2011 12:49:59.005 334.500 5.681 16.965 12/22/2011 12:49:59.255 334.750 5.680 16.961 12/22/2011 12:49:59.505 335.000 5.678 16.954 12/22/2011 12:49:59.755 335.250 5.679 16.959 12/22/2011 12:50:00.005 335.500 5.678 16.956 12/22/2011 12:50:00.255 335.750 5.678 16.954 12/22/2011 12:50:00.505 336.000 5.679 16.959 12/22/2011 12:50:00.755 336.250 5.679 16.959 12/22/2011 12:50:01.005 336.500 5.680 16.962 12/22/2011 12:50:01.255 336.750 5.683 16.971 12/22/2011 12:50:01.505 337.000 5.681 16.963 12/22/2011 12:50:01.755 337.250 5.683 16.969 12/22/2011 12:50:02.005 337.500 5.678 16.955 12/22/2011 12:50:02.255 337.750 5.677 16.953 12/22/2011 12:50:02.505 338.000 5.683 16.970 12/22/2011 12:50:02.755 338.250 5.682 16.966 12/22/2011 12:50:03.005 338.500 5.682 16.968 12/22/2011 12:50:03.255 338.750 5.690 16.991 12/22/2011 12:50:03.505 339.000 5.679 16.958 12/22/2011 12:50:03.755 339.250 5.680 16.962 12/22/2011 12:50:04.005 339.500 5.681 16.963 12/22/2011 12:50:04.255 339.750 5.680 16.961 12/22/2011 12:50:04.505 340.000 5.682 16.968 12/22/2011 12:50:04.755 340.250 5.681 16.964 12/22/2011 12:50:05.005 340.500 5.683 16.971 12/22/2011 12:50:05.255 340.750 5.680 16.960 12/22/2011 12:50:05.505 341.000 5.679 16.959 12/22/2011 12:50:05.755 341.250 5.682 16.968 12/22/2011 12:50:06.005 341.500 5.679 16.959 12/22/2011 12:50:06.255 341.750 5.684 16.973 12/22/2011 12:50:06.505 342.000 5.681 16.964 12/22/2011 12:50:06.755 342.250 5.683 16.971 12/22/2011 12:50:07.005 342.500 5.679 16.957 12/22/2011 12:50:07.255 342.750 5.682 16.966 12/22/2011 12:50:07.505 343.000 5.684 16.974 12/22/2011 12:50:07.755 343.250 5.681 16.965 12/22/2011 12:50:08.005 343.500 5.680 16.962 12/22/2011 12:50:08.255 343.750 5.682 16.966 12/22/2011 12:50:08.505 344.000 5.679 16.957 12/22/2011 12:50:08.755 344.250 5.685 16.975 12/22/2011 12:50:09.005 344.500 5.679 16.959 12/22/2011 12:50:09.255 344.750 5.679 16.958 12/22/2011 12:50:09.505 345.000 5.681 16.965 12/22/2011 12:50:09.755 345.250 5.680 16.962

12/22/2011 12:50:10.005 345.500 5.680 16.962 12/22/2011 12:50:10.255 345.750 5.684 16.973 12/22/2011 12:50:10.505 346.000 5.681 16.965 12/22/2011 12:50:10.755 346.250 5.681 16.964 12/22/2011 12:50:11.005 346.500 5.683 16.970 12/22/2011 12:50:11.255 346.750 5.679 16.957 12/22/2011 12:50:11.505 347.000 5.682 16.968 12/22/2011 12:50:11.755 347.250 5.679 16.959 12/22/2011 12:50:12.005 347.500 5.680 16.962 12/22/2011 12:50:12.255 347.750 5.678 16.954 12/22/2011 12:50:12.505 348.000 5.677 16.952 12/22/2011 12:50:12.755 348.250 5.682 16.967 12/22/2011 12:50:13.005 348.500 5.683 16.969 12/22/2011 12:50:13.255 348.750 5.685 16.975 12/22/2011 12:50:13.505 349.000 5.686 16.980 12/22/2011 12:50:13.755 349.250 6.662 19.894 12/22/2011 12:50:14.005 349.500 5.574 16.645 12/22/2011 12:50:14.255 349.750 5.769 17.227 12/22/2011 12:50:14.505 350.000 5.768 17.223 12/22/2011 12:50:14.755 350.250 5.757 17.190 12/22/2011 12:50:15.005 350.500 5.742 17.146 12/22/2011 12:50:15.255 350.750 5.735 17.125 12/22/2011 12:50:15.505 351.000 5.723 17.091 12/22/2011 12:50:15.755 351.250 5.718 17.075 12/22/2011 12:50:16.005 351.500 5.708 17.045 12/22/2011 12:50:16.255 351.750 5.706 17.039 12/22/2011 12:50:16.505 352.000 5.709 17.047 12/22/2011 12:50:16.755 352.250 5.701 17.024 12/22/2011 12:50:17.005 352.500 5.698 17.014 12/22/2011 12:50:17.255 352.750 5.700 17.022 12/22/2011 12:50:17.505 353.000 5.697 17.012 12/22/2011 12:50:17.755 353.250 5.697 17.011 12/22/2011 12:50:18.005 353.500 5.693 17.000 12/22/2011 12:50:18.255 353.750 5.694 17.003 12/22/2011 12:50:18.505 354.000 5.692 16.996 12/22/2011 12:50:18.755 354.250 5.693 17.000 12/22/2011 12:50:19.005 354.500 5.689 16.987 12/22/2011 12:50:19.255 354.750 5.690 16.991 12/22/2011 12:50:19.505 355.000 5.691 16.994 12/22/2011 12:50:19.755 355.250 5.691 16.995 12/22/2011 12:50:20.005 355.500 5.693 17.000 12/22/2011 12:50:20.255 355.750 5.692 16.996 12/22/2011 12:50:20.505 356.000 5.690 16.990 12/22/2011 12:50:20.755 356.250 5.688 16.986 12/22/2011 12:50:21.005 356.500 5.692 16.996 12/22/2011 12:50:21.255 356.750 5.691 16.994 12/22/2011 12:50:21.505 357.000 5.686 16.980 12/22/2011 12:50:21.755 357.250 5.688 16.985 12/22/2011 12:50:22.005 357.500 5.690 16.991 12/22/2011 12:50:22.255 357.750 5.690 16.991 12/22/2011 12:50:22.505 358.000 5.686 16.979 12/22/2011 12:50:22.755 358.250 5.689 16.988 12/22/2011 12:50:23.005 358.500 5.689 16.989 12/22/2011 12:50:23.255 358.750 5.687 16.981 12/22/2011 12:50:23.505 359.000 5.688 16.984 12/22/2011 12:50:23.755 359.250 5.689 16.989 12/22/2011 12:50:24.005 359.500 5.691 16.994 12/22/2011 12:50:24.255 359.750 5.690 16.990 12/22/2011 12:50:24.505 360.000 5.703 17.030 12/22/2011 12:50:24.755 360.250 5.688 16.985 12/22/2011 12:50:25.005 360.500 5.688 16.986 12/22/2011 12:50:25.255 360.750 5.689 16.987 12/22/2011 12:50:25.505 361.000 5.688 16.985 12/22/2011 12:50:25.755 361.250 5.690 16.991 12/22/2011 12:50:26.005 361.500 5.688 16.986 12/22/2011 12:50:26.255 361.750 5.692 16.997 12/22/2011 12:50:26.505 362.000 5.688 16.984 12/22/2011 12:50:26.755 362.250 5.690 16.990 12/22/2011 12:50:27.005 362.500 5.690 16.990 12/22/2011 12:50:27.255 362.750 5.687 16.981 12/22/2011 12:50:27.505 363.000 5.687 16.982 12/22/2011 12:50:27.755 363.250 5.691 16.994 12/22/2011 12:50:28.005 363.500 5.692 16.997 12/22/2011 12:50:28.255 363.750 5.686 16.980 12/22/2011 12:50:28.505 364.000 5.688 16.984 12/22/2011 12:50:28.755 364.250 5.688 16.985 12/22/2011 12:50:29.005 364.500 5.688 16.985 12/22/2011 12:50:29.255 364.750 5.689 16.989 12/22/2011 12:50:29.505 365.000 5.685 16.975 12/22/2011 12:50:29.755 365.250 5.691 16.994 12/22/2011 12:50:30.005 365.500 5.687 16.982

12/22/2011 12:50:30.255 365.750 5.688 16.985 12/22/2011 12:50:30.505 366.000 5.690 16.990 12/22/2011 12:50:30.755 366.250 5.688 16.986 12/22/2011 12:50:31.005 366.500 5.687 16.981 12/22/2011 12:50:31.255 366.750 5.688 16.984 12/22/2011 12:50:31.505 367.000 5.687 16.983 12/22/2011 12:50:31.755 367.250 5.691 16.992 12/22/2011 12:50:32.005 367.500 5.689 16.989 12/22/2011 12:50:32.255 367.750 5.688 16.986 12/22/2011 12:50:32.505 368.000 5.689 16.989 12/22/2011 12:50:32.755 368.250 5.688 16.986 12/22/2011 12:50:33.005 368.500 5.686 16.979 12/22/2011 12:50:33.255 368.750 5.686 16.979 12/22/2011 12:50:33.505 369.000 5.688 16.984 12/22/2011 12:50:33.755 369.250 5.687 16.980 12/22/2011 12:50:34.005 369.500 5.687 16.981 12/22/2011 12:50:34.255 369.750 5.689 16.987 12/22/2011 12:50:34.505 370.000 5.689 16.987 12/22/2011 12:50:34.755 370.250 5.690 16.992 12/22/2011 12:50:35.005 370.500 5.688 16.986 12/22/2011 12:50:35.255 370.750 5.689 16.988 12/22/2011 12:50:35.505 371.000 5.689 16.989 12/22/2011 12:50:35.755 371.250 5.691 16.993 12/22/2011 12:50:36.005 371.500 5.688 16.985 12/22/2011 12:50:36.255 371.750 5.689 16.987 12/22/2011 12:50:36.505 372.000 5.689 16.989 12/22/2011 12:50:36.755 372.250 5.690 16.992 12/22/2011 12:50:37.005 372.500 5.691 16.993 12/22/2011 12:50:37.255 372.750 5.688 16.984 12/22/2011 12:50:37.505 373.000 5.687 16.981 12/22/2011 12:50:37.755 373.250 5.688 16.984 12/22/2011 12:50:38.005 373.500 5.690 16.990 12/22/2011 12:50:38.255 373.750 5.688 16.984 12/22/2011 12:50:38.505 374.000 5.689 16.988 12/22/2011 12:50:38.755 374.250 5.690 16.990 12/22/2011 12:50:39.005 374.500 5.687 16.981 12/22/2011 12:50:39.255 374.750 5.690 16.990 12/22/2011 12:50:39.505 375.000 5.690 16.992 12/22/2011 12:50:39.755 375.250 5.688 16.986 12/22/2011 12:50:40.005 375.500 5.688 16.986 12/22/2011 12:50:40.255 375.750 5.688 16.986 12/22/2011 12:50:40.505 376.000 5.689 16.988 12/22/2011 12:50:40.755 376.250 5.691 16.993 12/22/2011 12:50:41.005 376.500 5.691 16.994 12/22/2011 12:50:41.255 376.750 5.688 16.986 12/22/2011 12:50:41.505 377.000 5.688 16.985 12/22/2011 12:50:41.755 377.250 5.691 16.995 12/22/2011 12:50:42.005 377.500 5.686 16.979 12/22/2011 12:50:42.255 377.750 5.688 16.985 12/22/2011 12:50:42.505 378.000 5.688 16.984 12/22/2011 12:50:42.755 378.250 5.687 16.981 12/22/2011 12:50:43.005 378.500 5.689 16.987 12/22/2011 12:50:43.255 378.750 5.687 16.981 12/22/2011 12:50:43.505 379.000 5.689 16.987 12/22/2011 12:50:43.755 379.250 5.686 16.979 12/22/2011 12:50:44.005 379.500 5.687 16.981 12/22/2011 12:50:44.255 379.750 5.688 16.984 12/22/2011 12:50:44.505 380.000 5.689 16.988 12/22/2011 12:50:44.755 380.250 5.688 16.984 12/22/2011 12:50:45.005 380.500 5.688 16.985 12/22/2011 12:50:45.255 380.750 5.687 16.983 12/22/2011 12:50:45.505 381.000 5.690 16.991 12/22/2011 12:50:45.755 381.250 5.693 16.999 12/22/2011 12:50:46.005 381.500 5.687 16.981 12/22/2011 12:50:46.255 381.750 5.687 16.981 12/22/2011 12:50:46.505 382.000 5.686 16.980 12/22/2011 12:50:46.755 382.250 5.691 16.994 12/22/2011 12:50:47.005 382.500 5.688 16.985 12/22/2011 12:50:47.255 382.750 5.690 16.991 12/22/2011 12:50:47.505 383.000 5.689 16.989 12/22/2011 12:50:47.755 383.250 5.689 16.987 12/22/2011 12:50:48.005 383.500 5.688 16.984 12/22/2011 12:50:48.255 383.750 5.689 16.988 12/22/2011 12:50:48.505 384.000 5.688 16.985 12/22/2011 12:50:48.755 384.250 5.690 16.992 12/22/2011 12:50:49.005 384.500 5.689 16.989 12/22/2011 12:50:49.255 384.750 5.687 16.981 12/22/2011 12:50:49.505 385.000 5.690 16.990 12/22/2011 12:50:49.755 385.250 5.687 16.982 12/22/2011 12:50:50.005 385.500 5.689 16.989 12/22/2011 12:50:50.255 385.750 5.688 16.984

12/22/2011 12:50:50.505 386.000 5.688 16.984 12/22/2011 12:50:50.755 386.250 5.690 16.990 12/22/2011 12:50:51.005 386.500 5.690 16.990 12/22/2011 12:50:51.255 386.750 5.690 16.992 12/22/2011 12:50:51.505 387.000 5.691 16.994 12/22/2011 12:50:51.755 387.250 5.690 16.992 12/22/2011 12:50:52.005 387.500 5.686 16.979 12/22/2011 12:50:52.255 387.750 5.688 16.986 12/22/2011 12:50:52.505 388.000 5.690 16.991 12/22/2011 12:50:52.755 388.250 5.687 16.982 12/22/2011 12:50:53.005 388.500 5.690 16.990 12/22/2011 12:50:53.255 388.750 5.686 16.979 12/22/2011 12:50:53.505 389.000 5.687 16.981 12/22/2011 12:50:53.755 389.250 5.688 16.986 12/22/2011 12:50:54.005 389.500 5.687 16.980 12/22/2011 12:50:54.255 389.750 5.686 16.979 12/22/2011 12:50:54.505 390.000 5.687 16.982 12/22/2011 12:50:54.755 390.250 5.688 16.985 12/22/2011 12:50:55.005 390.500 5.689 16.988 12/22/2011 12:50:55.255 390.750 5.690 16.990 12/22/2011 12:50:55.505 391.000 5.690 16.990 12/22/2011 12:50:55.755 391.250 5.688 16.986 12/22/2011 12:50:56.005 391.500 5.692 16.996 12/22/2011 12:50:56.255 391.750 5.689 16.989 12/22/2011 12:50:56.510 392.005 5.688 16.985 12/22/2011 12:50:56.755 392.250 5.691 16.994 12/22/2011 12:50:57.005 392.500 5.692 16.998 12/22/2011 12:50:57.255 392.750 5.689 16.989 12/22/2011 12:50:57.505 393.000 5.689 16.987 12/22/2011 12:50:57.755 393.250 5.691 16.995 12/22/2011 12:50:58.005 393.500 5.688 16.984 12/22/2011 12:50:58.255 393.750 5.690 16.992 12/22/2011 12:50:58.505 394.000 5.688 16.985 12/22/2011 12:50:58.755 394.250 5.687 16.981 12/22/2011 12:50:59.005 394.500 5.689 16.989 12/22/2011 12:50:59.255 394.750 5.687 16.982 12/22/2011 12:50:59.505 395.000 5.689 16.987 12/22/2011 12:50:59.755 395.250 5.687 16.982 12/22/2011 12:51:00.005 395.500 5.690 16.990 12/22/2011 12:51:00.255 395.750 5.688 16.985 12/22/2011 12:51:00.505 396.000 5.689 16.989 12/22/2011 12:51:00.755 396.250 5.690 16.992 12/22/2011 12:51:01.005 396.500 5.688 16.984 12/22/2011 12:51:01.255 396.750 5.686 16.979 12/22/2011 12:51:01.505 397.000 5.687 16.983 12/22/2011 12:51:01.755 397.250 5.685 16.977 12/22/2011 12:51:02.005 397.500 5.685 16.977 12/22/2011 12:51:02.255 397.750 5.689 16.988 12/22/2011 12:51:02.505 398.000 5.688 16.986 12/22/2011 12:51:02.755 398.250 5.685 16.976 12/22/2011 12:51:03.005 398.500 5.688 16.986 12/22/2011 12:51:03.255 398.750 5.687 16.983 12/22/2011 12:51:03.505 399.000 5.688 16.986 12/22/2011 12:51:03.755 399.250 5.689 16.987 12/22/2011 12:51:04.005 399.500 5.686 16.977 12/22/2011 12:51:04.255 399.750 5.689 16.988 12/22/2011 12:51:04.505 400.000 5.684 16.972 12/22/2011 12:51:04.755 400.250 5.689 16.988 12/22/2011 12:51:05.005 400.500 5.688 16.986 12/22/2011 12:51:05.255 400.750 5.688 16.984 12/22/2011 12:51:05.505 401.000 5.688 16.984 12/22/2011 12:51:05.755 401.250 5.687 16.981 12/22/2011 12:51:06.005 401.500 5.687 16.982 12/22/2011 12:51:06.255 401.750 5.688 16.984 12/22/2011 12:51:06.505 402.000 5.688 16.986 12/22/2011 12:51:06.755 402.250 5.686 16.979 12/22/2011 12:51:07.005 402.500 5.693 17.001 12/22/2011 12:51:07.255 402.750 5.690 16.990 12/22/2011 12:51:07.505 403.000 5.688 16.984 12/22/2011 12:51:07.755 403.250 5.690 16.991 12/22/2011 12:51:08.005 403.500 5.687 16.983 12/22/2011 12:51:08.255 403.750 5.689 16.987 12/22/2011 12:51:08.505 404.000 5.687 16.982 12/22/2011 12:51:08.755 404.250 5.688 16.984 12/22/2011 12:51:09.005 404.500 5.688 16.986 12/22/2011 12:51:09.255 404.750 5.689 16.987 12/22/2011 12:51:09.505 405.000 5.690 16.991 12/22/2011 12:51:09.755 405.250 5.690 16.992 12/22/2011 12:51:10.005 405.500 5.691 16.993 12/22/2011 12:51:10.255 405.750 5.690 16.991 12/22/2011 12:51:10.505 406.000 5.691 16.993

12/22/2011 12:51:10.755 406.250 5.695 17.005 12/22/2011 12:51:11.005 406.500 5.688 16.985 12/22/2011 12:51:11.255 406.750 5.689 16.989 12/22/2011 12:51:11.505 407.000 5.691 16.992 12/22/2011 12:51:11.755 407.250 5.688 16.984 12/22/2011 12:51:12.005 407.500 5.689 16.989 12/22/2011 12:51:12.255 407.750 5.688 16.985 12/22/2011 12:51:12.505 408.000 5.686 16.980 12/22/2011 12:51:12.755 408.250 5.689 16.987 12/22/2011 12:51:13.005 408.500 5.691 16.993 12/22/2011 12:51:13.255 408.750 5.689 16.989 12/22/2011 12:51:13.505 409.000 5.689 16.988 12/22/2011 12:51:13.755 409.250 5.690 16.992 12/22/2011 12:51:14.005 409.500 5.688 16.984 12/22/2011 12:51:14.255 409.750 5.688 16.986 12/22/2011 12:51:14.505 410.000 5.691 16.994 12/22/2011 12:51:14.755 410.250 5.687 16.982 12/22/2011 12:51:15.005 410.500 5.691 16.993 12/22/2011 12:51:15.255 410.750 5.689 16.987 12/22/2011 12:51:15.505 411.000 5.687 16.982 12/22/2011 12:51:15.755 411.250 5.690 16.991 12/22/2011 12:51:16.005 411.500 5.689 16.989 12/22/2011 12:51:16.255 411.750 5.688 16.985 12/22/2011 12:51:16.505 412.000 5.685 16.975 12/22/2011 12:51:16.755 412.250 5.690 16.992 12/22/2011 12:51:17.005 412.500 5.691 16.994 12/22/2011 12:51:17.255 412.750 5.687 16.983 12/22/2011 12:51:17.505 413.000 5.690 16.992 12/22/2011 12:51:17.756 413.251 5.692 16.996 12/22/2011 12:51:18.005 413.500 5.690 16.990 12/22/2011 12:51:18.255 413.750 5.688 16.984 12/22/2011 12:51:18.505 414.000 5.689 16.988 12/22/2011 12:51:18.755 414.250 5.688 16.986 12/22/2011 12:51:19.005 414.500 5.691 16.992 12/22/2011 12:51:19.255 414.750 5.690 16.992 12/22/2011 12:51:19.505 415.000 5.690 16.991 12/22/2011 12:51:19.755 415.250 5.689 16.988 12/22/2011 12:51:20.005 415.500 5.688 16.985 12/22/2011 12:51:20.255 415.750 5.688 16.985 12/22/2011 12:51:20.505 416.000 5.688 16.985 12/22/2011 12:51:20.755 416.250 5.691 16.993 12/22/2011 12:51:21.005 416.500 5.690 16.992 12/22/2011 12:51:21.255 416.750 5.689 16.987 12/22/2011 12:51:21.505 417.000 5.689 16.989 12/22/2011 12:51:21.755 417.250 5.688 16.984 12/22/2011 12:51:22.005 417.500 5.689 16.989 12/22/2011 12:51:22.255 417.750 5.691 16.994 12/22/2011 12:51:22.505 418.000 5.689 16.987 12/22/2011 12:51:22.755 418.250 5.690 16.991 12/22/2011 12:51:23.005 418.500 5.690 16.990 12/22/2011 12:51:23.255 418.750 5.686 16.980 12/22/2011 12:51:23.505 419.000 5.685 16.977 12/22/2011 12:51:23.755 419.250 5.688 16.985 12/22/2011 12:51:24.005 419.500 5.688 16.985 12/22/2011 12:51:24.255 419.750 5.690 16.990 12/22/2011 12:51:24.505 420.000 5.687 16.983 12/22/2011 12:51:24.755 420.250 5.690 16.992 12/22/2011 12:51:25.005 420.500 5.691 16.994 12/22/2011 12:51:25.255 420.750 5.690 16.991 12/22/2011 12:51:25.505 421.000 5.689 16.989 12/22/2011 12:51:25.755 421.250 5.686 16.980 12/22/2011 12:51:26.005 421.500 5.689 16.988 12/22/2011 12:51:26.255 421.750 5.690 16.990 12/22/2011 12:51:26.505 422.000 5.690 16.991 12/22/2011 12:51:26.755 422.250 5.689 16.989 12/22/2011 12:51:27.005 422.500 5.686 16.979 12/22/2011 12:51:27.255 422.750 5.688 16.986 12/22/2011 12:51:27.505 423.000 5.689 16.989 12/22/2011 12:51:27.755 423.250 5.690 16.990 12/22/2011 12:51:28.005 423.500 5.689 16.987 12/22/2011 12:51:28.255 423.750 5.700 17.021 12/22/2011 12:51:28.505 424.000 5.693 16.999 12/22/2011 12:51:28.755 424.250 5.689 16.987 12/22/2011 12:51:29.005 424.500 5.691 16.994 12/22/2011 12:51:29.255 424.750 5.689 16.989 12/22/2011 12:51:29.505 425.000 5.689 16.987 12/22/2011 12:51:29.755 425.250 5.686 16.979 12/22/2011 12:51:30.005 425.500 5.689 16.987 12/22/2011 12:51:30.255 425.750 5.690 16.991 12/22/2011 12:51:30.505 426.000 5.693 16.999 12/22/2011 12:51:30.755 426.250 5.691 16.995

12/22/2011 12:51:31.005 426.500 5.688 16.984 12/22/2011 12:51:31.255 426.750 5.688 16.984 12/22/2011 12:51:31.505 427.000 5.688 16.986 12/22/2011 12:51:31.755 427.250 5.688 16.986 12/22/2011 12:51:32.005 427.500 5.689 16.987 12/22/2011 12:51:32.255 427.750 5.690 16.990 12/22/2011 12:51:32.505 428.000 5.689 16.987 12/22/2011 12:51:32.755 428.250 5.691 16.994 12/22/2011 12:51:33.005 428.500 5.687 16.983 12/22/2011 12:51:33.255 428.750 5.684 16.974 12/22/2011 12:51:33.505 429.000 5.688 16.985 12/22/2011 12:51:33.755 429.250 5.688 16.985 12/22/2011 12:51:34.005 429.500 5.685 16.975 12/22/2011 12:51:34.255 429.750 5.686 16.979 12/22/2011 12:51:34.505 430.000 5.689 16.988 12/22/2011 12:51:34.755 430.250 5.689 16.988 12/22/2011 12:51:35.005 430.500 5.686 16.980 12/22/2011 12:51:35.255 430.750 5.692 16.996 12/22/2011 12:51:35.505 431.000 5.689 16.988 12/22/2011 12:51:35.755 431.250 5.691 16.993 12/22/2011 12:51:36.005 431.500 5.689 16.988 12/22/2011 12:51:36.255 431.750 5.688 16.986 12/22/2011 12:51:36.505 432.000 5.691 16.994 12/22/2011 12:51:36.755 432.250 5.693 17.000 12/22/2011 12:51:37.005 432.500 5.690 16.992 12/22/2011 12:51:37.255 432.750 5.688 16.984 12/22/2011 12:51:37.505 433.000 5.692 16.995 12/22/2011 12:51:37.755 433.250 5.692 16.996 12/22/2011 12:51:38.005 433.500 5.688 16.986 12/22/2011 12:51:38.255 433.750 5.689 16.988 12/22/2011 12:51:38.505 434.000 5.692 16.997 12/22/2011 12:51:38.755 434.250 5.691 16.993 12/22/2011 12:51:39.005 434.500 5.692 16.996 12/22/2011 12:51:39.255 434.750 5.688 16.986 12/22/2011 12:51:39.505 435.000 5.692 16.997 12/22/2011 12:51:39.755 435.250 5.690 16.990 12/22/2011 12:51:40.005 435.500 5.687 16.982 12/22/2011 12:51:40.255 435.750 5.694 17.002 12/22/2011 12:51:40.505 436.000 5.692 16.996 12/22/2011 12:51:40.755 436.250 5.693 17.000 12/22/2011 12:51:41.005 436.500 5.692 16.996 12/22/2011 12:51:41.255 436.750 5.693 17.000 12/22/2011 12:51:41.505 437.000 5.688 16.984 12/22/2011 12:51:41.755 437.250 5.693 17.000 12/22/2011 12:51:42.005 437.500 5.692 16.998 12/22/2011 12:51:42.255 437.750 5.692 16.996 12/22/2011 12:51:42.505 438.000 5.691 16.992 12/22/2011 12:51:42.755 438.250 5.693 17.000 12/22/2011 12:51:43.005 438.500 5.689 16.987 12/22/2011 12:51:43.255 438.750 5.692 16.997 12/22/2011 12:51:43.505 439.000 5.691 16.993 12/22/2011 12:51:43.755 439.250 5.675 16.946 12/22/2011 12:51:44.005 439.500 5.335 15.932 12/22/2011 12:51:44.255 439.750 5.576 16.650 12/22/2011 12:51:44.505 440.000 5.721 17.084 12/22/2011 12:51:44.755 440.250 5.709 17.046 12/22/2011 12:51:45.005 440.500 5.686 16.977 12/22/2011 12:51:45.255 440.750 5.598 16.716 12/22/2011 12:51:45.505 441.000 5.555 16.589 12/22/2011 12:51:45.755 441.250 5.606 16.740 12/22/2011 12:51:46.005 441.500 5.628 16.804 12/22/2011 12:51:46.255 441.750 5.630 16.813 12/22/2011 12:51:46.505 442.000 5.629 16.808 12/22/2011 12:51:46.755 442.250 5.603 16.731 12/22/2011 12:51:47.005 442.500 5.573 16.641 12/22/2011 12:51:47.255 442.750 5.580 16.662 12/22/2011 12:51:47.505 443.000 5.602 16.729 12/22/2011 12:51:47.755 443.250 5.627 16.801 12/22/2011 12:51:48.005 443.500 5.638 16.836 12/22/2011 12:51:48.255 443.750 5.655 16.886 12/22/2011 12:51:48.505 444.000 5.660 16.903 12/22/2011 12:51:48.755 444.250 5.670 16.931 12/22/2011 12:51:49.005 444.500 5.669 16.928 12/22/2011 12:51:49.255 444.750 5.675 16.947 12/22/2011 12:51:49.505 445.000 5.691 16.995 12/22/2011 12:51:49.755 445.250 5.681 16.964 12/22/2011 12:51:50.005 445.500 5.686 16.978 12/22/2011 12:51:50.255 445.750 5.684 16.974 12/22/2011 12:51:50.505 446.000 5.681 16.965 12/22/2011 12:51:50.755 446.250 5.685 16.977 12/22/2011 12:51:51.005 446.500 5.687 16.983

12/22/2011 12:51:51.255 446.750 5.684 16.973 12/22/2011 12:51:51.505 447.000 5.687 16.983 12/22/2011 12:51:51.755 447.250 5.686 16.980 12/22/2011 12:51:52.005 447.500 5.687 16.983 12/22/2011 12:51:52.255 447.750 5.689 16.987 12/22/2011 12:51:52.505 448.000 5.684 16.973 12/22/2011 12:51:52.755 448.250 5.688 16.986 12/22/2011 12:51:53.005 448.500 5.688 16.985 12/22/2011 12:51:53.255 448.750 5.688 16.986 12/22/2011 12:51:53.505 449.000 5.690 16.991 12/22/2011 12:51:53.755 449.250 5.694 17.003 12/22/2011 12:51:54.005 449.500 5.692 16.997 12/22/2011 12:51:54.255 449.750 5.693 17.000 12/22/2011 12:51:54.505 450.000 5.691 16.994 12/22/2011 12:51:54.755 450.250 5.693 16.999 12/22/2011 12:51:55.005 450.500 5.688 16.985 12/22/2011 12:51:55.255 450.750 5.693 16.999 12/22/2011 12:51:55.505 451.000 5.690 16.992 12/22/2011 12:51:55.755 451.250 5.693 16.999 12/22/2011 12:51:56.005 451.500 5.692 16.996 12/22/2011 12:51:56.255 451.750 5.691 16.994 12/22/2011 12:51:56.505 452.000 5.691 16.993 12/22/2011 12:51:56.755 452.250 5.694 17.003 12/22/2011 12:51:57.005 452.500 5.692 16.996 12/22/2011 12:51:57.255 452.750 5.690 16.990 12/22/2011 12:51:57.505 453.000 5.693 16.999 12/22/2011 12:51:57.755 453.250 5.688 16.986 12/22/2011 12:51:58.005 453.500 5.694 17.002 12/22/2011 12:51:58.255 453.750 5.692 16.996 12/22/2011 12:51:58.505 454.000 5.691 16.995 12/22/2011 12:51:58.755 454.250 5.692 16.995 12/22/2011 12:51:59.005 454.500 5.692 16.998 12/22/2011 12:51:59.255 454.750 5.688 16.986 12/22/2011 12:51:59.505 455.000 5.692 16.996 12/22/2011 12:51:59.755 455.250 5.693 17.000 12/22/2011 12:52:00.005 455.500 5.690 16.990 12/22/2011 12:52:00.255 455.750 5.694 17.003 12/22/2011 12:52:00.505 456.000 5.689 16.989 12/22/2011 12:52:00.755 456.250 5.691 16.994 12/22/2011 12:52:01.005 456.500 5.692 16.997 12/22/2011 12:52:01.255 456.750 5.691 16.994 12/22/2011 12:52:01.505 457.000 5.689 16.989 12/22/2011 12:52:01.755 457.250 5.691 16.995 12/22/2011 12:52:02.005 457.500 5.693 17.000 12/22/2011 12:52:02.255 457.750 5.693 17.001 12/22/2011 12:52:02.505 458.000 5.692 16.998 12/22/2011 12:52:02.755 458.250 5.694 17.003 12/22/2011 12:52:03.005 458.500 5.691 16.993 12/22/2011 12:52:03.255 458.750 5.694 17.004 12/22/2011 12:52:03.505 459.000 5.693 17.000 12/22/2011 12:52:03.755 459.250 5.692 16.996 12/22/2011 12:52:04.005 459.500 5.690 16.990 12/22/2011 12:52:04.255 459.750 5.693 17.000 12/22/2011 12:52:04.505 460.000 5.690 16.990 12/22/2011 12:52:04.755 460.250 5.690 16.992 12/22/2011 12:52:05.005 460.500 5.690 16.992 12/22/2011 12:52:05.255 460.750 5.690 16.991 12/22/2011 12:52:05.505 461.000 5.691 16.993 12/22/2011 12:52:05.755 461.250 5.691 16.993 12/22/2011 12:52:06.005 461.500 5.691 16.995 12/22/2011 12:52:06.255 461.750 5.693 16.999 12/22/2011 12:52:06.505 462.000 5.693 16.999 12/22/2011 12:52:06.755 462.250 5.694 17.002 12/22/2011 12:52:07.005 462.500 5.694 17.003 12/22/2011 12:52:07.255 462.750 5.693 17.000 12/22/2011 12:52:07.505 463.000 5.693 16.998 12/22/2011 12:52:07.755 463.250 5.690 16.992 12/22/2011 12:52:08.005 463.500 5.691 16.994 12/22/2011 12:52:08.255 463.750 5.693 16.999 12/22/2011 12:52:08.505 464.000 5.693 17.001 12/22/2011 12:52:08.755 464.250 5.693 17.000 12/22/2011 12:52:09.005 464.500 5.692 16.996 12/22/2011 12:52:09.255 464.750 5.693 17.001 12/22/2011 12:52:09.505 465.000 5.695 17.006 12/22/2011 12:52:09.755 465.250 5.692 16.997 12/22/2011 12:52:10.005 465.500 5.693 17.001 12/22/2011 12:52:10.255 465.750 5.692 16.996 12/22/2011 12:52:10.505 466.000 5.693 16.999 12/22/2011 12:52:10.755 466.250 5.703 17.028 12/22/2011 12:52:11.005 466.500 5.693 17.000 12/22/2011 12:52:11.255 466.750 5.692 16.997

12/22/2011 12:52:11.505 467.000 5.691 16.993 12/22/2011 12:52:11.755 467.250 5.691 16.993 12/22/2011 12:52:12.005 467.500 5.693 16.999 12/22/2011 12:52:12.255 467.750 5.695 17.005 12/22/2011 12:52:12.505 468.000 5.692 16.998 12/22/2011 12:52:12.755 468.250 5.694 17.003 12/22/2011 12:52:13.005 468.500 5.693 16.999 12/22/2011 12:52:13.255 468.750 5.697 17.011 12/22/2011 12:52:13.505 469.000 5.694 17.003 12/22/2011 12:52:13.755 469.250 5.692 16.996 12/22/2011 12:52:14.005 469.500 5.697 17.010 12/22/2011 12:52:14.255 469.750 5.693 16.999 12/22/2011 12:52:14.505 470.000 5.695 17.004 12/22/2011 12:52:14.755 470.250 5.694 17.002 12/22/2011 12:52:15.005 470.500 5.694 17.003 12/22/2011 12:52:15.255 470.750 5.693 17.001 12/22/2011 12:52:15.505 471.000 5.692 16.998 12/22/2011 12:52:15.755 471.250 5.688 16.985 12/22/2011 12:52:16.005 471.500 5.690 16.990 12/22/2011 12:52:16.255 471.750 5.692 16.997 12/22/2011 12:52:16.505 472.000 5.692 16.996 12/22/2011 12:52:16.755 472.250 5.690 16.991 12/22/2011 12:52:17.005 472.500 5.693 17.000 12/22/2011 12:52:17.255 472.750 5.695 17.005 12/22/2011 12:52:17.505 473.000 5.694 17.003 12/22/2011 12:52:17.755 473.250 5.694 17.003 12/22/2011 12:52:18.005 473.500 5.695 17.005 12/22/2011 12:52:18.255 473.750 5.690 16.990 12/22/2011 12:52:18.505 474.000 5.693 17.001 12/22/2011 12:52:18.755 474.250 5.695 17.005 12/22/2011 12:52:19.005 474.500 5.692 16.996 12/22/2011 12:52:19.255 474.750 5.694 17.002 12/22/2011 12:52:19.505 475.000 5.695 17.005 12/22/2011 12:52:19.755 475.250 5.694 17.002 12/22/2011 12:52:20.005 475.500 5.694 17.004 12/22/2011 12:52:20.255 475.750 5.691 16.993 12/22/2011 12:52:20.505 476.000 5.689 16.989 12/22/2011 12:52:20.755 476.250 5.692 16.997 12/22/2011 12:52:21.005 476.500 5.695 17.006 12/22/2011 12:52:21.255 476.750 5.694 17.003 12/22/2011 12:52:21.505 477.000 5.698 17.014 12/22/2011 12:52:21.755 477.250 5.690 16.992 12/22/2011 12:52:22.005 477.500 5.693 16.999 12/22/2011 12:52:22.255 477.750 5.696 17.010 12/22/2011 12:52:22.505 478.000 5.693 17.000 12/22/2011 12:52:22.755 478.250 5.692 16.997 12/22/2011 12:52:23.005 478.500 5.696 17.007 12/22/2011 12:52:23.255 478.750 5.695 17.005 12/22/2011 12:52:23.505 479.000 5.698 17.016 12/22/2011 12:52:23.755 479.250 5.695 17.006 12/22/2011 12:52:24.005 479.500 5.694 17.002 12/22/2011 12:52:24.255 479.750 5.697 17.011 12/22/2011 12:52:24.505 480.000 5.694 17.001 12/22/2011 12:52:24.755 480.250 5.695 17.006 12/22/2011 12:52:25.005 480.500 5.696 17.008 12/22/2011 12:52:25.255 480.750 5.692 16.997 12/22/2011 12:52:25.505 481.000 5.697 17.013 12/22/2011 12:52:25.755 481.250 5.695 17.005 12/22/2011 12:52:26.005 481.500 5.695 17.006 12/22/2011 12:52:26.255 481.750 5.696 17.009 12/22/2011 12:52:26.505 482.000 5.691 16.994 12/22/2011 12:52:26.755 482.250 5.692 16.998 12/22/2011 12:52:27.005 482.500 5.694 17.003 12/22/2011 12:52:27.255 482.750 5.698 17.016 12/22/2011 12:52:27.505 483.000 5.693 17.001 12/22/2011 12:52:27.755 483.250 5.693 17.001 12/22/2011 12:52:28.005 483.500 5.691 16.995 12/22/2011 12:52:28.255 483.750 5.691 16.992 12/22/2011 12:52:28.505 484.000 5.693 17.000 12/22/2011 12:52:28.755 484.250 5.694 17.002 12/22/2011 12:52:29.005 484.500 5.692 16.998 12/22/2011 12:52:29.255 484.750 5.693 16.999 12/22/2011 12:52:29.505 485.000 5.692 16.997 12/22/2011 12:52:29.755 485.250 5.692 16.998 12/22/2011 12:52:30.005 485.500 5.695 17.005 12/22/2011 12:52:30.255 485.750 5.692 16.998 12/22/2011 12:52:30.505 486.000 5.695 17.006 12/22/2011 12:52:30.755 486.250 5.692 16.997 12/22/2011 12:52:31.005 486.500 5.690 16.992 12/22/2011 12:52:31.255 486.750 5.696 17.010 12/22/2011 12:52:31.505 487.000 5.694 17.003

12/22/2011 12:52:31.755 487.250 5.697 17.011 12/22/2011 12:52:32.005 487.500 5.704 17.032 12/22/2011 12:52:32.255 487.750 5.695 17.006 12/22/2011 12:52:32.505 488.000 5.695 17.006 12/22/2011 12:52:32.755 488.250 5.693 16.999 12/22/2011 12:52:33.005 488.500 5.692 16.997 12/22/2011 12:52:33.255 488.750 5.695 17.005 12/22/2011 12:52:33.505 489.000 5.693 17.000 12/22/2011 12:52:33.755 489.250 5.690 16.992 12/22/2011 12:52:34.005 489.500 5.696 17.009 12/22/2011 12:52:34.255 489.750 5.697 17.010 12/22/2011 12:52:34.505 490.000 5.694 17.004 12/22/2011 12:52:34.755 490.250 5.696 17.009 12/22/2011 12:52:35.005 490.500 5.696 17.009 12/22/2011 12:52:35.255 490.750 5.698 17.015 12/22/2011 12:52:35.505 491.000 5.695 17.004 12/22/2011 12:52:35.755 491.250 5.696 17.008 12/22/2011 12:52:36.005 491.500 5.695 17.005 12/22/2011 12:52:36.255 491.750 5.695 17.005 12/22/2011 12:52:36.505 492.000 5.697 17.012 12/22/2011 12:52:36.755 492.250 5.694 17.003 12/22/2011 12:52:37.005 492.500 5.695 17.006 12/22/2011 12:52:37.255 492.750 5.693 16.999 12/22/2011 12:52:37.505 493.000 5.695 17.005 12/22/2011 12:52:37.755 493.250 5.693 17.001 12/22/2011 12:52:38.005 493.500 5.692 16.998 12/22/2011 12:52:38.255 493.750 5.693 17.000 12/22/2011 12:52:38.505 494.000 5.693 16.999 12/22/2011 12:52:38.755 494.250 5.692 16.997 12/22/2011 12:52:39.005 494.500 5.695 17.005 12/22/2011 12:52:39.255 494.750 5.697 17.012 12/22/2011 12:52:39.505 495.000 5.694 17.003 12/22/2011 12:52:39.755 495.250 5.698 17.016 12/22/2011 12:52:40.005 495.500 5.692 16.998 12/22/2011 12:52:40.255 495.750 5.691 16.994 12/22/2011 12:52:40.505 496.000 5.695 17.005 12/22/2011 12:52:40.755 496.250 5.692 16.998 12/22/2011 12:52:41.005 496.500 5.689 16.989 12/22/2011 12:52:41.255 496.750 5.692 16.996 12/22/2011 12:52:41.505 497.000 5.692 16.997 12/22/2011 12:52:41.755 497.250 5.693 16.999 12/22/2011 12:52:42.005 497.500 5.690 16.991 12/22/2011 12:52:42.255 497.750 5.693 16.999 12/22/2011 12:52:42.505 498.000 5.693 17.001 12/22/2011 12:52:42.755 498.250 5.695 17.005 12/22/2011 12:52:43.005 498.500 5.697 17.010 12/22/2011 12:52:43.255 498.750 5.695 17.007 12/22/2011 12:52:43.505 499.000 5.695 17.007 12/22/2011 12:52:43.755 499.250 5.697 17.011 12/22/2011 12:52:44.005 499.500 5.694 17.002 12/22/2011 12:52:44.255 499.750 5.694 17.003 12/22/2011 12:52:44.505 500.000 5.693 16.999 12/22/2011 12:52:44.755 500.250 5.697 17.012 12/22/2011 12:52:45.005 500.500 5.698 17.014 12/22/2011 12:52:45.255 500.750 5.697 17.010 12/22/2011 12:52:45.505 501.000 5.695 17.004 12/22/2011 12:52:45.755 501.250 5.696 17.008 12/22/2011 12:52:46.005 501.500 5.691 16.994 12/22/2011 12:52:46.255 501.750 5.696 17.008 12/22/2011 12:52:46.505 502.000 5.694 17.002 12/22/2011 12:52:46.755 502.250 5.692 16.996 12/22/2011 12:52:47.005 502.500 5.697 17.011 12/22/2011 12:52:47.255 502.750 5.696 17.008 12/22/2011 12:52:47.505 503.000 5.697 17.012 12/22/2011 12:52:47.755 503.250 5.695 17.006 12/22/2011 12:52:48.005 503.500 5.695 17.005 12/22/2011 12:52:48.255 503.750 5.695 17.006 12/22/2011 12:52:48.505 504.000 5.694 17.002 12/22/2011 12:52:48.755 504.250 5.693 16.999 12/22/2011 12:52:49.005 504.500 5.691 16.995 12/22/2011 12:52:49.255 504.750 5.693 17.000 12/22/2011 12:52:49.505 505.000 5.691 16.992 12/22/2011 12:52:49.755 505.250 5.691 16.993 12/22/2011 12:52:50.005 505.500 5.694 17.004 12/22/2011 12:52:50.255 505.750 5.696 17.010 12/22/2011 12:52:50.505 506.000 5.696 17.008 12/22/2011 12:52:50.755 506.250 5.694 17.002 12/22/2011 12:52:51.005 506.500 5.694 17.001 12/22/2011 12:52:51.255 506.750 5.694 17.002 12/22/2011 12:52:51.505 507.000 5.693 17.001 12/22/2011 12:52:51.755 507.250 5.694 17.001

12/22/2011 12:52:52.005 507.500 5.692 16.997 12/22/2011 12:52:52.255 507.750 5.693 17.000 12/22/2011 12:52:52.505 508.000 5.695 17.005 12/22/2011 12:52:52.755 508.250 5.691 16.995 12/22/2011 12:52:53.005 508.500 5.693 17.001 12/22/2011 12:52:53.255 508.750 5.707 17.043 12/22/2011 12:52:53.505 509.000 5.696 17.010 12/22/2011 12:52:53.755 509.250 5.695 17.007 12/22/2011 12:52:54.005 509.500 5.696 17.009 12/22/2011 12:52:54.255 509.750 5.693 17.001 12/22/2011 12:52:54.505 510.000 5.692 16.996 12/22/2011 12:52:54.755 510.250 5.699 17.017 12/22/2011 12:52:55.005 510.500 5.691 16.995 12/22/2011 12:52:55.255 510.750 5.695 17.006 12/22/2011 12:52:55.505 511.000 5.697 17.012 12/22/2011 12:52:55.755 511.250 5.697 17.012 12/22/2011 12:52:56.005 511.500 5.695 17.006 12/22/2011 12:52:56.255 511.750 5.698 17.015 12/22/2011 12:52:56.505 512.000 5.694 17.004 12/22/2011 12:52:56.755 512.250 5.694 17.003 12/22/2011 12:52:57.005 512.500 5.694 17.002 12/22/2011 12:52:57.255 512.750 5.696 17.009 12/22/2011 12:52:57.505 513.000 5.694 17.001 12/22/2011 12:52:57.755 513.250 5.691 16.994 12/22/2011 12:52:58.005 513.500 5.696 17.009 12/22/2011 12:52:58.255 513.750 5.697 17.012 12/22/2011 12:52:58.505 514.000 5.693 16.999 12/22/2011 12:52:58.755 514.250 5.695 17.004 12/22/2011 12:52:59.005 514.500 5.693 17.000 12/22/2011 12:52:59.255 514.750 5.693 17.000 12/22/2011 12:52:59.505 515.000 5.691 16.993 12/22/2011 12:52:59.755 515.250 5.695 17.006 12/22/2011 12:53:00.005 515.500 5.693 17.001 12/22/2011 12:53:00.255 515.750 5.695 17.004 12/22/2011 12:53:00.505 516.000 5.696 17.008 12/22/2011 12:53:00.755 516.250 5.696 17.009 12/22/2011 12:53:01.005 516.500 5.695 17.007 12/22/2011 12:53:01.255 516.750 5.697 17.011 12/22/2011 12:53:01.505 517.000 5.695 17.006 12/22/2011 12:53:01.755 517.250 5.695 17.005 12/22/2011 12:53:02.005 517.500 5.690 16.991 12/22/2011 12:53:02.255 517.750 5.693 17.001 12/22/2011 12:53:02.505 518.000 5.695 17.004 12/22/2011 12:53:02.755 518.250 5.696 17.007 12/22/2011 12:53:03.005 518.500 5.694 17.003 12/22/2011 12:53:03.255 518.750 5.695 17.005 12/22/2011 12:53:03.505 519.000 5.694 17.004 12/22/2011 12:53:03.755 519.250 5.696 17.010 12/22/2011 12:53:04.005 519.500 5.695 17.006 12/22/2011 12:53:04.255 519.750 5.695 17.007 12/22/2011 12:53:04.505 520.000 5.694 17.004 12/22/2011 12:53:04.755 520.250 5.696 17.009 12/22/2011 12:53:05.005 520.500 5.694 17.003 12/22/2011 12:53:05.255 520.750 5.695 17.005 12/22/2011 12:53:05.505 521.000 5.694 17.004 12/22/2011 12:53:05.755 521.250 5.696 17.009 12/22/2011 12:53:06.005 521.500 5.695 17.007 12/22/2011 12:53:06.255 521.750 5.694 17.003 12/22/2011 12:53:06.505 522.000 5.695 17.005 12/22/2011 12:53:06.755 522.250 5.694 17.002 12/22/2011 12:53:07.005 522.500 5.693 17.000 12/22/2011 12:53:07.255 522.750 5.694 17.003 12/22/2011 12:53:07.505 523.000 5.695 17.005 12/22/2011 12:53:07.755 523.250 5.694 17.001 12/22/2011 12:53:08.005 523.500 5.696 17.009 12/22/2011 12:53:08.255 523.750 5.695 17.005 12/22/2011 12:53:08.505 524.000 5.694 17.002 12/22/2011 12:53:08.755 524.250 5.696 17.010 12/22/2011 12:53:09.005 524.500 5.691 16.994 12/22/2011 12:53:09.255 524.750 5.692 16.996 12/22/2011 12:53:09.505 525.000 5.694 17.002 12/22/2011 12:53:09.755 525.250 5.695 17.005 12/22/2011 12:53:10.005 525.500 5.692 16.998 12/22/2011 12:53:10.255 525.750 5.694 17.002 12/22/2011 12:53:10.505 526.000 5.691 16.993 12/22/2011 12:53:10.755 526.250 5.693 17.001 12/22/2011 12:53:11.005 526.500 5.692 16.998 12/22/2011 12:53:11.255 526.750 5.695 17.005 12/22/2011 12:53:11.505 527.000 5.692 16.997 12/22/2011 12:53:11.755 527.250 5.691 16.994 12/22/2011 12:53:12.005 527.500 5.692 16.996

12/22/2011 12:53:12.255 527.750 5.693 17.001 12/22/2011 12:53:12.505 528.000 5.694 17.004 12/22/2011 12:53:12.755 528.250 5.696 17.010 12/22/2011 12:53:13.005 528.500 5.690 16.990 12/22/2011 12:53:13.255 528.750 5.692 16.996 12/22/2011 12:53:13.505 529.000 5.693 16.998 12/22/2011 12:53:13.755 529.250 5.693 16.998 12/22/2011 12:53:14.005 529.500 5.696 17.008 12/22/2011 12:53:14.255 529.750 5.690 16.990 12/22/2011 12:53:14.505 530.000 5.705 17.037 12/22/2011 12:53:14.755 530.250 5.697 17.011 12/22/2011 12:53:15.005 530.500 5.694 17.004 12/22/2011 12:53:15.255 530.750 5.692 16.996 12/22/2011 12:53:15.505 531.000 5.691 16.994 12/22/2011 12:53:15.755 531.250 5.695 17.007 12/22/2011 12:53:16.005 531.500 5.696 17.007 12/22/2011 12:53:16.255 531.750 5.694 17.002 12/22/2011 12:53:16.505 532.000 5.695 17.005 12/22/2011 12:53:16.755 532.250 5.693 17.001 12/22/2011 12:53:17.005 532.500 5.689 16.989 12/22/2011 12:53:17.255 532.750 5.693 16.999 12/22/2011 12:53:17.505 533.000 5.697 17.011 12/22/2011 12:53:17.755 533.250 5.694 17.003 12/22/2011 12:53:18.005 533.500 5.693 17.001 12/22/2011 12:53:18.255 533.750 5.694 17.003 12/22/2011 12:53:18.505 534.000 5.692 16.996 12/22/2011 12:53:18.755 534.250 5.692 16.998 12/22/2011 12:53:19.005 534.500 5.691 16.993 12/22/2011 12:53:19.255 534.750 5.692 16.998 12/22/2011 12:53:19.505 535.000 5.694 17.002 12/22/2011 12:53:19.755 535.250 5.692 16.998 12/22/2011 12:53:20.005 535.500 5.691 16.994 12/22/2011 12:53:20.255 535.750 5.691 16.993 12/22/2011 12:53:20.505 536.000 5.692 16.996 12/22/2011 12:53:20.755 536.250 5.693 17.000 12/22/2011 12:53:21.005 536.500 5.693 17.001 12/22/2011 12:53:21.255 536.750 5.693 17.001 12/22/2011 12:53:21.505 537.000 5.693 16.999 12/22/2011 12:53:21.755 537.250 5.691 16.993 12/22/2011 12:53:22.005 537.500 5.693 17.001 12/22/2011 12:53:22.255 537.750 5.691 16.993 12/22/2011 12:53:22.505 538.000 5.694 17.003 12/22/2011 12:53:22.755 538.250 5.692 16.996 12/22/2011 12:53:23.005 538.500 5.692 16.996 12/22/2011 12:53:23.255 538.750 5.695 17.005 12/22/2011 12:53:23.505 539.000 5.694 17.002 12/22/2011 12:53:23.755 539.250 5.693 16.999 12/22/2011 12:53:24.005 539.500 5.694 17.003 12/22/2011 12:53:24.255 539.750 5.694 17.003 12/22/2011 12:53:24.505 540.000 5.695 17.007 12/22/2011 12:53:24.755 540.250 5.694 17.004 12/22/2011 12:53:25.005 540.500 5.696 17.009 12/22/2011 12:53:25.255 540.750 5.695 17.005 12/22/2011 12:53:25.505 541.000 5.695 17.005 12/22/2011 12:53:25.755 541.250 5.696 17.007 12/22/2011 12:53:26.005 541.500 5.695 17.005 12/22/2011 12:53:26.255 541.750 5.694 17.002 12/22/2011 12:53:26.505 542.000 5.695 17.006 12/22/2011 12:53:26.755 542.250 5.693 16.999 12/22/2011 12:53:27.005 542.500 5.695 17.005 12/22/2011 12:53:27.255 542.750 5.692 16.997 12/22/2011 12:53:27.505 543.000 5.696 17.008 12/22/2011 12:53:27.755 543.250 5.696 17.010 12/22/2011 12:53:28.005 543.500 5.694 17.003 12/22/2011 12:53:28.255 543.750 5.693 16.999 12/22/2011 12:53:28.505 544.000 5.691 16.993 12/22/2011 12:53:28.755 544.250 5.694 17.002 12/22/2011 12:53:29.005 544.500 5.694 17.002 12/22/2011 12:53:29.255 544.750 5.693 17.001 12/22/2011 12:53:29.505 545.000 5.693 17.001 12/22/2011 12:53:29.755 545.250 5.693 17.000 12/22/2011 12:53:30.005 545.500 5.693 17.000 12/22/2011 12:53:30.255 545.750 5.694 17.003 12/22/2011 12:53:30.505 546.000 5.694 17.003 12/22/2011 12:53:30.755 546.250 5.691 16.993 12/22/2011 12:53:31.005 546.500 5.693 17.000 12/22/2011 12:53:31.255 546.750 5.695 17.005 12/22/2011 12:53:31.505 547.000 5.692 16.997 12/22/2011 12:53:31.755 547.250 5.693 16.999 12/22/2011 12:53:32.005 547.500 5.691 16.995 12/22/2011 12:53:32.255 547.750 5.693 16.999

12/22/2011 12:53:32.505 548.000 5.693 17.000 12/22/2011 12:53:32.755 548.250 5.691 16.993 12/22/2011 12:53:33.005 548.500 5.693 17.001 12/22/2011 12:53:33.255 548.750 5.690 16.992 12/22/2011 12:53:33.505 549.000 5.694 17.003 12/22/2011 12:53:33.755 549.250 5.693 16.999 12/22/2011 12:53:34.005 549.500 5.691 16.994 12/22/2011 12:53:34.255 549.750 5.692 16.998 12/22/2011 12:53:34.505 550.000 5.696 17.008 12/22/2011 12:53:34.755 550.250 5.696 17.010 12/22/2011 12:53:35.017 550.512 5.692 16.998 12/22/2011 12:53:35.255 550.750 5.694 17.002 12/22/2011 12:53:35.505 551.000 5.688 16.985 12/22/2011 12:53:35.755 551.250 5.691 16.995 12/22/2011 12:53:36.012 551.507 5.694 17.004 12/22/2011 12:53:36.255 551.750 5.695 17.007 12/22/2011 12:53:36.505 552.000 5.693 16.999 12/22/2011 12:53:36.755 552.250 5.692 16.997 12/22/2011 12:53:37.005 552.500 5.693 17.001 12/22/2011 12:53:37.255 552.750 5.694 17.003 12/22/2011 12:53:37.505 553.000 5.690 16.991 12/22/2011 12:53:37.755 553.250 5.692 16.997 12/22/2011 12:53:38.005 553.500 5.693 16.999 12/22/2011 12:53:38.255 553.750 5.691 16.994 12/22/2011 12:53:38.505 554.000 5.694 17.001 12/22/2011 12:53:38.755 554.250 5.694 17.004 12/22/2011 12:53:39.005 554.500 5.695 17.004 12/22/2011 12:53:39.255 554.750 5.691 16.994 12/22/2011 12:53:39.505 555.000 5.690 16.992 12/22/2011 12:53:39.755 555.250 5.691 16.993 12/22/2011 12:53:40.005 555.500 5.692 16.998 12/22/2011 12:53:40.255 555.750 5.695 17.006 12/22/2011 12:53:40.505 556.000 5.692 16.997 12/22/2011 12:53:40.755 556.250 5.692 16.996 12/22/2011 12:53:41.005 556.500 5.693 17.001 12/22/2011 12:53:41.255 556.750 5.692 16.997 12/22/2011 12:53:41.505 557.000 5.690 16.992 12/22/2011 12:53:41.755 557.250 5.693 17.000

SM-GW3A Report Date: 1/10/2012 14:35:59 Report User Name: bdershowitz Report Computer Name: SEA1-L-BDERSH Application: WinSitu.exe Application Version: 5.6.21.0 Log File Properties:

File Name: MW-3.wsl Create Date: 12/22/2011 12:17:37 Device Properties:

Device: Level TROLL 700 Site: Shine MW-2 Device Name:

Serial Number: 135443 Firmware Version: 2.07 Hardware Version: 3 Device Address: 1 Device Comm Cfg: 19200,8,Even,1,(Modbus-RTU)

Used Memory(%): 92 Used Battery(%): 20 Log Configuration Log Name: MW-2 Created By: SHeuer Computer Name: WOO1-L-SHEUER Application: WinSitu.exe Application Version: 5.6.21.0 Create Date: 12/22/2011 12:11:54 Pacific Standard Time Log Setup Time Zone: Central Standard Time Notes Size(bytes): 4096 Overwrite when full: Disabled Scheduled Start Time: Manual Start Scheduled Stop Time: No Stop Time Type: Fast Linear Interval: Days: 0 hrs: 00 mins: 00 secs: 00.250 Level Reference Settings At Log Creation Level Measurement Mode: Depth Specific Gravity: 0.999 Other Log Settings Depth of Probe: 5.36596 (ft)

Head Pressure: 16.0232 (kPa)

Temperature: 10.0007 (C)

Log Notes:

Date and Time Note 12/22/2011 12:12:00 Sensor SN: 135443 Factory calibration has expired.: 8/19/2009 3:59:36 12/22/2011 12:12:00 Used Battery: 20% Used Memory: 93% User Name: SHeuer 12/22/2011 12:12:43 Manual Start Command 12/22/2011 12:16:46 Used Battery: 20% Used Memory: 93% User Name: SHeuer 12/22/2011 12:16:47 Manual Stop Command Log Data:

Record Count: 974 Sensors: 1 1 - 135443: Pressure/Temp 30 PSIG (21m/69ft)

Time Zone: Pacific Standard Time Sensor: Pres(G) 69ft Sensor: Pres(G) 69ft Elapsed Time SN#: 135443 SN#: 135443 Date and Time Seconds Depth (ft) Pressure (kPa) 12/22/2011 12:12:43.841 0.000 5.377 16.057 12/22/2011 12:12:44.092 0.251 5.376 16.053 12/22/2011 12:12:44.342 0.501 5.375 16.049 12/22/2011 12:12:44.592 0.751 5.377 16.055 12/22/2011 12:12:44.842 1.001 5.375 16.051

12/22/2011 12:12:45.092 1.251 5.375 16.051 12/22/2011 12:12:45.342 1.501 5.376 16.054 12/22/2011 12:12:45.592 1.751 5.373 16.044 12/22/2011 12:12:45.842 2.001 5.374 16.047 12/22/2011 12:12:46.092 2.251 5.376 16.052 12/22/2011 12:12:46.342 2.501 5.375 16.051 12/22/2011 12:12:46.592 2.751 5.614 16.765 12/22/2011 12:12:46.842 3.001 5.834 17.421 12/22/2011 12:12:47.092 3.251 5.454 16.286 12/22/2011 12:12:47.342 3.501 5.389 16.091 12/22/2011 12:12:47.592 3.751 5.364 16.018 12/22/2011 12:12:47.842 4.001 5.389 16.093 12/22/2011 12:12:48.092 4.251 5.389 16.093 12/22/2011 12:12:48.342 4.501 5.396 16.113 12/22/2011 12:12:48.592 4.751 5.386 16.084 12/22/2011 12:12:48.842 5.001 5.380 16.065 12/22/2011 12:12:49.250 5.409 5.381 16.068 12/22/2011 12:12:49.469 5.628 5.381 16.068 12/22/2011 12:12:49.687 5.846 5.379 16.061 12/22/2011 12:12:49.906 6.065 5.378 16.058 12/22/2011 12:12:50.124 6.283 5.384 16.077 12/22/2011 12:12:50.343 6.502 5.382 16.070 12/22/2011 12:12:50.592 6.751 5.381 16.067 12/22/2011 12:12:50.842 7.001 5.382 16.071 12/22/2011 12:12:51.092 7.251 5.381 16.069 12/22/2011 12:12:51.342 7.501 5.379 16.062 12/22/2011 12:12:51.592 7.751 5.380 16.065 12/22/2011 12:12:51.842 8.001 5.378 16.060 12/22/2011 12:12:52.092 8.251 5.379 16.062 12/22/2011 12:12:52.342 8.501 5.376 16.052 12/22/2011 12:12:52.592 8.751 5.377 16.056 12/22/2011 12:12:52.842 9.001 5.378 16.058 12/22/2011 12:12:53.092 9.251 5.376 16.054 12/22/2011 12:12:53.342 9.501 5.378 16.058 12/22/2011 12:12:53.592 9.751 5.377 16.055 12/22/2011 12:12:53.842 10.001 5.376 16.053 12/22/2011 12:12:54.092 10.251 5.378 16.058 12/22/2011 12:12:54.342 10.501 5.375 16.051 12/22/2011 12:12:54.592 10.751 5.378 16.059 12/22/2011 12:12:54.842 11.001 5.375 16.051 12/22/2011 12:12:55.092 11.251 5.377 16.057 12/22/2011 12:12:55.342 11.501 5.376 16.055 12/22/2011 12:12:55.592 11.751 5.376 16.052 12/22/2011 12:12:55.842 12.001 5.378 16.058 12/22/2011 12:12:56.092 12.251 5.377 16.057 12/22/2011 12:12:56.342 12.501 5.376 16.052 12/22/2011 12:12:56.592 12.751 5.374 16.047 12/22/2011 12:12:56.842 13.001 5.376 16.053 12/22/2011 12:12:57.092 13.251 5.378 16.059 12/22/2011 12:12:57.342 13.501 5.377 16.055 12/22/2011 12:12:57.592 13.751 5.373 16.044 12/22/2011 12:12:57.842 14.001 5.375 16.050 12/22/2011 12:12:58.092 14.251 5.372 16.042 12/22/2011 12:12:58.342 14.501 5.375 16.050 12/22/2011 12:12:58.592 14.751 5.376 16.052 12/22/2011 12:12:58.842 15.001 5.375 16.050 12/22/2011 12:12:59.092 15.251 5.371 16.039 12/22/2011 12:12:59.342 15.501 5.374 16.046 12/22/2011 12:12:59.592 15.751 5.376 16.053 12/22/2011 12:12:59.842 16.001 5.375 16.049 12/22/2011 12:13:00.092 16.251 5.373 16.044 12/22/2011 12:13:00.342 16.501 5.375 16.050 12/22/2011 12:13:00.592 16.751 5.374 16.048 12/22/2011 12:13:00.842 17.001 5.374 16.046 12/22/2011 12:13:01.092 17.251 5.372 16.042 12/22/2011 12:13:01.342 17.501 5.374 16.047 12/22/2011 12:13:01.592 17.751 5.372 16.041 12/22/2011 12:13:01.842 18.001 5.372 16.041 12/22/2011 12:13:02.092 18.251 5.376 16.052 12/22/2011 12:13:02.342 18.501 5.371 16.039 12/22/2011 12:13:02.592 18.751 5.374 16.046 12/22/2011 12:13:02.842 19.001 5.374 16.047 12/22/2011 12:13:03.092 19.251 5.373 16.044 12/22/2011 12:13:03.342 19.501 5.374 16.048 12/22/2011 12:13:03.592 19.751 5.374 16.046 12/22/2011 12:13:03.842 20.001 5.375 16.049 12/22/2011 12:13:04.092 20.251 5.371 16.037 12/22/2011 12:13:04.342 20.501 5.373 16.044 12/22/2011 12:13:04.592 20.751 5.372 16.040 12/22/2011 12:13:04.842 21.001 5.372 16.041 12/22/2011 12:13:05.092 21.251 5.373 16.043

12/22/2011 12:13:05.342 21.501 5.371 16.037 12/22/2011 12:13:05.592 21.751 5.371 16.038 12/22/2011 12:13:05.842 22.001 5.373 16.044 12/22/2011 12:13:06.092 22.251 5.371 16.039 12/22/2011 12:13:06.342 22.501 5.372 16.041 12/22/2011 12:13:06.592 22.751 5.373 16.044 12/22/2011 12:13:06.842 23.001 5.373 16.043 12/22/2011 12:13:07.092 23.251 5.369 16.033 12/22/2011 12:13:07.342 23.501 5.371 16.037 12/22/2011 12:13:07.592 23.751 5.374 16.046 12/22/2011 12:13:07.842 24.001 5.372 16.040 12/22/2011 12:13:08.092 24.251 5.373 16.046 12/22/2011 12:13:08.342 24.501 5.373 16.045 12/22/2011 12:13:08.592 24.751 5.373 16.046 12/22/2011 12:13:08.842 25.001 5.371 16.038 12/22/2011 12:13:09.092 25.251 5.373 16.045 12/22/2011 12:13:09.342 25.501 5.373 16.044 12/22/2011 12:13:09.592 25.751 5.373 16.045 12/22/2011 12:13:09.842 26.001 5.371 16.037 12/22/2011 12:13:10.092 26.251 5.369 16.032 12/22/2011 12:13:10.342 26.501 5.372 16.041 12/22/2011 12:13:10.592 26.751 5.370 16.035 12/22/2011 12:13:10.842 27.001 5.370 16.035 12/22/2011 12:13:11.092 27.251 5.375 16.050 12/22/2011 12:13:11.342 27.501 5.373 16.044 12/22/2011 12:13:11.592 27.751 5.370 16.034 12/22/2011 12:13:11.842 28.001 5.373 16.044 12/22/2011 12:13:12.092 28.251 5.368 16.031 12/22/2011 12:13:12.342 28.501 5.369 16.033 12/22/2011 12:13:12.592 28.751 5.369 16.033 12/22/2011 12:13:12.842 29.001 5.372 16.042 12/22/2011 12:13:13.092 29.251 5.372 16.040 12/22/2011 12:13:13.342 29.501 5.373 16.045 12/22/2011 12:13:13.592 29.751 5.371 16.037 12/22/2011 12:13:13.842 30.001 5.369 16.031 12/22/2011 12:13:14.092 30.251 5.372 16.042 12/22/2011 12:13:14.342 30.501 5.372 16.042 12/22/2011 12:13:14.592 30.751 5.373 16.044 12/22/2011 12:13:14.842 31.001 5.368 16.029 12/22/2011 12:13:15.092 31.251 5.371 16.038 12/22/2011 12:13:15.342 31.501 5.373 16.044 12/22/2011 12:13:15.592 31.751 5.372 16.042 12/22/2011 12:13:15.842 32.001 5.371 16.039 12/22/2011 12:13:16.092 32.251 5.372 16.041 12/22/2011 12:13:16.342 32.501 5.371 16.037 12/22/2011 12:13:16.592 32.751 5.372 16.042 12/22/2011 12:13:16.842 33.001 5.374 16.046 12/22/2011 12:13:17.092 33.251 5.369 16.033 12/22/2011 12:13:17.342 33.501 5.373 16.044 12/22/2011 12:13:17.592 33.751 5.372 16.041 12/22/2011 12:13:17.842 34.001 5.374 16.047 12/22/2011 12:13:18.092 34.251 5.368 16.030 12/22/2011 12:13:18.342 34.501 5.371 16.040 12/22/2011 12:13:18.592 34.751 5.371 16.039 12/22/2011 12:13:18.842 35.001 5.370 16.034 12/22/2011 12:13:19.092 35.251 5.370 16.034 12/22/2011 12:13:19.342 35.501 5.371 16.039 12/22/2011 12:13:19.592 35.751 5.371 16.037 12/22/2011 12:13:19.842 36.001 5.372 16.040 12/22/2011 12:13:20.092 36.251 5.373 16.044 12/22/2011 12:13:20.342 36.501 5.371 16.039 12/22/2011 12:13:20.592 36.751 5.371 16.038 12/22/2011 12:13:20.842 37.001 5.371 16.038 12/22/2011 12:13:21.092 37.251 5.372 16.042 12/22/2011 12:13:21.342 37.501 5.371 16.038 12/22/2011 12:13:21.592 37.751 5.369 16.032 12/22/2011 12:13:21.842 38.001 5.372 16.040 12/22/2011 12:13:22.092 38.251 5.369 16.032 12/22/2011 12:13:22.342 38.501 5.367 16.027 12/22/2011 12:13:22.592 38.751 5.370 16.036 12/22/2011 12:13:22.842 39.001 5.372 16.043 12/22/2011 12:13:23.092 39.251 5.371 16.039 12/22/2011 12:13:23.342 39.501 5.369 16.031 12/22/2011 12:13:23.592 39.751 5.371 16.039 12/22/2011 12:13:23.842 40.001 5.370 16.036 12/22/2011 12:13:24.092 40.251 5.367 16.027 12/22/2011 12:13:24.342 40.501 5.371 16.040 12/22/2011 12:13:24.592 40.751 5.368 16.029 12/22/2011 12:13:24.842 41.001 5.371 16.039 12/22/2011 12:13:25.092 41.251 5.369 16.033 12/22/2011 12:13:25.342 41.501 5.370 16.034

12/22/2011 12:13:25.592 41.751 5.368 16.028 12/22/2011 12:13:25.842 42.001 5.370 16.035 12/22/2011 12:13:26.092 42.251 5.372 16.041 12/22/2011 12:13:26.342 42.501 5.370 16.034 12/22/2011 12:13:26.592 42.751 5.368 16.030 12/22/2011 12:13:26.842 43.001 5.370 16.036 12/22/2011 12:13:27.092 43.251 5.372 16.040 12/22/2011 12:13:27.342 43.501 5.370 16.035 12/22/2011 12:13:27.592 43.751 5.368 16.028 12/22/2011 12:13:28.810 44.969 5.374 16.048 12/22/2011 12:13:29.030 45.189 5.373 16.044 12/22/2011 12:13:29.249 45.408 5.372 16.040 12/22/2011 12:13:29.469 45.628 5.374 16.047 12/22/2011 12:13:29.688 45.847 5.372 16.042 12/22/2011 12:13:29.908 46.067 5.370 16.034 12/22/2011 12:13:30.127 46.286 5.371 16.039 12/22/2011 12:13:30.347 46.506 5.374 16.047 12/22/2011 12:13:30.566 46.725 5.371 16.039 12/22/2011 12:13:30.784 46.943 5.371 16.040 12/22/2011 12:13:31.004 47.163 5.373 16.046 12/22/2011 12:13:31.223 47.382 5.368 16.028 12/22/2011 12:13:31.442 47.601 5.368 16.029 12/22/2011 12:13:31.660 47.819 5.373 16.045 12/22/2011 12:13:31.879 48.038 5.369 16.034 12/22/2011 12:13:32.099 48.258 5.369 16.031 12/22/2011 12:13:32.317 48.476 5.372 16.040 12/22/2011 12:13:32.536 48.695 5.370 16.034 12/22/2011 12:13:32.755 48.914 5.368 16.029 12/22/2011 12:13:32.974 49.133 5.369 16.034 12/22/2011 12:13:33.193 49.352 5.371 16.039 12/22/2011 12:13:33.411 49.570 5.373 16.043 12/22/2011 12:13:33.630 49.789 5.371 16.039 12/22/2011 12:13:33.848 50.007 5.370 16.035 12/22/2011 12:13:34.066 50.225 5.369 16.033 12/22/2011 12:13:34.285 50.444 5.372 16.040 12/22/2011 12:13:34.503 50.662 5.369 16.033 12/22/2011 12:13:34.722 50.881 5.367 16.028 12/22/2011 12:13:34.940 51.099 5.371 16.037 12/22/2011 12:13:35.159 51.318 5.373 16.044 12/22/2011 12:13:35.378 51.537 5.369 16.033 12/22/2011 12:13:35.597 51.756 5.371 16.037 12/22/2011 12:13:35.842 52.001 5.368 16.029 12/22/2011 12:13:36.092 52.251 5.367 16.025 12/22/2011 12:13:36.342 52.501 5.367 16.027 12/22/2011 12:13:36.592 52.751 5.371 16.037 12/22/2011 12:13:36.842 53.001 5.369 16.033 12/22/2011 12:13:37.092 53.251 5.370 16.034 12/22/2011 12:13:37.342 53.501 5.370 16.034 12/22/2011 12:13:37.592 53.751 5.370 16.036 12/22/2011 12:13:37.842 54.001 5.370 16.034 12/22/2011 12:13:38.092 54.251 5.369 16.033 12/22/2011 12:13:38.342 54.501 5.370 16.035 12/22/2011 12:13:38.592 54.751 5.370 16.035 12/22/2011 12:13:38.842 55.001 5.371 16.038 12/22/2011 12:13:39.092 55.251 5.373 16.044 12/22/2011 12:13:39.342 55.501 5.371 16.037 12/22/2011 12:13:39.592 55.751 5.108 15.252 12/22/2011 12:13:39.842 56.001 5.248 15.671 12/22/2011 12:13:40.092 56.251 5.373 16.046 12/22/2011 12:13:40.342 56.501 5.316 15.874 12/22/2011 12:13:40.592 56.751 5.158 15.402 12/22/2011 12:13:40.842 57.001 5.212 15.564 12/22/2011 12:13:41.092 57.251 5.272 15.741 12/22/2011 12:13:41.342 57.501 5.306 15.843 12/22/2011 12:13:41.592 57.751 5.325 15.900 12/22/2011 12:13:41.842 58.001 5.335 15.932 12/22/2011 12:13:42.092 58.251 5.343 15.955 12/22/2011 12:13:42.342 58.501 5.352 15.981 12/22/2011 12:13:42.592 58.751 5.353 15.985 12/22/2011 12:13:42.842 59.001 5.358 16.000 12/22/2011 12:13:43.092 59.251 5.360 16.006 12/22/2011 12:13:43.342 59.501 5.360 16.006 12/22/2011 12:13:43.592 59.751 5.362 16.011 12/22/2011 12:13:43.842 60.001 5.360 16.005 12/22/2011 12:13:44.092 60.251 5.363 16.013 12/22/2011 12:13:44.342 60.501 5.364 16.018 12/22/2011 12:13:44.592 60.751 5.365 16.021 12/22/2011 12:13:44.842 61.001 5.367 16.027 12/22/2011 12:13:45.092 61.251 5.364 16.018 12/22/2011 12:13:45.342 61.501 5.365 16.020 12/22/2011 12:13:45.592 61.751 5.363 16.015

12/22/2011 12:13:45.842 62.001 5.367 16.025 12/22/2011 12:13:46.092 62.251 5.366 16.024 12/22/2011 12:13:46.342 62.501 5.370 16.034 12/22/2011 12:13:46.592 62.751 5.368 16.029 12/22/2011 12:13:46.842 63.001 5.368 16.029 12/22/2011 12:13:47.092 63.251 5.369 16.032 12/22/2011 12:13:47.342 63.501 5.366 16.024 12/22/2011 12:13:47.592 63.751 5.368 16.029 12/22/2011 12:13:47.842 64.001 5.370 16.035 12/22/2011 12:13:48.092 64.251 5.367 16.025 12/22/2011 12:13:48.342 64.501 5.370 16.036 12/22/2011 12:13:48.592 64.751 5.370 16.034 12/22/2011 12:13:48.842 65.001 5.365 16.021 12/22/2011 12:13:49.092 65.251 5.370 16.035 12/22/2011 12:13:49.342 65.501 5.369 16.032 12/22/2011 12:13:49.592 65.751 5.370 16.036 12/22/2011 12:13:49.842 66.001 5.367 16.025 12/22/2011 12:13:50.092 66.251 5.369 16.033 12/22/2011 12:13:50.342 66.501 5.369 16.032 12/22/2011 12:13:50.592 66.751 5.369 16.031 12/22/2011 12:13:50.842 67.001 5.366 16.024 12/22/2011 12:13:51.092 67.251 5.366 16.023 12/22/2011 12:13:51.342 67.501 5.372 16.040 12/22/2011 12:13:51.592 67.751 5.371 16.037 12/22/2011 12:13:51.842 68.001 5.367 16.027 12/22/2011 12:13:52.092 68.251 5.369 16.033 12/22/2011 12:13:52.342 68.501 5.369 16.033 12/22/2011 12:13:52.592 68.751 5.370 16.034 12/22/2011 12:13:52.842 69.001 5.372 16.042 12/22/2011 12:13:53.092 69.251 5.369 16.031 12/22/2011 12:13:53.342 69.501 5.369 16.032 12/22/2011 12:13:53.592 69.751 5.370 16.035 12/22/2011 12:13:53.842 70.001 5.371 16.037 12/22/2011 12:13:54.092 70.251 5.367 16.028 12/22/2011 12:13:54.342 70.501 5.368 16.029 12/22/2011 12:13:54.592 70.751 5.368 16.030 12/22/2011 12:13:54.842 71.001 5.369 16.032 12/22/2011 12:13:55.092 71.251 5.370 16.035 12/22/2011 12:13:55.342 71.501 5.371 16.037 12/22/2011 12:13:55.592 71.751 5.369 16.031 12/22/2011 12:13:55.842 72.001 5.372 16.041 12/22/2011 12:13:56.092 72.251 5.369 16.033 12/22/2011 12:13:56.342 72.501 5.369 16.033 12/22/2011 12:13:56.592 72.751 5.373 16.044 12/22/2011 12:13:56.842 73.001 5.370 16.034 12/22/2011 12:13:57.092 73.251 5.372 16.042 12/22/2011 12:13:57.342 73.501 5.371 16.039 12/22/2011 12:13:57.592 73.751 5.368 16.028 12/22/2011 12:13:57.842 74.001 5.368 16.029 12/22/2011 12:13:58.092 74.251 5.366 16.023 12/22/2011 12:13:58.342 74.501 5.371 16.039 12/22/2011 12:13:58.592 74.751 5.368 16.029 12/22/2011 12:13:58.842 75.001 5.369 16.033 12/22/2011 12:13:59.092 75.251 5.371 16.039 12/22/2011 12:13:59.342 75.501 5.365 16.022 12/22/2011 12:13:59.592 75.751 5.368 16.029 12/22/2011 12:13:59.842 76.001 5.372 16.040 12/22/2011 12:14:00.092 76.251 5.369 16.032 12/22/2011 12:14:00.342 76.501 5.370 16.035 12/22/2011 12:14:00.592 76.751 5.371 16.038 12/22/2011 12:14:00.842 77.001 5.373 16.045 12/22/2011 12:14:01.092 77.251 5.371 16.037 12/22/2011 12:14:01.342 77.501 5.370 16.036 12/22/2011 12:14:01.592 77.751 5.366 16.024 12/22/2011 12:14:01.842 78.001 5.368 16.029 12/22/2011 12:14:02.092 78.251 5.369 16.033 12/22/2011 12:14:02.342 78.501 5.371 16.038 12/22/2011 12:14:02.592 78.751 5.368 16.028 12/22/2011 12:14:02.842 79.001 5.371 16.037 12/22/2011 12:14:03.092 79.251 5.373 16.043 12/22/2011 12:14:03.342 79.501 5.371 16.039 12/22/2011 12:14:03.592 79.751 5.370 16.035 12/22/2011 12:14:03.842 80.001 5.369 16.031 12/22/2011 12:14:04.092 80.251 5.368 16.028 12/22/2011 12:14:04.342 80.501 5.371 16.037 12/22/2011 12:14:04.592 80.751 5.369 16.032 12/22/2011 12:14:04.842 81.001 5.370 16.035 12/22/2011 12:14:05.092 81.251 5.368 16.029 12/22/2011 12:14:05.342 81.501 5.366 16.022 12/22/2011 12:14:05.592 81.751 5.372 16.041 12/22/2011 12:14:05.842 82.001 5.371 16.037

12/22/2011 12:14:06.092 82.251 5.367 16.026 12/22/2011 12:14:06.342 82.501 5.366 16.025 12/22/2011 12:14:06.592 82.751 5.372 16.041 12/22/2011 12:14:06.842 83.001 5.370 16.035 12/22/2011 12:14:07.092 83.251 5.369 16.031 12/22/2011 12:14:07.342 83.501 5.372 16.041 12/22/2011 12:14:07.592 83.751 5.368 16.029 12/22/2011 12:14:07.842 84.001 5.371 16.037 12/22/2011 12:14:08.092 84.251 5.370 16.035 12/22/2011 12:14:08.342 84.501 5.367 16.026 12/22/2011 12:14:08.592 84.751 5.367 16.027 12/22/2011 12:14:08.842 85.001 5.367 16.027 12/22/2011 12:14:09.092 85.251 5.370 16.035 12/22/2011 12:14:09.342 85.501 5.368 16.028 12/22/2011 12:14:09.592 85.751 5.369 16.033 12/22/2011 12:14:09.842 86.001 5.367 16.027 12/22/2011 12:14:10.092 86.251 5.369 16.032 12/22/2011 12:14:10.342 86.501 5.372 16.041 12/22/2011 12:14:10.592 86.751 5.368 16.028 12/22/2011 12:14:10.842 87.001 5.371 16.037 12/22/2011 12:14:11.092 87.251 5.370 16.036 12/22/2011 12:14:11.342 87.501 5.370 16.036 12/22/2011 12:14:11.592 87.751 5.367 16.025 12/22/2011 12:14:11.842 88.001 5.369 16.031 12/22/2011 12:14:12.092 88.251 5.370 16.036 12/22/2011 12:14:12.342 88.501 5.369 16.032 12/22/2011 12:14:12.592 88.751 5.369 16.032 12/22/2011 12:14:12.842 89.001 5.368 16.030 12/22/2011 12:14:13.092 89.251 5.366 16.025 12/22/2011 12:14:13.342 89.501 5.370 16.034 12/22/2011 12:14:13.592 89.751 5.369 16.033 12/22/2011 12:14:13.842 90.001 5.368 16.028 12/22/2011 12:14:14.092 90.251 5.370 16.034 12/22/2011 12:14:14.342 90.501 5.367 16.027 12/22/2011 12:14:14.592 90.751 5.369 16.032 12/22/2011 12:14:14.842 91.001 5.367 16.025 12/22/2011 12:14:15.092 91.251 5.367 16.027 12/22/2011 12:14:15.342 91.501 5.367 16.027 12/22/2011 12:14:15.592 91.751 5.368 16.028 12/22/2011 12:14:15.842 92.001 5.369 16.033 12/22/2011 12:14:16.092 92.251 5.368 16.029 12/22/2011 12:14:16.342 92.501 5.365 16.021 12/22/2011 12:14:16.592 92.751 5.368 16.029 12/22/2011 12:14:16.842 93.001 5.368 16.029 12/22/2011 12:14:17.092 93.251 5.368 16.028 12/22/2011 12:14:17.342 93.501 5.369 16.032 12/22/2011 12:14:17.592 93.751 5.368 16.028 12/22/2011 12:14:17.842 94.001 5.367 16.026 12/22/2011 12:14:18.092 94.251 5.369 16.033 12/22/2011 12:14:18.342 94.501 5.367 16.027 12/22/2011 12:14:18.592 94.751 5.366 16.024 12/22/2011 12:14:18.842 95.001 5.365 16.019 12/22/2011 12:14:19.092 95.251 5.368 16.028 12/22/2011 12:14:19.342 95.501 5.365 16.021 12/22/2011 12:14:19.592 95.751 5.370 16.036 12/22/2011 12:14:19.842 96.001 5.370 16.034 12/22/2011 12:14:20.092 96.251 5.368 16.029 12/22/2011 12:14:20.342 96.501 5.369 16.033 12/22/2011 12:14:20.592 96.751 5.368 16.028 12/22/2011 12:14:20.842 97.001 5.368 16.029 12/22/2011 12:14:21.092 97.251 5.369 16.033 12/22/2011 12:14:21.342 97.501 5.366 16.023 12/22/2011 12:14:21.592 97.751 5.368 16.028 12/22/2011 12:14:21.842 98.001 5.372 16.043 12/22/2011 12:14:22.092 98.251 5.372 16.042 12/22/2011 12:14:22.342 98.501 5.369 16.032 12/22/2011 12:14:22.592 98.751 5.368 16.028 12/22/2011 12:14:22.842 99.001 5.371 16.038 12/22/2011 12:14:23.092 99.251 5.369 16.033 12/22/2011 12:14:23.342 99.501 5.373 16.044 12/22/2011 12:14:23.592 99.751 5.369 16.032 12/22/2011 12:14:23.842 100.001 5.371 16.039 12/22/2011 12:14:24.092 100.251 5.371 16.037 12/22/2011 12:14:24.342 100.501 5.368 16.030 12/22/2011 12:14:24.592 100.751 5.370 16.035 12/22/2011 12:14:24.842 101.001 5.370 16.035 12/22/2011 12:14:25.092 101.251 5.368 16.030 12/22/2011 12:14:25.342 101.501 5.368 16.030 12/22/2011 12:14:25.592 101.751 5.369 16.033 12/22/2011 12:14:25.842 102.001 5.369 16.032 12/22/2011 12:14:26.092 102.251 5.368 16.029

12/22/2011 12:14:26.342 102.501 5.369 16.033 12/22/2011 12:14:26.592 102.751 5.367 16.025 12/22/2011 12:14:26.842 103.001 5.366 16.025 12/22/2011 12:14:27.092 103.251 5.365 16.021 12/22/2011 12:14:27.342 103.501 5.368 16.030 12/22/2011 12:14:27.592 103.751 5.368 16.030 12/22/2011 12:14:27.842 104.001 5.366 16.024 12/22/2011 12:14:28.092 104.251 5.369 16.033 12/22/2011 12:14:28.342 104.501 5.365 16.019 12/22/2011 12:14:28.592 104.751 5.372 16.040 12/22/2011 12:14:28.842 105.001 5.367 16.027 12/22/2011 12:14:29.092 105.251 5.366 16.025 12/22/2011 12:14:29.342 105.501 5.368 16.029 12/22/2011 12:14:29.592 105.751 5.368 16.029 12/22/2011 12:14:29.842 106.001 5.370 16.036 12/22/2011 12:14:30.092 106.251 5.368 16.029 12/22/2011 12:14:30.342 106.501 5.370 16.036 12/22/2011 12:14:30.592 106.751 5.369 16.031 12/22/2011 12:14:30.842 107.001 5.367 16.025 12/22/2011 12:14:31.092 107.251 5.371 16.038 12/22/2011 12:14:31.342 107.501 5.368 16.028 12/22/2011 12:14:31.592 107.751 5.368 16.028 12/22/2011 12:14:31.842 108.001 5.369 16.032 12/22/2011 12:14:32.092 108.251 5.372 16.042 12/22/2011 12:14:32.342 108.501 5.368 16.030 12/22/2011 12:14:32.592 108.751 5.370 16.034 12/22/2011 12:14:32.842 109.001 5.370 16.036 12/22/2011 12:14:33.092 109.251 5.377 16.055 12/22/2011 12:14:33.342 109.501 6.188 18.478 12/22/2011 12:14:33.592 109.751 5.576 16.650 12/22/2011 12:14:33.842 110.001 5.316 15.875 12/22/2011 12:14:34.092 110.251 5.383 16.073 12/22/2011 12:14:34.342 110.501 5.384 16.077 12/22/2011 12:14:34.592 110.751 5.316 15.875 12/22/2011 12:14:34.842 111.001 5.369 16.031 12/22/2011 12:14:35.092 111.251 5.374 16.048 12/22/2011 12:14:35.342 111.501 5.369 16.032 12/22/2011 12:14:35.592 111.751 5.368 16.029 12/22/2011 12:14:35.842 112.001 5.364 16.018 12/22/2011 12:14:36.092 112.251 5.364 16.017 12/22/2011 12:14:36.342 112.501 5.361 16.009 12/22/2011 12:14:36.592 112.751 5.358 16.001 12/22/2011 12:14:36.842 113.001 5.359 16.004 12/22/2011 12:14:37.092 113.251 5.359 16.001 12/22/2011 12:14:37.342 113.501 5.356 15.993 12/22/2011 12:14:37.592 113.751 5.358 16.000 12/22/2011 12:14:37.842 114.001 5.353 15.983 12/22/2011 12:14:38.092 114.251 5.356 15.994 12/22/2011 12:14:38.342 114.501 5.357 15.997 12/22/2011 12:14:38.592 114.751 5.355 15.990 12/22/2011 12:14:38.842 115.001 5.354 15.987 12/22/2011 12:14:39.092 115.251 5.356 15.993 12/22/2011 12:14:39.342 115.501 5.352 15.982 12/22/2011 12:14:39.592 115.751 5.356 15.993 12/22/2011 12:14:39.842 116.001 5.355 15.989 12/22/2011 12:14:40.092 116.251 5.354 15.988 12/22/2011 12:14:40.342 116.501 5.351 15.979 12/22/2011 12:14:40.592 116.751 5.352 15.983 12/22/2011 12:14:40.842 117.001 5.352 15.981 12/22/2011 12:14:41.092 117.251 5.354 15.988 12/22/2011 12:14:41.342 117.501 5.353 15.985 12/22/2011 12:14:41.592 117.751 5.353 15.983 12/22/2011 12:14:41.842 118.001 5.354 15.988 12/22/2011 12:14:42.092 118.251 5.353 15.984 12/22/2011 12:14:42.342 118.501 5.352 15.981 12/22/2011 12:14:42.592 118.751 5.352 15.981 12/22/2011 12:14:42.842 119.001 5.353 15.985 12/22/2011 12:14:43.092 119.251 5.353 15.985 12/22/2011 12:14:43.342 119.501 5.353 15.983 12/22/2011 12:14:43.592 119.751 5.351 15.980 12/22/2011 12:14:43.842 120.001 5.352 15.982 12/22/2011 12:14:44.092 120.251 5.351 15.979 12/22/2011 12:14:44.342 120.501 5.353 15.983 12/22/2011 12:14:44.592 120.751 5.350 15.975 12/22/2011 12:14:44.842 121.001 5.349 15.974 12/22/2011 12:14:45.092 121.251 5.353 15.984 12/22/2011 12:14:45.342 121.501 5.352 15.980 12/22/2011 12:14:45.592 121.751 5.352 15.982 12/22/2011 12:14:45.842 122.001 5.352 15.982 12/22/2011 12:14:46.092 122.251 5.353 15.984 12/22/2011 12:14:46.342 122.501 5.352 15.980

12/22/2011 12:14:46.592 122.751 5.351 15.978 12/22/2011 12:14:46.842 123.001 5.349 15.974 12/22/2011 12:14:47.092 123.251 5.350 15.976 12/22/2011 12:14:47.342 123.501 5.348 15.970 12/22/2011 12:14:47.592 123.751 5.349 15.974 12/22/2011 12:14:47.842 124.001 5.353 15.983 12/22/2011 12:14:48.092 124.251 5.349 15.974 12/22/2011 12:14:48.342 124.501 5.352 15.982 12/22/2011 12:14:48.592 124.751 5.350 15.976 12/22/2011 12:14:48.842 125.001 5.353 15.984 12/22/2011 12:14:49.092 125.251 5.352 15.980 12/22/2011 12:14:49.342 125.501 5.349 15.974 12/22/2011 12:14:49.592 125.751 5.351 15.978 12/22/2011 12:14:49.842 126.001 5.352 15.981 12/22/2011 12:14:50.092 126.251 5.349 15.973 12/22/2011 12:14:50.342 126.501 5.350 15.976 12/22/2011 12:14:50.592 126.751 5.350 15.976 12/22/2011 12:14:50.842 127.001 5.348 15.971 12/22/2011 12:14:51.092 127.251 5.347 15.967 12/22/2011 12:14:51.342 127.501 5.350 15.977 12/22/2011 12:14:51.592 127.751 5.350 15.975 12/22/2011 12:14:51.842 128.001 5.350 15.975 12/22/2011 12:14:52.092 128.251 5.353 15.985 12/22/2011 12:14:52.342 128.501 5.351 15.978 12/22/2011 12:14:52.592 128.751 5.349 15.973 12/22/2011 12:14:52.842 129.001 5.351 15.979 12/22/2011 12:14:53.092 129.251 5.354 15.987 12/22/2011 12:14:53.342 129.501 5.350 15.976 12/22/2011 12:14:53.592 129.751 5.350 15.977 12/22/2011 12:14:53.842 130.001 5.351 15.977 12/22/2011 12:14:54.092 130.251 5.351 15.978 12/22/2011 12:14:54.342 130.501 5.347 15.968 12/22/2011 12:14:54.592 130.751 5.348 15.968 12/22/2011 12:14:54.842 131.001 5.349 15.973 12/22/2011 12:14:55.092 131.251 5.347 15.968 12/22/2011 12:14:55.342 131.501 5.351 15.978 12/22/2011 12:14:55.592 131.751 5.349 15.972 12/22/2011 12:14:55.842 132.001 5.347 15.967 12/22/2011 12:14:56.092 132.251 5.344 15.959 12/22/2011 12:14:56.342 132.501 5.350 15.975 12/22/2011 12:14:56.592 132.751 5.351 15.978 12/22/2011 12:14:56.842 133.001 5.351 15.979 12/22/2011 12:14:57.092 133.251 5.350 15.975 12/22/2011 12:14:57.342 133.501 5.346 15.964 12/22/2011 12:14:57.592 133.751 5.350 15.975 12/22/2011 12:14:57.842 134.001 5.349 15.974 12/22/2011 12:14:58.092 134.251 5.352 15.980 12/22/2011 12:14:58.342 134.501 5.350 15.975 12/22/2011 12:14:58.592 134.751 5.349 15.971 12/22/2011 12:14:58.842 135.001 5.349 15.972 12/22/2011 12:14:59.092 135.251 5.349 15.973 12/22/2011 12:14:59.342 135.501 5.345 15.959 12/22/2011 12:14:59.592 135.751 5.350 15.975 12/22/2011 12:14:59.842 136.001 5.345 15.962 12/22/2011 12:15:00.092 136.251 5.350 15.975 12/22/2011 12:15:00.342 136.501 5.349 15.972 12/22/2011 12:15:00.592 136.751 5.348 15.969 12/22/2011 12:15:00.842 137.001 5.351 15.979 12/22/2011 12:15:01.092 137.251 5.350 15.975 12/22/2011 12:15:01.342 137.501 5.348 15.970 12/22/2011 12:15:01.592 137.751 5.350 15.974 12/22/2011 12:15:01.842 138.001 5.348 15.970 12/22/2011 12:15:02.092 138.251 5.348 15.969 12/22/2011 12:15:02.342 138.501 5.350 15.976 12/22/2011 12:15:02.592 138.751 5.352 15.980 12/22/2011 12:15:02.842 139.001 5.351 15.978 12/22/2011 12:15:03.092 139.251 5.347 15.967 12/22/2011 12:15:03.342 139.501 5.349 15.973 12/22/2011 12:15:03.592 139.751 5.348 15.969 12/22/2011 12:15:03.842 140.001 5.349 15.974 12/22/2011 12:15:04.092 140.251 5.349 15.973 12/22/2011 12:15:04.342 140.501 5.347 15.967 12/22/2011 12:15:04.592 140.751 5.347 15.966 12/22/2011 12:15:04.842 141.001 5.349 15.974 12/22/2011 12:15:05.092 141.251 5.346 15.965 12/22/2011 12:15:05.342 141.501 5.349 15.973 12/22/2011 12:15:05.592 141.751 5.351 15.979 12/22/2011 12:15:05.842 142.001 5.351 15.979 12/22/2011 12:15:06.092 142.251 5.349 15.971 12/22/2011 12:15:06.342 142.501 5.348 15.970 12/22/2011 12:15:06.592 142.751 5.349 15.972

12/22/2011 12:15:06.842 143.001 5.346 15.965 12/22/2011 12:15:07.092 143.251 5.348 15.970 12/22/2011 12:15:07.342 143.501 5.347 15.966 12/22/2011 12:15:07.592 143.751 5.351 15.980 12/22/2011 12:15:07.842 144.001 5.348 15.971 12/22/2011 12:15:08.092 144.251 5.348 15.970 12/22/2011 12:15:08.342 144.501 5.347 15.967 12/22/2011 12:15:08.592 144.751 5.346 15.962 12/22/2011 12:15:08.842 145.001 5.349 15.972 12/22/2011 12:15:09.092 145.251 5.348 15.969 12/22/2011 12:15:09.342 145.501 5.348 15.968 12/22/2011 12:15:09.592 145.751 5.345 15.960 12/22/2011 12:15:09.842 146.001 5.345 15.961 12/22/2011 12:15:10.092 146.251 5.348 15.969 12/22/2011 12:15:10.342 146.501 5.350 15.975 12/22/2011 12:15:10.592 146.751 5.348 15.971 12/22/2011 12:15:10.842 147.001 5.347 15.966 12/22/2011 12:15:11.092 147.251 5.348 15.970 12/22/2011 12:15:11.342 147.501 5.347 15.966 12/22/2011 12:15:11.592 147.751 5.348 15.969 12/22/2011 12:15:11.842 148.001 5.349 15.972 12/22/2011 12:15:12.092 148.251 5.347 15.968 12/22/2011 12:15:12.342 148.501 5.348 15.968 12/22/2011 12:15:12.592 148.751 5.349 15.973 12/22/2011 12:15:12.842 149.001 5.348 15.971 12/22/2011 12:15:13.092 149.251 5.344 15.958 12/22/2011 12:15:13.342 149.501 5.346 15.964 12/22/2011 12:15:13.592 149.751 5.347 15.968 12/22/2011 12:15:13.842 150.001 5.349 15.973 12/22/2011 12:15:14.092 150.251 5.349 15.971 12/22/2011 12:15:14.342 150.501 5.344 15.959 12/22/2011 12:15:14.592 150.751 5.346 15.963 12/22/2011 12:15:14.842 151.001 5.349 15.972 12/22/2011 12:15:15.092 151.251 5.348 15.969 12/22/2011 12:15:15.342 151.501 5.349 15.973 12/22/2011 12:15:15.592 151.751 5.348 15.971 12/22/2011 12:15:15.842 152.001 5.348 15.969 12/22/2011 12:15:16.092 152.251 5.350 15.976 12/22/2011 12:15:16.342 152.501 5.345 15.961 12/22/2011 12:15:16.592 152.751 5.348 15.971 12/22/2011 12:15:16.842 153.001 5.350 15.975 12/22/2011 12:15:17.092 153.251 5.348 15.969 12/22/2011 12:15:17.342 153.501 5.352 15.981 12/22/2011 12:15:17.592 153.751 5.349 15.972 12/22/2011 12:15:17.842 154.001 5.348 15.971 12/22/2011 12:15:18.092 154.251 5.351 15.977 12/22/2011 12:15:18.342 154.501 5.347 15.968 12/22/2011 12:15:18.592 154.751 5.347 15.966 12/22/2011 12:15:18.842 155.001 5.346 15.963 12/22/2011 12:15:19.092 155.251 5.349 15.972 12/22/2011 12:15:19.342 155.501 5.352 15.980 12/22/2011 12:15:19.593 155.752 5.347 15.968 12/22/2011 12:15:19.842 156.001 5.351 15.979 12/22/2011 12:15:20.092 156.251 5.347 15.966 12/22/2011 12:15:20.342 156.501 5.349 15.972 12/22/2011 12:15:20.592 156.751 5.347 15.967 12/22/2011 12:15:20.842 157.001 5.347 15.967 12/22/2011 12:15:21.092 157.251 5.349 15.973 12/22/2011 12:15:21.342 157.501 5.345 15.962 12/22/2011 12:15:21.592 157.751 5.348 15.970 12/22/2011 12:15:21.842 158.001 5.344 15.957 12/22/2011 12:15:22.092 158.251 5.349 15.971 12/22/2011 12:15:22.342 158.501 5.346 15.964 12/22/2011 12:15:22.592 158.751 5.347 15.966 12/22/2011 12:15:22.842 159.001 5.347 15.965 12/22/2011 12:15:23.092 159.251 5.349 15.972 12/22/2011 12:15:23.342 159.501 5.350 15.974 12/22/2011 12:15:23.592 159.751 5.349 15.971 12/22/2011 12:15:23.842 160.001 5.344 15.957 12/22/2011 12:15:24.092 160.251 5.349 15.971 12/22/2011 12:15:24.342 160.501 5.348 15.969 12/22/2011 12:15:24.592 160.751 5.350 15.976 12/22/2011 12:15:24.842 161.001 5.347 15.967 12/22/2011 12:15:25.092 161.251 5.350 15.977 12/22/2011 12:15:25.342 161.501 5.346 15.962 12/22/2011 12:15:25.592 161.751 5.347 15.967 12/22/2011 12:15:25.842 162.001 5.346 15.964 12/22/2011 12:15:26.092 162.251 5.348 15.969 12/22/2011 12:15:26.342 162.501 5.349 15.972 12/22/2011 12:15:26.592 162.751 5.346 15.965 12/22/2011 12:15:26.842 163.001 5.349 15.973

12/22/2011 12:15:27.092 163.251 5.350 15.975 12/22/2011 12:15:27.342 163.501 5.346 15.965 12/22/2011 12:15:27.592 163.751 5.347 15.966 12/22/2011 12:15:27.842 164.001 5.350 15.974 12/22/2011 12:15:28.092 164.251 5.348 15.969 12/22/2011 12:15:28.342 164.501 5.347 15.968 12/22/2011 12:15:28.592 164.751 5.347 15.967 12/22/2011 12:15:28.842 165.001 5.348 15.968 12/22/2011 12:15:29.092 165.251 5.346 15.963 12/22/2011 12:15:29.342 165.501 5.346 15.964 12/22/2011 12:15:29.592 165.751 5.348 15.969 12/22/2011 12:15:29.842 166.001 5.347 15.968 12/22/2011 12:15:30.092 166.251 5.348 15.971 12/22/2011 12:15:30.342 166.501 5.344 15.959 12/22/2011 12:15:30.592 166.751 5.346 15.962 12/22/2011 12:15:30.842 167.001 5.348 15.970 12/22/2011 12:15:31.092 167.251 5.346 15.965 12/22/2011 12:15:31.342 167.501 5.347 15.967 12/22/2011 12:15:31.592 167.751 5.347 15.968 12/22/2011 12:15:31.842 168.001 5.348 15.970 12/22/2011 12:15:32.092 168.251 5.348 15.970 12/22/2011 12:15:32.342 168.501 5.346 15.962 12/22/2011 12:15:32.592 168.751 5.345 15.960 12/22/2011 12:15:32.842 169.001 5.347 15.966 12/22/2011 12:15:33.092 169.251 5.346 15.962 12/22/2011 12:15:33.342 169.501 5.349 15.972 12/22/2011 12:15:33.592 169.751 5.348 15.970 12/22/2011 12:15:33.842 170.001 5.347 15.967 12/22/2011 12:15:34.092 170.251 5.348 15.969 12/22/2011 12:15:34.342 170.501 5.347 15.966 12/22/2011 12:15:34.592 170.751 5.344 15.959 12/22/2011 12:15:34.842 171.001 5.344 15.959 12/22/2011 12:15:35.092 171.251 5.349 15.973 12/22/2011 12:15:35.342 171.501 5.345 15.960 12/22/2011 12:15:35.592 171.751 5.347 15.965 12/22/2011 12:15:35.842 172.001 5.349 15.973 12/22/2011 12:15:36.092 172.251 5.346 15.963 12/22/2011 12:15:36.342 172.501 5.349 15.971 12/22/2011 12:15:36.592 172.751 5.221 15.591 12/22/2011 12:15:36.842 173.001 5.092 15.205 12/22/2011 12:15:37.092 173.251 5.314 15.868 12/22/2011 12:15:37.342 173.501 5.251 15.680 12/22/2011 12:15:37.592 173.751 5.389 16.093 12/22/2011 12:15:37.842 174.001 5.299 15.824 12/22/2011 12:15:38.092 174.251 5.224 15.599 12/22/2011 12:15:38.342 174.501 5.192 15.504 12/22/2011 12:15:38.592 174.751 5.200 15.527 12/22/2011 12:15:38.842 175.001 5.233 15.625 12/22/2011 12:15:39.092 175.251 5.275 15.751 12/22/2011 12:15:39.342 175.501 5.298 15.819 12/22/2011 12:15:39.592 175.751 5.311 15.860 12/22/2011 12:15:39.842 176.001 5.317 15.878 12/22/2011 12:15:40.092 176.251 5.327 15.907 12/22/2011 12:15:40.342 176.501 5.329 15.914 12/22/2011 12:15:40.592 176.751 5.334 15.927 12/22/2011 12:15:40.842 177.001 5.334 15.927 12/22/2011 12:15:41.092 177.251 5.336 15.935 12/22/2011 12:15:41.342 177.501 5.341 15.948 12/22/2011 12:15:41.592 177.751 5.340 15.946 12/22/2011 12:15:41.842 178.001 5.337 15.938 12/22/2011 12:15:42.092 178.251 5.341 15.950 12/22/2011 12:15:42.342 178.501 5.338 15.939 12/22/2011 12:15:42.592 178.751 5.342 15.953 12/22/2011 12:15:42.842 179.001 5.341 15.948 12/22/2011 12:15:43.092 179.251 5.343 15.956 12/22/2011 12:15:43.342 179.501 5.340 15.947 12/22/2011 12:15:43.592 179.751 5.345 15.960 12/22/2011 12:15:43.842 180.001 5.343 15.954 12/22/2011 12:15:44.092 180.251 5.346 15.963 12/22/2011 12:15:44.342 180.501 5.343 15.955 12/22/2011 12:15:44.592 180.751 5.344 15.957 12/22/2011 12:15:44.842 181.001 5.343 15.955 12/22/2011 12:15:45.092 181.251 5.343 15.955 12/22/2011 12:15:45.342 181.501 5.345 15.962 12/22/2011 12:15:45.592 181.751 5.345 15.961 12/22/2011 12:15:45.842 182.001 5.348 15.969 12/22/2011 12:15:46.092 182.251 5.344 15.959 12/22/2011 12:15:46.342 182.501 5.346 15.965 12/22/2011 12:15:46.592 182.751 5.345 15.961 12/22/2011 12:15:46.842 183.001 5.345 15.961 12/22/2011 12:15:47.092 183.251 5.345 15.959

12/22/2011 12:15:47.342 183.501 5.343 15.953 12/22/2011 12:15:47.592 183.751 5.346 15.962 12/22/2011 12:15:47.842 184.001 5.348 15.968 12/22/2011 12:15:48.092 184.251 5.345 15.961 12/22/2011 12:15:48.342 184.501 5.344 15.959 12/22/2011 12:15:48.592 184.751 5.345 15.962 12/22/2011 12:15:48.842 185.001 5.344 15.958 12/22/2011 12:15:49.092 185.251 5.346 15.962 12/22/2011 12:15:49.342 185.501 5.346 15.964 12/22/2011 12:15:49.592 185.751 5.346 15.962 12/22/2011 12:15:49.842 186.001 5.346 15.963 12/22/2011 12:15:50.092 186.251 5.346 15.964 12/22/2011 12:15:50.342 186.501 5.348 15.970 12/22/2011 12:15:50.592 186.751 5.348 15.970 12/22/2011 12:15:50.842 187.001 5.346 15.965 12/22/2011 12:15:51.092 187.251 5.345 15.960 12/22/2011 12:15:51.342 187.501 5.347 15.966 12/22/2011 12:15:51.592 187.751 5.344 15.957 12/22/2011 12:15:51.842 188.001 5.348 15.968 12/22/2011 12:15:52.092 188.251 5.348 15.970 12/22/2011 12:15:52.342 188.501 5.346 15.963 12/22/2011 12:15:52.592 188.751 5.345 15.962 12/22/2011 12:15:52.842 189.001 5.347 15.966 12/22/2011 12:15:53.092 189.251 5.349 15.972 12/22/2011 12:15:53.342 189.501 5.347 15.965 12/22/2011 12:15:53.592 189.751 5.347 15.965 12/22/2011 12:15:53.842 190.001 5.346 15.964 12/22/2011 12:15:54.092 190.251 5.345 15.962 12/22/2011 12:15:54.342 190.501 5.346 15.964 12/22/2011 12:15:54.592 190.751 5.346 15.964 12/22/2011 12:15:54.842 191.001 5.345 15.960 12/22/2011 12:15:55.092 191.251 5.347 15.965 12/22/2011 12:15:55.342 191.501 5.345 15.960 12/22/2011 12:15:55.592 191.751 5.348 15.970 12/22/2011 12:15:55.842 192.001 5.345 15.960 12/22/2011 12:15:56.092 192.251 5.349 15.974 12/22/2011 12:15:56.342 192.501 5.348 15.969 12/22/2011 12:15:56.592 192.751 5.346 15.964 12/22/2011 12:15:56.842 193.001 5.350 15.976 12/22/2011 12:15:57.092 193.251 5.346 15.964 12/22/2011 12:15:57.342 193.501 5.345 15.960 12/22/2011 12:15:57.592 193.751 5.348 15.969 12/22/2011 12:15:57.842 194.001 5.346 15.963 12/22/2011 12:15:58.092 194.251 5.348 15.969 12/22/2011 12:15:58.342 194.501 5.346 15.965 12/22/2011 12:15:58.592 194.751 5.349 15.971 12/22/2011 12:15:58.842 195.001 5.346 15.963 12/22/2011 12:15:59.092 195.251 5.347 15.965 12/22/2011 12:15:59.342 195.501 5.349 15.971 12/22/2011 12:15:59.592 195.751 5.348 15.970 12/22/2011 12:15:59.842 196.001 5.344 15.959 12/22/2011 12:16:00.092 196.251 5.348 15.970 12/22/2011 12:16:00.342 196.501 5.347 15.967 12/22/2011 12:16:00.592 196.751 5.345 15.961 12/22/2011 12:16:00.842 197.001 5.346 15.964 12/22/2011 12:16:01.092 197.251 5.348 15.970 12/22/2011 12:16:01.342 197.501 5.347 15.965 12/22/2011 12:16:01.592 197.751 5.347 15.966 12/22/2011 12:16:01.842 198.001 5.349 15.972 12/22/2011 12:16:02.092 198.251 5.347 15.967 12/22/2011 12:16:02.342 198.501 5.346 15.965 12/22/2011 12:16:02.592 198.751 5.347 15.967 12/22/2011 12:16:02.842 199.001 5.346 15.962 12/22/2011 12:16:03.092 199.251 5.345 15.960 12/22/2011 12:16:03.342 199.501 5.346 15.965 12/22/2011 12:16:03.592 199.751 5.348 15.970 12/22/2011 12:16:03.842 200.001 5.347 15.968 12/22/2011 12:16:04.092 200.251 5.347 15.965 12/22/2011 12:16:04.342 200.501 5.349 15.971 12/22/2011 12:16:04.592 200.751 5.349 15.971 12/22/2011 12:16:04.842 201.001 5.348 15.968 12/22/2011 12:16:05.092 201.251 5.346 15.964 12/22/2011 12:16:05.342 201.501 5.346 15.963 12/22/2011 12:16:05.592 201.751 5.348 15.969 12/22/2011 12:16:05.842 202.001 5.344 15.958 12/22/2011 12:16:06.092 202.251 5.347 15.965 12/22/2011 12:16:06.342 202.501 5.348 15.968 12/22/2011 12:16:06.592 202.751 5.346 15.965 12/22/2011 12:16:06.842 203.001 5.347 15.968 12/22/2011 12:16:07.092 203.251 5.350 15.976 12/22/2011 12:16:07.342 203.501 5.349 15.972

12/22/2011 12:16:07.592 203.751 5.349 15.972 12/22/2011 12:16:07.842 204.001 5.346 15.965 12/22/2011 12:16:08.092 204.251 5.347 15.968 12/22/2011 12:16:08.342 204.501 5.349 15.974 12/22/2011 12:16:08.592 204.751 5.349 15.971 12/22/2011 12:16:08.842 205.001 5.348 15.970 12/22/2011 12:16:09.092 205.251 5.350 15.976 12/22/2011 12:16:09.342 205.501 5.349 15.972 12/22/2011 12:16:09.592 205.751 5.348 15.970 12/22/2011 12:16:09.842 206.001 5.348 15.971 12/22/2011 12:16:10.092 206.251 5.348 15.970 12/22/2011 12:16:10.342 206.501 5.349 15.974 12/22/2011 12:16:10.592 206.751 5.347 15.966 12/22/2011 12:16:10.842 207.001 5.347 15.967 12/22/2011 12:16:11.092 207.251 5.346 15.963 12/22/2011 12:16:11.342 207.501 5.349 15.973 12/22/2011 12:16:11.592 207.751 5.348 15.968 12/22/2011 12:16:11.842 208.001 5.351 15.978 12/22/2011 12:16:12.092 208.251 5.348 15.970 12/22/2011 12:16:12.342 208.501 5.349 15.972 12/22/2011 12:16:12.592 208.751 5.347 15.967 12/22/2011 12:16:12.842 209.001 5.345 15.961 12/22/2011 12:16:13.092 209.251 5.348 15.970 12/22/2011 12:16:13.342 209.501 5.346 15.963 12/22/2011 12:16:13.592 209.751 5.344 15.959 12/22/2011 12:16:13.842 210.001 5.344 15.957 12/22/2011 12:16:14.092 210.251 5.345 15.961 12/22/2011 12:16:14.342 210.501 5.348 15.970 12/22/2011 12:16:14.592 210.751 5.346 15.962 12/22/2011 12:16:14.842 211.001 5.346 15.965 12/22/2011 12:16:15.092 211.251 5.349 15.972 12/22/2011 12:16:15.342 211.501 5.347 15.967 12/22/2011 12:16:15.592 211.751 5.345 15.960 12/22/2011 12:16:15.842 212.001 5.348 15.969 12/22/2011 12:16:16.092 212.251 5.347 15.966 12/22/2011 12:16:16.342 212.501 5.345 15.960 12/22/2011 12:16:16.592 212.751 5.345 15.962 12/22/2011 12:16:16.842 213.001 5.351 15.978 12/22/2011 12:16:17.092 213.251 5.348 15.969 12/22/2011 12:16:17.342 213.501 5.348 15.969 12/22/2011 12:16:17.592 213.751 5.346 15.964 12/22/2011 12:16:17.842 214.001 5.345 15.962 12/22/2011 12:16:18.092 214.251 5.348 15.969 12/22/2011 12:16:18.342 214.501 5.347 15.968 12/22/2011 12:16:18.592 214.751 5.348 15.971 12/22/2011 12:16:18.842 215.001 5.349 15.971 12/22/2011 12:16:19.092 215.251 5.346 15.962 12/22/2011 12:16:19.342 215.501 5.346 15.964 12/22/2011 12:16:19.592 215.751 5.348 15.969 12/22/2011 12:16:19.842 216.001 5.347 15.967 12/22/2011 12:16:20.092 216.251 5.349 15.973 12/22/2011 12:16:20.342 216.501 5.344 15.958 12/22/2011 12:16:20.592 216.751 5.348 15.969 12/22/2011 12:16:20.842 217.001 5.346 15.965 12/22/2011 12:16:21.092 217.251 5.344 15.957 12/22/2011 12:16:21.342 217.501 5.351 15.977 12/22/2011 12:16:21.592 217.751 5.347 15.968 12/22/2011 12:16:21.842 218.001 5.347 15.968 12/22/2011 12:16:22.092 218.251 5.350 15.974 12/22/2011 12:16:22.342 218.501 5.345 15.962 12/22/2011 12:16:22.592 218.751 5.348 15.971 12/22/2011 12:16:22.842 219.001 5.350 15.975 12/22/2011 12:16:23.092 219.251 5.349 15.973 12/22/2011 12:16:23.342 219.501 5.344 15.956 12/22/2011 12:16:23.592 219.751 5.349 15.973 12/22/2011 12:16:23.842 220.001 5.345 15.960 12/22/2011 12:16:24.092 220.251 5.348 15.969 12/22/2011 12:16:24.342 220.501 5.348 15.970 12/22/2011 12:16:24.592 220.751 5.347 15.968 12/22/2011 12:16:24.842 221.001 5.343 15.956 12/22/2011 12:16:25.092 221.251 5.349 15.974 12/22/2011 12:16:25.342 221.501 5.346 15.965 12/22/2011 12:16:25.592 221.751 5.346 15.964 12/22/2011 12:16:25.842 222.001 5.344 15.957 12/22/2011 12:16:26.092 222.251 5.349 15.971 12/22/2011 12:16:26.342 222.501 5.351 15.977 12/22/2011 12:16:26.592 222.751 5.348 15.969 12/22/2011 12:16:26.842 223.001 5.347 15.965 12/22/2011 12:16:27.092 223.251 5.345 15.960 12/22/2011 12:16:27.342 223.501 5.346 15.963 12/22/2011 12:16:27.592 223.751 5.346 15.965

12/22/2011 12:16:27.842 224.001 5.345 15.960 12/22/2011 12:16:28.092 224.251 5.344 15.959 12/22/2011 12:16:28.343 224.502 5.346 15.965 12/22/2011 12:16:28.592 224.751 5.347 15.968 12/22/2011 12:16:28.842 225.001 5.346 15.964 12/22/2011 12:16:29.092 225.251 5.349 15.972 12/22/2011 12:16:29.342 225.501 5.348 15.969 12/22/2011 12:16:29.592 225.751 5.349 15.972 12/22/2011 12:16:29.842 226.001 5.344 15.957 12/22/2011 12:16:30.092 226.251 5.348 15.970 12/22/2011 12:16:30.342 226.501 5.346 15.964 12/22/2011 12:16:30.592 226.751 5.348 15.971 12/22/2011 12:16:30.842 227.001 5.344 15.959 12/22/2011 12:16:31.092 227.251 5.346 15.965 12/22/2011 12:16:31.342 227.501 5.345 15.962 12/22/2011 12:16:31.592 227.751 5.343 15.956 12/22/2011 12:16:31.842 228.001 5.348 15.971 12/22/2011 12:16:32.092 228.251 5.346 15.964 12/22/2011 12:16:32.342 228.501 5.347 15.966 12/22/2011 12:16:32.592 228.751 5.346 15.964 12/22/2011 12:16:32.842 229.001 5.347 15.965 12/22/2011 12:16:33.092 229.251 5.350 15.975 12/22/2011 12:16:33.342 229.501 5.346 15.964 12/22/2011 12:16:33.592 229.751 5.350 15.976 12/22/2011 12:16:33.842 230.001 5.345 15.961 12/22/2011 12:16:34.092 230.251 5.347 15.966 12/22/2011 12:16:34.342 230.501 5.347 15.967 12/22/2011 12:16:34.592 230.751 5.347 15.968 12/22/2011 12:16:34.842 231.001 5.346 15.964 12/22/2011 12:16:35.092 231.251 5.347 15.968 12/22/2011 12:16:35.342 231.501 5.347 15.967 12/22/2011 12:16:35.592 231.751 5.345 15.960 12/22/2011 12:16:35.842 232.001 5.346 15.964 12/22/2011 12:16:36.092 232.251 5.349 15.972 12/22/2011 12:16:36.342 232.501 5.348 15.970 12/22/2011 12:16:36.592 232.751 5.345 15.961 12/22/2011 12:16:36.842 233.001 5.350 15.975 12/22/2011 12:16:37.092 233.251 5.349 15.973 12/22/2011 12:16:37.342 233.501 5.344 15.959 12/22/2011 12:16:37.592 233.751 5.349 15.972 12/22/2011 12:16:37.842 234.001 5.346 15.962 12/22/2011 12:16:38.092 234.251 5.347 15.967 12/22/2011 12:16:38.342 234.501 5.344 15.958 12/22/2011 12:16:38.592 234.751 5.344 15.959 12/22/2011 12:16:38.842 235.001 5.349 15.973 12/22/2011 12:16:39.092 235.251 5.346 15.965 12/22/2011 12:16:39.342 235.501 5.349 15.971 12/22/2011 12:16:39.592 235.751 5.348 15.970 12/22/2011 12:16:39.842 236.001 5.346 15.965 12/22/2011 12:16:40.092 236.251 5.349 15.971 12/22/2011 12:16:40.342 236.501 5.345 15.961 12/22/2011 12:16:40.592 236.751 5.348 15.970 12/22/2011 12:16:40.842 237.001 5.345 15.962 12/22/2011 12:16:41.092 237.251 5.351 15.977 12/22/2011 12:16:41.342 237.501 5.347 15.967 12/22/2011 12:16:41.597 237.756 5.347 15.967 12/22/2011 12:16:41.842 238.001 5.345 15.959 12/22/2011 12:16:42.092 238.251 5.343 15.954 12/22/2011 12:16:42.342 238.501 5.347 15.968 12/22/2011 12:16:42.592 238.751 5.344 15.959 12/22/2011 12:16:42.842 239.001 5.347 15.965 12/22/2011 12:16:43.092 239.251 5.347 15.967 12/22/2011 12:16:43.342 239.501 5.347 15.966 12/22/2011 12:16:43.592 239.751 5.347 15.967 12/22/2011 12:16:43.842 240.001 5.346 15.963 12/22/2011 12:16:44.092 240.251 5.349 15.973 12/22/2011 12:16:44.342 240.501 5.348 15.969 12/22/2011 12:16:44.592 240.751 5.347 15.968 12/22/2011 12:16:44.842 241.001 5.346 15.965 12/22/2011 12:16:45.092 241.251 5.346 15.963 12/22/2011 12:16:45.342 241.501 5.347 15.967 12/22/2011 12:16:45.592 241.751 5.348 15.971 12/22/2011 12:16:45.842 242.001 5.345 15.960 12/22/2011 12:16:46.092 242.251 5.349 15.971 12/22/2011 12:16:46.342 242.501 5.349 15.972 12/22/2011 12:16:46.592 242.751 5.345 15.962 12/22/2011 12:16:46.847 243.006 5.347 15.968 12/22/2011 12:16:47.092 243.251 5.348 15.971



Appendix F Results of Liquefaction Analysis

Notes:

1) Factors of safety against liquefaction is calculated based on "Simplified Method." The empirical basis for this method is limited to about 50 to 60 ft depths below ground surface.
2) Soils below 50 to 60 ft depths are generally considered non-liquefiable (under the design seismic loads) due to the high effective stress that confines the soil and provides resistance to liquefaction.
3) Existing ground surface at the boreholes ranges between elevations 819 and 826 ft.

4)

SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI PROJECT NO.: 113-81051 PROJECT FILE: SHINE_LiqPotandSettle.xlsx BY: TER DATE: 07/20/12 Plot of Corrected Blow Counts and Liquefaction Potential Corrected Blow Counts and Factor of Safety Against Liquefaction - Boreholes G11-01 thru G11-10 Figure F-1 Factor of Safety greater than 1.4 is considered "high" and "soil elements would suffer relatively minor cyclic pore pressure generation" (NUREG/CR-5741, U.S. ACOE, 2000).

720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0

10 20 30 40 50 60 Elevation(ft)

(N1)60 CorrectedBlowCounts(blowsperfoot)

G1101 G1102 G1103 G1104 G1105 G1106 G1107 G1108 G1109 G1110 1.4 1.1 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0

0.5 1

1.5 2

2.5 3

Elevation(ft)

FactorofSafety

>3

Notes:

1) Factors of safety against liquefaction is calculated based on "Simplified Method." The empirical basis for this method is limited to about 50 to 60 ft depths below ground surface.
2) Soils below 50 to 60 ft depths are generally considered non-liquefiable (under the design seismic loads) due to the high effective stress that confines the soil and provides resistance to liquefaction.
3) Existing ground surface at Borehole VSP-01 is elevation 825 ft.

SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI PROJECT NO.: 113-81051 PROJECT FILE: SHINE_LiqPotandSettle.xlsx BY: TER DATE: 07/20/12 Shear Wave Velocity and Factor of Safety Against Liquefaction - Borehole VSP-01 Figure F-2 Plot of Shear Wave Velocity and Liquefaction Potential - Borehole VSP-01 1.1 1.4 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0

0.5 1

1.5 2

2.5 3

Elevation,ft FactorofSafety 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 720 725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805 810 815 820 825 830 0

500 1,000 1,500 2,000 Depthbelowgroundsurface,ft Elevation,ft ShearWaveVelocity,ft/s VSP01

>3

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 819.1 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-01 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 816.6 Sand 105 15 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 14 23 64 0.000 0

23 0.997 0.083 0.25 1.56 1.100 0.43 5.1

>3 No 5

814.1 Sand 105 26 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 23 40 85 0.000 0

40 0.984 0.082 2.00 1.56 1.100 2.00 24.4

>3 No 7.5 811.6 Sand 105 31 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 28 44 90 0.000 0

44 0.970 0.081 2.00 1.56 1.100 2.00 24.8

>3 No 10 809.1 Sand 105 23 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 21 29 72 0.000 0

29 0.955 0.079 0.41 1.56 1.100 0.70 8.8

>3 No 15 804.1 Sand 105 14 2

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 14 16 54 0.000 0

16 0.923 0.077 0.17 1.56 1.034 0.27 3.5

>3 No 20 799.1 Sand 105 20 3

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 23 22 63 0.000 0

22 0.887 0.074 0.24 1.56 1.001 0.37 5.0

>3 No 25 794.1 Sand 105 22 5

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 25 22 63 0.002 0

22 0.849 0.071 0.23 1.56 0.969 0.35 5.0

>3 No 30 789.1 Sand 105 16 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 18 15 51 0.000 0

15 0.809 0.067 0.15 1.56 0.956 0.23 3.4

>3 No 35 784.1 Sand 105 22 2

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 26 20 61 0.000 0

20 0.770 0.070 0.21 1.56 0.937 0.31 4.4

>3 No 40 779.1 Sand 105 37 3

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 44 33 78 0.000 0

33 0.730 0.071 0.79 1.56 0.875 1.07 15.0

>3 No 45 774.1 Sand 105 39 4

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 47 34 78 0.000 0

34 0.692 0.072 0.91 1.56 0.855 1.21 16.9

>3 No 50 769.1 Sand 105 27 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 32 23 64 0.000 0

23 0.656 0.072 0.25 1.56 0.904 0.35 4.9

>3 No 60 759.1 Sand 105 46 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 55 37 82 0.000 0

37 0.589 0.070 1.79 1.56 0.781 2.00 28.7

>3 No 70 749.1 Sand 105 13 3

7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 16 10 43 0.000 0

10 0.533 0.067 0.12 1.56 0.923 0.17 2.5 2.5 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.113 0.35 0.000 0.00%

0.000 5.14 64 0.00%

0.000 23 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.009

-0.79 0.000 0.00%

0.000 24.42 85 0.00%

0.000 40 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.003

-1.15 0.000 0.00%

0.000 24.77 90 0.00%

0.000 44 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.056 0.01 0.000 0.00%

0.000 8.81 72 0.00%

0.000 29 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.244 0.71 0.000 0.00%

0.000 3.48 54 0.00%

0.000 16 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.123 0.39 0.000 0.00%

0.000 5.02 63 0.00%

0.000 22 0.074 0.00%

0.000 Vv Total vertical stress 0.128 0.41 0.000 0.00%

0.000 4.95 63 0.00%

0.000 22 0.071 0.00%

0.000 V'v Effective vertical stress 0.289 0.77 0.000 0.00%

0.000 3.37 51 0.00%

0.000 15 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.153 0.50 0.000 0.00%

0.000 4.39 61 0.00%

0.000 20 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.029

-0.31 0.000 0.00%

0.000 15.03 78 0.00%

0.000 33 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.026

-0.36 0.000 0.00%

0.000 16.88 78 0.00%

0.000 34 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.114 0.36 0.000 0.00%

0.000 4.88 64 0.00%

0.000 23 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.015

-0.59 0.000 0.00%

0.000 28.67 82 0.00%

0.000 37 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.472 0.91 0.000 0.00%

0.000 2.53 43 0.00%

0.000 10 0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-1 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-01 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 822.3 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-02 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 819.8 Sand 105 29 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 26 44 90 0.000 0

44 0.997 0.083 2.00 1.56 1.100 2.00 24.1

>3 No 5

817.3 Sand 105 26 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 23 40 85 0.000 0

40 0.984 0.082 2.00 1.56 1.100 2.00 24.4

>3 No 7.5 814.8 Sand 105 15 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 14 22 62 0.000 0

22 0.970 0.081 0.23 1.56 1.100 0.39 4.8

>3 No 10 812.3 Sand 105 19 4

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 17 24 65 0.000 0

24 0.955 0.079 0.26 1.56 1.100 0.45 5.6

>3 No 15 807.3 Sand 105 11 3

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 11 13 48 0.000 0

13 0.923 0.077 0.14 1.56 1.030 0.22 2.9 2.9 No 20 802.3 Sand 105 18 2

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 21 20 60 0.000 0

20 0.887 0.074 0.21 1.56 1.001 0.32 4.4

>3 No 25 797.3 Sand 105 21 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 24 21 62 0.000 0

21 0.849 0.071 0.22 1.56 0.970 0.33 4.7

>3 No 30 792.3 Sand 105 22 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 25 20 60 0.000 0

20 0.809 0.067 0.21 1.56 0.947 0.30 4.5

>3 No 35 787.3 Sand 105 26 3

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 31 24 66 0.000 0

24 0.770 0.070 0.27 1.56 0.927 0.39 5.6

>3 No 40 782.3 Sand 105 16 2

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 19 14 51 0.000 0

14 0.730 0.071 0.15 1.56 0.943 0.22 3.1

>3 No 45 777.3 Sand 105 19 3

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 23 17 55 0.000 0

17 0.692 0.072 0.17 1.56 0.931 0.25 3.4

>3 No 50 772.3 Sand 105 25 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 30 21 62 0.000 0

21 0.656 0.072 0.22 1.56 0.911 0.31 4.4

>3 No 60 762.3 Sand 105 26 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 31 21 62 0.000 0

21 0.589 0.070 0.22 1.56 0.897 0.31 4.4

>3 No 70 752.3 Sand 105 26 3

7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 31 20 60 0.000 0

20 0.533 0.067 0.21 1.56 0.889 0.29 4.3

>3 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.003

-1.14 0.000 0.00%

0.000 24.11 90 0.00%

0.000 44 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.009

-0.79 0.000 0.00%

0.000 24.42 85 0.00%

0.000 40 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.134 0.44 0.000 0.00%

0.000 4.80 62 0.00%

0.000 22 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.105 0.32 0.000 0.00%

0.000 5.62 65 0.00%

0.000 24 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.355 0.84 0.000 0.00%

0.000 2.87 48 0.00%

0.000 13 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.159 0.52 0.000 0.00%

0.000 4.36 60 0.00%

0.000 20 0.074 0.00%

0.000 Vv Total vertical stress 0.144 0.47 0.000 0.00%

0.000 4.66 62 0.00%

0.000 21 0.071 0.00%

0.000 V'v Effective vertical stress 0.159 0.52 0.000 0.00%

0.000 4.51 60 0.00%

0.000 20 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.099 0.29 0.000 0.00%

0.000 5.57 66 0.00%

0.000 24 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.295 0.78 0.000 0.00%

0.000 3.11 51 0.00%

0.000 14 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.232 0.69 0.000 0.00%

0.000 3.44 55 0.00%

0.000 17 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.139 0.45 0.000 0.00%

0.000 4.40 62 0.00%

0.000 21 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.143 0.47 0.000 0.00%

0.000 4.38 62 0.00%

0.000 21 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.159 0.52 0.000 0.00%

0.000 4.26 60 0.00%

0.000 20 0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-2 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-02 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 824.9 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-03 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.4 Sand 105 30 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 27 46 90 0.000 0

46 0.997 0.083 2.00 1.56 1.100 2.00 24.1

>3 No 5

819.9 Sand 105 49 7

525 525 1.70 1.00 1.00 1.20 0.75 1.00 44 75 90 0.079 0

75 0.984 0.082 2.00 1.56 1.100 2.00 24.4

>3 No 7.5 817.4 Sand 105 36 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 32 52 90 0.000 0

52 0.970 0.081 2.00 1.56 1.100 2.00 24.8

>3 No 10 814.9 Sand 105 15 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 14 19 58 0.000 0

19 0.955 0.079 0.19 1.56 1.088 0.32 4.1

>3 No 15 809.9 Sand 105 25 3

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 26 29 72 0.000 0

29 0.923 0.077 0.42 1.56 1.056 0.69 8.9

>3 No 20 804.9 Gravel 105 29 4

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 33 32 76 0.000 0

32 0.887 0.074 0.67 1.56 1.001 1.05 14.2

>3 No 25 799.9 Sand 105 12 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 14 12 47 0.000 0

12 0.849 0.071 0.13 1.56 0.978 0.20 2.9 2.9 No 30 794.9 Sand 105 14 2

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 16 13 48 0.000 0

13 0.809 0.067 0.14 1.56 0.959 0.21 3.1

>3 No 35 789.9 Sand 105 38 3

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 46 35 80 0.000 0

35 0.770 0.070 1.15 1.56 0.877 1.57 22.4

>3 No 40 784.9 Sand 105 22 3

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 26 20 60 0.000 0

20 0.730 0.071 0.20 1.56 0.930 0.29 4.1

>3 No 45 779.9 Sand 105 28 4

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 34 24 66 0.000 0

24 0.692 0.072 0.28 1.56 0.907 0.39 5.5

>3 No 50 774.9 Sand 105 24 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 29 20 61 0.000 0

20 0.656 0.072 0.21 1.56 0.913 0.30 4.2

>3 No 60 764.9 Sand 105 21 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 25 17 55 0.000 0

17 0.589 0.070 0.17 1.56 0.912 0.25 3.5

>3 No 70 754.9 Sand 105 8

3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 10 6

33 0.000 0

6 0.533 0.067 0.09 1.56 0.934 0.14 2.0 2.0 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.002

-1.26 0.000 0.00%

0.000 24.11 90 0.00%

0.000 46 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.000

-3.75 0.000 0.00%

0.000 24.42 90 0.00%

0.000 75 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.000

-1.72 0.000 0.00%

0.000 24.77 90 0.00%

0.000 52 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.185 0.59 0.000 0.00%

0.000 4.07 58 0.00%

0.000 19 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.055 0.00 0.000 0.00%

0.000 8.93 72 0.00%

0.000 29 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.034

-0.24 0.000 0.00%

0.000 14.22 76 0.00%

0.000 32 0.074 0.00%

0.000 Vv Total vertical stress 0.383 0.86 0.000 0.00%

0.000 2.85 47 0.00%

0.000 12 0.071 0.00%

0.000 V'v Effective vertical stress 0.352 0.84 0.000 0.00%

0.000 3.06 48 0.00%

0.000 13 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.021

-0.45 0.000 0.00%

0.000 22.43 80 0.00%

0.000 35 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.164 0.53 0.000 0.00%

0.000 4.12 60 0.00%

0.000 20 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.095 0.27 0.000 0.00%

0.000 5.45 66 0.00%

0.000 24 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.153 0.50 0.000 0.00%

0.000 4.19 61 0.00%

0.000 20 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.223 0.67 0.000 0.00%

0.000 3.54 55 0.00%

0.000 17 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%

0.000 2.02 33 0.00%

0.000 6

0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-3 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-03 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 821.9 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-04 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 819.4 Sand 105 12 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 11 18 58 0.000 0

18 0.997 0.083 0.19 1.56 1.100 0.32 3.9

>3 No 5

816.9 Sand 105 20 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 18 31 74 0.000 0

31 0.984 0.082 0.53 1.56 1.100 0.90 11.0

>3 No 7.5 814.4 Sand 105 15 4

788 788 1.59 1.00 1.00 1.20 0.75 1.00 14 22 62 0.000 0

22 0.970 0.081 0.23 1.56 1.100 0.39 4.8

>3 No 10 811.9 Sand 105 17 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 15 21 62 0.000 0

21 0.955 0.079 0.22 1.56 1.097 0.38 4.7

>3 No 12.5 809.4 Sand 105 18 4

1,313 1,313 1.23 1.00 1.00 1.20 0.75 1.00 16 20 60 0.000 0

20 0.939 0.078 0.21 1.56 1.063 0.34 4.4

>3 No 15 806.9 Sand 105 17 3

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 17 20 59 0.000 0

20 0.923 0.077 0.20 1.56 1.038 0.32 4.2

>3 No 20 801.9 Sand 105 27 3

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 31 30 74 0.000 0

30 0.887 0.074 0.49 1.56 1.001 0.76 10.3

>3 No 25 796.9 Sand 105 37 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 42 37 82 0.000 0

37 0.849 0.071 1.67 1.56 0.936 2.00 28.3

>3 No 30 791.9 Sand 105 25 4

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 29 23 64 0.000 0

23 0.809 0.067 0.24 1.56 0.941 0.36 5.3

>3 No 35 786.9 Sand 105 30 3

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 36 28 71 0.000 0

28 0.770 0.070 0.37 1.56 0.915 0.53 7.6

>3 No 40 781.9 Sand 105 18 3

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 22 16 54 0.000 0

16 0.730 0.071 0.17 1.56 0.939 0.24 3.4

>3 No 45 776.9 Sand 105 26 3

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 31 23 64 0.000 0

23 0.692 0.072 0.24 1.56 0.913 0.35 4.8

>3 No 55 766.9 Sand 105 14 3

5,775 4,215 0.69 1.00 1.00 1.20 1.00 1.00 17 12 46 0.000 0

12 0.621 0.071 0.13 1.56 0.932 0.19 2.7 2.7 No 65 756.9 Sand 105 37 6

6,825 4,641 0.66 1.00 1.00 1.20 1.00 1.00 44 29 73 0.015 0

29 0.560 0.068 0.44 1.56 0.846 0.58 8.4

>3 No 70 751.9 Sand 105 9

3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 11 7

35 0.000 0

7 0.533 0.067 0.10 1.56 0.932 0.14 2.1 2.1 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.191 0.60 0.000 0.00%

0.000 3.88 58 0.00%

0.000 18 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.043

-0.13 0.000 0.00%

0.000 11.00 74 0.00%

0.000 31 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.134 0.44 0.000 0.00%

0.000 4.80 62 0.00%

0.000 22 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.140 0.46 0.000 0.00%

0.000 4.74 62 0.00%

0.000 21 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.159 0.52 0.000 0.00%

0.000 4.37 60 0.00%

0.000 20 0.078 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.167 0.54 0.000 0.00%

0.000 4.23 59 0.00%

0.000 20 0.077 0.00%

0.000 Vv Total vertical stress 0.046

-0.09 0.000 0.00%

0.000 10.32 74 0.00%

0.000 30 0.074 0.00%

0.000 V'v Effective vertical stress 0.016

-0.57 0.000 0.00%

0.000 28.33 82 0.00%

0.000 37 0.071 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.117 0.37 0.000 0.00%

0.000 5.33 64 0.00%

0.000 23 0.067 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.063 0.06 0.000 0.00%

0.000 7.63 71 0.00%

0.000 28 0.070 0.00%

0.000 CN Overburden correction for blowcounts 0.243 0.71 0.000 0.00%

0.000 3.41 54 0.00%

0.000 16 0.071 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.117 0.37 0.000 0.00%

0.000 4.84 64 0.00%

0.000 23 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.398 0.87 0.000 0.00%

0.000 2.66 46 0.00%

0.000 12 0.071 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.052

-0.03 0.000 0.00%

0.000 8.43 73 0.00%

0.000 29 0.068 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%

0.000 2.12 35 0.00%

0.000 7

0.067 0.00%

0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-4 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-04 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 824.6 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-05 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.1 Sand 105 20 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 18 31 74 0.000 0

31 0.997 0.083 0.53 1.56 1.100 0.90 10.9

>3 No 5

819.6 Sand 105 26 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 23 40 85 0.000 0

40 0.984 0.082 2.00 1.56 1.100 2.00 24.4

>3 No 7.5 817.1 Sand 105 26 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 23 37 82 0.000 0

37 0.970 0.081 1.88 1.56 1.100 2.00 24.8

>3 No 10 814.6 Sand 105 20 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 18 25 67 0.000 0

25 0.955 0.079 0.29 1.56 1.100 0.49 6.2

>3 No 15 809.6 Sand 105 19 6

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 19 22 63 0.028 0

22 0.923 0.077 0.23 1.56 1.042 0.38 4.9

>3 No 20 804.6 Sand 105 30 3

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 34 33 78 0.000 0

33 0.887 0.074 0.81 1.56 1.001 1.27 17.2

>3 No 25 799.6 Sand 105 27 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 31 27 70 0.000 0

27 0.849 0.071 0.34 1.56 0.962 0.51 7.3

>3 No 30 794.6 Sand 105 24 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 27 22 63 0.000 0

22 0.809 0.067 0.23 1.56 0.943 0.34 5.0

>3 No 35 789.6 Sand 105 32 3

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 38 30 73 0.000 0

30 0.770 0.070 0.46 1.56 0.907 0.65 9.3

>3 No 40 784.6 Sand 105 30 5

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 36 27 70 0.002 0

27 0.730 0.071 0.34 1.56 0.907 0.49 6.8

>3 No 45 779.6 Sand 105 21 3

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 25 18 58 0.000 0

18 0.692 0.072 0.19 1.56 0.927 0.27 3.8

>3 No 50 774.6 Sand 105 24 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 29 20 61 0.000 0

20 0.656 0.072 0.21 1.56 0.913 0.30 4.2

>3 No 60 764.6 Sand 105 46 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 55 37 82 0.000 0

37 0.589 0.070 1.79 1.56 0.781 2.00 28.7

>3 No 70 754.6 Sand 105 34 3

7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 41 26 69 0.000 0

26 0.533 0.067 0.32 1.56 0.858 0.43 6.4

>3 No 80 744.6 Sand 105 24 3

8,400 5,280 0.62 1.00 1.00 1.20 1.00 1.00 29 18 57 0.000 0

18 0.489 0.065 0.18 1.56 0.888 0.25 3.9

>3 No 90 734.6 Sand 105 50 8

9,450 5,706 0.59 1.00 1.00 1.20 1.00 1.00 60 36 81 0.368 0

36 0.456 0.063 1.34 1.56 0.725 1.52 24.2

>3 No 99 725.6 Sand 105 43 3

10,395 6,089 0.57 1.00 1.00 1.20 1.00 1.00 52 30 73 0.000 0

30 0.437 0.062 0.46 1.56 0.789 0.57 9.1

>3 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.043

-0.13 0.000 0.00%

0.000 10.86 74 0.00%

0.000 31 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.009

-0.79 0.000 0.00%

0.000 24.42 85 0.00%

0.000 40 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.015

-0.60 0.000 0.00%

0.000 24.77 82 0.00%

0.000 37 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.090 0.24 0.000 0.00%

0.000 6.18 67 0.00%

0.000 25 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.129 0.42 0.000 0.00%

0.000 4.89 63 0.00%

0.000 22 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.028

-0.32 0.000 0.00%

0.000 17.16 78 0.00%

0.000 33 0.074 0.00%

0.000 Vv Total vertical stress 0.070 0.12 0.000 0.00%

0.000 7.27 70 0.00%

0.000 27 0.071 0.00%

0.000 V'v Effective vertical stress 0.130 0.42 0.000 0.00%

0.000 5.03 63 0.00%

0.000 22 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.049

-0.06 0.000 0.00%

0.000 9.34 73 0.00%

0.000 30 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.070 0.11 0.000 0.00%

0.000 6.82 70 0.00%

0.000 27 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.192 0.60 0.000 0.00%

0.000 3.76 58 0.00%

0.000 18 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.153 0.50 0.000 0.00%

0.000 4.19 61 0.00%

0.000 20 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.015

-0.59 0.000 0.00%

0.000 28.67 82 0.00%

0.000 37 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.077 0.16 0.000 0.00%

0.000 6.40 69 0.00%

0.000 26 0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.205 0.63 0.000 0.00%

0.000 3.87 57 0.00%

0.000 18 0.065 0.00%

0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods 0.019

-0.50 0.000 0.00%

0.000 24.19 81 0.00%

0.000 36 0.063 0.00%

0.000 CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only) 0.049

-0.06 0.000 0.00%

0.000 9.11 73 0.00%

0.000 30 0.062 0.00%

0.000 Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-5 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-05 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 825.9 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-06 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 0.1 825.8 Sand 105 6

3 11 11 1.70 1.00 1.00 1.20 0.75 1.00 5

9 41 0.000 0

9 1.008 0.084 0.11 1.56 1.100 0.19 2.3 2.3 No 2

823.9 Sand 105 21 3

210 210 1.70 1.00 1.00 1.20 0.75 1.00 19 32 76 0.000 0

32 0.999 0.083 0.66 1.56 1.100 1.13 13.6

>3 No 4

821.9 Sand 105 40 3

420 420 1.70 1.00 1.00 1.20 0.75 1.00 36 61 90 0.000 0

61 0.990 0.082 2.00 1.56 1.100 2.00 24.3

>3 No 6

819.9 Sand 105 40 3

630 630 1.70 1.00 1.00 1.20 0.75 1.00 36 61 90 0.000 0

61 0.979 0.081 2.00 1.56 1.100 2.00 24.6

>3 No 8

817.9 Sand 105 23 3

840 840 1.54 1.00 1.00 1.20 0.75 1.00 21 32 76 0.000 0

32 0.968 0.081 0.64 1.56 1.100 1.10 13.6

>3 No 10 815.9 Sand 105 17 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 15 21 62 0.000 0

21 0.955 0.079 0.22 1.56 1.097 0.38 4.7

>3 No 12 813.9 Sand 105 19 3

1,260 1,260 1.26 1.00 1.00 1.20 0.75 1.00 17 22 62 0.000 0

22 0.943 0.078 0.23 1.56 1.073 0.38 4.8

>3 No 14 811.9 Sand 105 18 5

1,470 1,470 1.17 1.00 1.00 1.20 0.85 1.00 18 21 62 0.002 0

21 0.929 0.077 0.22 1.56 1.051 0.37 4.8

>3 No 16 809.9 Sand 105 22 3

1,680 1,680 1.09 1.00 1.00 1.20 0.85 1.00 22 24 67 0.000 0

24 0.916 0.076 0.28 1.56 1.036 0.45 5.9

>3 No 18 807.9 Sand 105 17 3

1,890 1,890 1.03 1.00 1.00 1.20 0.85 1.00 17 18 57 0.000 0

18 0.901 0.075 0.18 1.56 1.014 0.29 3.8

>3 No 20 805.9 Sand 105 17 3

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 19 19 59 0.000 0

19 0.887 0.074 0.19 1.56 1.001 0.30 4.1

>3 No 22 803.9 Sand 105 20 3

2,310 2,310 0.93 1.00 1.00 1.20 0.95 1.00 23 21 62 0.000 0

21 0.872 0.073 0.22 1.56 0.987 0.34 4.7

>3 No 24 801.9 Sand 105 21 3

2,520 2,520 0.89 1.00 1.00 1.20 0.95 1.00 24 21 62 0.000 0

21 0.856 0.071 0.22 1.56 0.975 0.34 4.8

>3 No 26 799.9 Sand 105 17 3

2,730 2,730 0.86 1.00 1.00 1.20 0.95 1.00 19 17 55 0.000 0

17 0.841 0.070 0.17 1.56 0.970 0.26 3.7

>3 No 28 797.9 Sand 105 17 3

2,940 2,940 0.82 1.00 1.00 1.20 0.95 1.00 19 16 54 0.000 0

16 0.825 0.069 0.16 1.56 0.962 0.25 3.6

>3 No 30 795.9 Sand 105 27 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 31 25 67 0.000 0

25 0.809 0.067 0.28 1.56 0.936 0.41 6.1

>3 No 32 793.9 Sand 105 35 3

3,360 3,235 0.79 1.00 1.00 1.20 0.95 1.00 40 31 75 0.000 0

31 0.793 0.069 0.59 1.56 0.907 0.83 12.1

>3 No 34 791.9 Sand 105 29 3

3,570 3,320 0.78 1.00 1.00 1.20 1.00 1.00 35 27 70 0.000 0

27 0.778 0.070 0.35 1.56 0.920 0.50 7.2

>3 No 36 789.9 Sand 105 25 3

3,780 3,406 0.77 1.00 1.00 1.20 1.00 1.00 30 23 65 0.000 0

23 0.762 0.070 0.25 1.56 0.928 0.36 5.1

>3 No 38 787.9 Sand 105 25 3

3,990 3,491 0.76 1.00 1.00 1.20 1.00 1.00 30 23 64 0.000 0

23 0.746 0.071 0.24 1.56 0.925 0.35 5.0

>3 No 40 785.9 Sand 105 29 3

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 35 26 69 0.000 0

26 0.730 0.071 0.32 1.56 0.910 0.45 6.3

>3 No 42 783.9 Sand 105 31 3

4,410 3,661 0.74 1.00 1.00 1.20 1.00 1.00 37 27 71 0.000 0

27 0.715 0.072 0.36 1.56 0.900 0.51 7.1

>3 No 44 781.9 Sand 105 31 3

4,620 3,746 0.73 1.00 1.00 1.20 1.00 1.00 37 27 70 0.000 0

27 0.700 0.072 0.35 1.56 0.898 0.49 6.9

>3 No 46 779.9 Sand 105 31 3

4,830 3,832 0.72 1.00 1.00 1.20 1.00 1.00 37 27 70 0.000 0

27 0.685 0.072 0.34 1.56 0.895 0.48 6.7

>3 No 48 777.9 Sand 105 26 4

5,040 3,917 0.71 1.00 1.00 1.20 1.00 1.00 31 22 64 0.000 0

22 0.670 0.072 0.24 1.56 0.910 0.34 4.7

>3 No 60 765.9 Sand 105 26 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 31 21 62 0.000 0

21 0.589 0.070 0.22 1.56 0.897 0.31 4.4

>3 No 70 755.9 Sand 105 24 3

7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 29 18 58 0.000 0

18 0.533 0.067 0.19 1.56 0.895 0.26 3.9

>3 No 80 746 Sand 105 48 3

8,400 5,280 0.62 1.00 1.00 1.20 1.00 1.00 58 35 80 0.000 0

35 0.4889 0.065 1.22 1.56 0.753 1.43 22.1

>3 No 90 736 Sand 105 50 3

9,450 5,706 0.59 1.00 1.00 1.20 1.00 1.00 60 36 80 0.000 0

36 0.4564 0.063 1.24 1.56 0.731 1.41 22.5

>3 No 100 726 Sand 105 28 5

10,500 6,132 0.57 1.00 1.00 1.20 1.00 1.00 34 19 59 0.002 0

19 0.4358 0.062 0.20 1.56 0.862 0.26 4.3

>3 No DONE BY:

TER DATE:

7/20/2012 CHECK:

TGK DATE:

7/20/2012 Borehole =

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-06 SHINE MEDICAL TECHNOLOGIES FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-6a SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 825.9 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-06 Borehole =

SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches) 0.500 0.93 0.000 0.00%

0.000 2.30 41 0.00%

0.000 9

0.084 0.00%

0.000 0.034

-0.23 0.000 0.00%

0.000 13.57 76 0.00%

0.000 32 0.083 0.00%

0.000 0.000

-2.53 0.000 0.00%

0.000 24.29 90 0.00%

0.000 61 0.082 0.00%

0.000 0.000

-2.53 0.000 0.00%

0.000 24.55 90 0.00%

0.000 61 0.081 0.00%

0.000 0.035

-0.22 0.000 0.00%

0.000 13.61 76 0.00%

0.000 32 0.081 0.00%

0.000 0.140 0.46 0.000 0.00%

0.000 4.74 62 0.00%

0.000 21 0.079 0.00%

0.000 0.133 0.43 0.000 0.00%

0.000 4.83 62 0.00%

0.000 22 0.078 0.00%

0.000 0.135 0.44 0.000 0.00%

0.000 4.76 62 0.00%

0.000 21 0.077 0.00%

0.000 0.094 0.26 0.000 0.00%

0.000 5.91 67 0.00%

0.000 24 0.076 0.00%

0.000 0.202 0.63 0.000 0.00%

0.000 3.84 57 0.00%

0.000 18 0.075 0.00%

0.000 0.180 0.57 0.000 0.00%

0.000 4.09 59 0.00%

0.000 19 0.074 0.00%

0.000 0.139 0.45 0.000 0.00%

0.000 4.71 62 0.00%

0.000 21 0.073 0.00%

0.000 Legend 0.137 0.45 0.000 0.00%

0.000 4.77 62 0.00%

0.000 21 0.071 0.00%

0.000 Depth Depth of sample (ft) 0.232 0.69 0.000 0.00%

0.000 3.68 55 0.00%

0.000 17 0.070 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.247 0.71 0.000 0.00%

0.000 3.60 54 0.00%

0.000 16 0.069 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.094 0.26 0.000 0.00%

0.000 6.06 67 0.00%

0.000 25 0.067 0.00%

0.000 NField Uncorrected field blowcounts 0.038

-0.18 0.000 0.00%

0.000 12.10 75 0.00%

0.000 31 0.069 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.069 0.11 0.000 0.00%

0.000 7.15 70 0.00%

0.000 27 0.070 0.00%

0.000 Vv Total vertical stress 0.113 0.35 0.000 0.00%

0.000 5.13 65 0.00%

0.000 23 0.070 0.00%

0.000 V'v Effective vertical stress 0.117 0.37 0.000 0.00%

0.000 4.97 64 0.00%

0.000 23 0.071 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.078 0.17 0.000 0.00%

0.000 6.30 69 0.00%

0.000 26 0.071 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.065 0.08 0.000 0.00%

0.000 7.14 71 0.00%

0.000 27 0.072 0.00%

0.000 CN Overburden correction for blowcounts 0.068 0.10 0.000 0.00%

0.000 6.88 70 0.00%

0.000 27 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.070 0.12 0.000 0.00%

0.000 6.66 70 0.00%

0.000 27 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.122 0.39 0.000 0.00%

0.000 4.70 64 0.00%

0.000 22 0.072 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.143 0.47 0.000 0.00%

0.000 4.38 62 0.00%

0.000 21 0.070 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.188 0.60 0.000 0.00%

0.000 3.92 58 0.00%

0.000 18 0.067 0.00%

0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods 0.020

-0.47 0.000 0.00%

0.000 22.15 80 0.00%

0.000 35 0.065 0.00%

0.000 CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only) 0.020

-0.47 0.000 0.00%

0.000 22.47 80 0.00%

0.000 36 0.063 0.00%

0.000 Wspt Hspt (OD^3 - ID^3) 0.174 0.56 0.000 0.00%

0.000 4.25 59 0.00%

0.000 19 0.062 0.00%

0.000 CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-6b Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-06 SHINE MEDICAL TECHNOLOGIES (continued)

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 826.4 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-07 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 823.9 Sand 105 16 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 14 24 67 0.000 0

24 0.997 0.083 0.28 1.56 1.100 0.48 5.8

>3 No 5

821.4 Sand 105 46 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 41 70 90 0.000 0

70 0.984 0.082 2.00 1.56 1.100 2.00 24.4

>3 No 7.5 818.9 Sand 105 33 4

788 788 1.59 1.00 1.00 1.20 0.75 1.00 30 47 90 0.000 0

47 0.970 0.081 2.00 1.56 1.100 2.00 24.8

>3 No 10 816.4 Sand 105 21 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 19 26 69 0.000 0

26 0.955 0.079 0.32 1.56 1.100 0.55 6.9

>3 No 15 811.4 Sand 105 12 2

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 12 14 50 0.000 0

14 0.923 0.077 0.15 1.56 1.031 0.24 3.1

>3 No 20 806.4 Sand 105 28 3

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 32 31 75 0.000 0

31 0.887 0.074 0.57 1.56 1.001 0.89 12.0

>3 No 25 801.4 Sand 105 35 5

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 40 35 79 0.002 0

35 0.849 0.071 1.07 1.56 0.943 1.57 22.3

>3 No 30 796.4 Sand 105 13 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 15 12 46 0.000 0

12 0.809 0.067 0.13 1.56 0.960 0.20 2.9 2.9 No 35 791.4 Sand 105 25 4

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 30 23 65 0.000 0

23 0.770 0.070 0.25 1.56 0.930 0.37 5.2

>3 No 40 786.4 Sand 105 34 3

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 41 31 74 0.000 0

31 0.730 0.071 0.52 1.56 0.890 0.72 10.1

>3 No 45 781.4 Sand 105 33 5

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 40 29 72 0.002 0

29 0.692 0.072 0.42 1.56 0.888 0.58 8.1

>3 No 50 776.4 Sand 105 33 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 40 28 71 0.000 0

28 0.656 0.072 0.38 1.56 0.882 0.53 7.4

>3 No 60 766.4 Sand 105 15 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 18 12 47 0.000 0

12 0.589 0.070 0.13 1.56 0.926 0.19 2.8 2.8 No 70 756.4 Sand 105 16 3

7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 19 12 47 0.000 0

12 0.533 0.067 0.13 1.56 0.916 0.19 2.9 2.9 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.095 0.26 0.000 0.00%

0.000 5.76 67 0.00%

0.000 24 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.000

-3.33 0.000 0.00%

0.000 24.42 90 0.00%

0.000 70 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.001

-1.37 0.000 0.00%

0.000 24.77 90 0.00%

0.000 47 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.078 0.17 0.000 0.00%

0.000 6.87 69 0.00%

0.000 26 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.313 0.80 0.000 0.00%

0.000 3.07 50 0.00%

0.000 14 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.040

-0.17 0.000 0.00%

0.000 12.01 75 0.00%

0.000 31 0.074 0.00%

0.000 Vv Total vertical stress 0.023

-0.42 0.000 0.00%

0.000 22.31 79 0.00%

0.000 35 0.071 0.00%

0.000 V'v Effective vertical stress 0.388 0.87 0.000 0.00%

0.000 2.92 46 0.00%

0.000 12 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.111 0.34 0.000 0.00%

0.000 5.22 65 0.00%

0.000 23 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.043

-0.12 0.000 0.00%

0.000 10.10 74 0.00%

0.000 31 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.055

-0.01 0.000 0.00%

0.000 8.06 72 0.00%

0.000 29 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.061 0.04 0.000 0.00%

0.000 7.37 71 0.00%

0.000 28 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.376 0.86 0.000 0.00%

0.000 2.76 47 0.00%

0.000 12 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.367 0.85 0.000 0.00%

0.000 2.87 47 0.00%

0.000 12 0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-7 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-07 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 824.7 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-08 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.2 Sand 105 18 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 16 28 71 0.000 0

28 0.997 0.083 0.37 1.56 1.100 0.63 7.6

>3 No 5

819.7 Sand 105 16 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 14 24 67 0.000 0

24 0.984 0.082 0.28 1.56 1.100 0.48 5.8

>3 No 7.5 817.2 Sand 105 20 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 18 29 72 0.000 0

29 0.970 0.081 0.41 1.56 1.100 0.71 8.8

>3 No 10 814.7 Sand 105 14 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 13 17 56 0.000 0

17 0.955 0.079 0.18 1.56 1.084 0.30 3.8

>3 No 15 809.7 Sand 105 15 3

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 15 17 56 0.000 0

17 0.923 0.077 0.18 1.56 1.035 0.28 3.7

>3 No 20 804.7 Sand 105 12 2

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 14 13 49 0.000 0

13 0.887 0.074 0.14 1.56 1.000 0.22 3.0

>3 No 25 799.7 Sand 105 12 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 14 12 47 0.000 0

12 0.849 0.071 0.13 1.56 0.978 0.20 2.9 2.9 No 30 794.7 Sand 105 21 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 24 19 59 0.000 0

19 0.809 0.067 0.20 1.56 0.948 0.29 4.3

>3 No 35 789.7 Sand 105 24 4

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 29 22 63 0.000 0

22 0.770 0.070 0.24 1.56 0.932 0.34 4.9

>3 No 40 784.7 Sand 105 34 6

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 41 31 74 0.028 0

31 0.730 0.071 0.52 1.56 0.890 0.72 10.1

>3 No 45 779.7 Sand 105 18 3

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 22 16 53 0.000 0

16 0.692 0.072 0.16 1.56 0.933 0.24 3.3

>3 No 50 774.7 Sand 105 21 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 25 18 57 0.000 0

18 0.656 0.072 0.18 1.56 0.921 0.26 3.7

>3 No 60 764.7 Sand 105 40 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 48 32 76 0.000 0

32 0.589 0.070 0.67 1.56 0.832 0.87 12.5

>3 No 70 754.7 Sand 105 9

3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 11 7

35 0.000 0

7 0.533 0.067 0.10 1.56 0.932 0.14 2.1 2.1 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.065 0.07 0.000 0.00%

0.000 7.57 71 0.00%

0.000 28 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.095 0.26 0.000 0.00%

0.000 5.83 67 0.00%

0.000 24 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.056 0.00 0.000 0.00%

0.000 8.79 72 0.00%

0.000 29 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.212 0.65 0.000 0.00%

0.000 3.78 56 0.00%

0.000 17 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.216 0.66 0.000 0.00%

0.000 3.71 56 0.00%

0.000 17 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.329 0.82 0.000 0.00%

0.000 3.02 49 0.00%

0.000 13 0.074 0.00%

0.000 Vv Total vertical stress 0.383 0.86 0.000 0.00%

0.000 2.85 47 0.00%

0.000 12 0.071 0.00%

0.000 V'v Effective vertical stress 0.176 0.57 0.000 0.00%

0.000 4.29 59 0.00%

0.000 19 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.124 0.40 0.000 0.00%

0.000 4.91 63 0.00%

0.000 22 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.043

-0.13 0.000 0.00%

0.000 10.14 74 0.00%

0.000 31 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.255 0.73 0.000 0.00%

0.000 3.29 53 0.00%

0.000 16 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.203 0.63 0.000 0.00%

0.000 3.65 57 0.00%

0.000 18 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.034

-0.24 0.000 0.00%

0.000 12.50 76 0.00%

0.000 32 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%

0.000 2.12 35 0.00%

0.000 7

0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-8 Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-08 SHINE MEDICAL TECHNOLOGIES Total Settlement (average)

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Borehole =

SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 825.0 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-09 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 822.5 Sand 105 11 8

263 263 1.70 1.00 1.00 1.20 0.75 1.00 10 17 56 0.496 0

17 0.997 0.083 0.18 1.56 1.100 0.30 3.7

>3 No 5

820.0 Sand 105 37 3

525 525 1.70 1.00 1.00 1.20 0.75 1.00 33 57 90 0.000 0

57 0.984 0.082 2.00 1.56 1.100 2.00 24.4

>3 No 7.5 817.5 Sand 105 29 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 26 42 87 0.000 0

42 0.970 0.081 2.00 1.56 1.100 2.00 24.8

>3 No 10 815.0 Sand 105 17 3

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 15 21 62 0.000 0

21 0.955 0.079 0.22 1.56 1.097 0.38 4.7

>3 No 15 810.0 Sand 105 20 3

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 20 23 65 0.000 0

23 0.923 0.077 0.25 1.56 1.044 0.41 5.3

>3 No 20 805.0 Sand 105 20 4

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 23 22 63 0.000 0

22 0.887 0.074 0.24 1.56 1.001 0.37 5.0

>3 No 25 800.0 Sand 105 14 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 16 14 50 0.000 0

14 0.849 0.071 0.15 1.56 0.977 0.22 3.2

>3 No 30 795.0 Sand 105 12 3

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 14 11 44 0.000 0

11 0.809 0.067 0.12 1.56 0.962 0.19 2.8 2.8 No 35 790.0 Sand 105 34 3

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 41 31 75 0.000 0

31 0.770 0.070 0.59 1.56 0.899 0.83 11.9

>3 No 40 785.0 Sand 105 20 3

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 24 18 57 0.000 0

18 0.730 0.071 0.18 1.56 0.935 0.27 3.7

>3 No 45 780.0 Sand 105 32 3

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 38 28 71 0.000 0

28 0.692 0.072 0.38 1.56 0.892 0.53 7.4

>3 No 50 775.0 Sand 105 44 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 53 37 82 0.000 0

37 0.656 0.072 1.90 1.56 0.811 2.00 27.9

>3 No 60 765.0 Sand 105 32 5

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 38 26 68 0.002 0

26 0.589 0.070 0.31 1.56 0.875 0.42 6.1

>3 No 70 755.0 Sand 105 24 3

7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 29 18 58 0.000 0

18 0.533 0.067 0.19 1.56 0.895 0.26 3.9

>3 No 80 745.0 Sand 105 50 3

8,400 5,280 0.62 1.00 1.00 1.20 1.00 1.00 60 37 82 0.000 0

37 0.489 0.065 1.72 1.56 0.730 1.96 30.3

>3 No 90 735.0 Sand 105 50 3

9,450 5,706 0.59 1.00 1.00 1.20 1.00 1.00 60 36 80 0.000 0

36 0.456 0.063 1.24 1.56 0.731 1.41 22.5

>3 No 100 725.0 Sand 105 27 3

10,500 6,132 0.57 1.00 1.00 1.20 1.00 1.00 32 19 58 0.000 0

19 0.436 0.062 0.19 1.56 0.865 0.26 4.1

>3 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.214 0.65 0.000 0.00%

0.000 3.66 56 0.00%

0.000 17 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.000

-2.14 0.000 0.00%

0.000 24.42 90 0.00%

0.000 57 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.006

-0.93 0.000 0.00%

0.000 24.77 87 0.00%

0.000 42 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.140 0.46 0.000 0.00%

0.000 4.74 62 0.00%

0.000 21 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.113 0.35 0.000 0.00%

0.000 5.29 65 0.00%

0.000 23 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.123 0.39 0.000 0.00%

0.000 5.02 63 0.00%

0.000 22 0.074 0.00%

0.000 Vv Total vertical stress 0.309 0.80 0.000 0.00%

0.000 3.18 50 0.00%

0.000 14 0.071 0.00%

0.000 V'v Effective vertical stress 0.429 0.89 0.000 0.00%

0.000 2.77 44 0.00%

0.000 11 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.038

-0.19 0.000 0.00%

0.000 11.90 75 0.00%

0.000 31 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.200 0.62 0.000 0.00%

0.000 3.74 57 0.00%

0.000 18 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.062 0.05 0.000 0.00%

0.000 7.36 71 0.00%

0.000 28 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.015

-0.60 0.000 0.00%

0.000 27.94 82 0.00%

0.000 37 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.080 0.18 0.000 0.00%

0.000 6.08 68 0.00%

0.000 26 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.188 0.60 0.000 0.00%

0.000 3.92 58 0.00%

0.000 18 0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods 0.016

-0.58 0.000 0.00%

0.000 30.27 82 0.00%

0.000 37 0.065 0.00%

0.000 CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods 0.020

-0.47 0.000 0.00%

0.000 22.47 80 0.00%

0.000 36 0.063 0.00%

0.000 CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only) 0.188 0.59 0.000 0.00%

0.000 4.11 58 0.00%

0.000 19 0.062 0.00%

0.000 Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-9 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-09 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA/Mud Rotary Groundwater Ground Surface Elevation

Spoon OD (in.) =

2.0 Energy Ratio (ER) =

72 Return Period =

4,975 years Spoon ID (in.) =

1.375 Hole Dia (I.D. for HSA) =

83 (65-115, 150 or 200) mm Mw =

5.80 Hammer weight (lb) =

140 Sampler Lined (Y/N) =

N/A PGA =

0.13 g

Hammer Drop (in.) =

30 PGAROCK =

0.08 g

Hammer Type =

FPGA =

1.6 Drilling Method =

Standard SPT Spoon OD (in.) =

2.0 Standard SPT Spoon ID (in.) =

1.375 Depth GW =

30 ft 826.2 ft Standard SPT Hammer weight (lb) =

140 Standard SPT Hammer Drop (in.) =

30 Surcharge:

0 psf Height of Surcharge:

0 ft G11-10 non-standard energy

'1 Sample Fines overburden sampler size sample ratio rod length borehole (based on FSLIQ FSLIQ Potentially Depth Elevation Soil bulk NField Comments Content Vv V'v factor

& hammer liner factor factor factor dia. factor N60 (N1)60 Dr

'1 surcharge, k=

(N1)60 CS rd CSR CRR7.5 MSF Ks CRR (as (as Liquefiable?

(ft)

(ft)

Type (pcf)

(blows/ft)

(Heave, etc.)

(%)

(psf)

(psf)

CN CHS Cs CER CR CB (blows/ft)

(blows/ft) 0.4 (blows/ft) calculated) plotted) 2.5 823.7 Sand 105 18 3

263 263 1.70 1.00 1.00 1.20 0.75 1.00 16 28 71 0.000 0

28 0.997 0.083 0.37 1.56 1.100 0.63 7.6

>3 No 5

821.2 Sand 105 16 5

525 525 1.70 1.00 1.00 1.20 0.75 1.00 14 24 67 0.002 0

24 0.984 0.082 0.28 1.56 1.100 0.48 5.8

>3 No 7.5 818.7 Sand 105 20 3

788 788 1.59 1.00 1.00 1.20 0.75 1.00 18 29 72 0.000 0

29 0.970 0.081 0.41 1.56 1.100 0.71 8.8

>3 No 10 816.2 Sand 105 14 7

1,050 1,050 1.38 1.00 1.00 1.20 0.75 1.00 13 17 56 0.135 0

18 0.955 0.079 0.18 1.56 1.085 0.30 3.8

>3 No 15 811.2 Sand 105 15 3

1,575 1,575 1.13 1.00 1.00 1.20 0.85 1.00 15 17 56 0.000 0

17 0.923 0.077 0.18 1.56 1.035 0.28 3.7

>3 No 20 806.2 Sand 105 12 6

2,100 2,100 0.98 1.00 1.00 1.20 0.95 1.00 14 13 49 0.028 0

13 0.887 0.074 0.14 1.56 1.000 0.22 3.0

>3 No 25 801.2 Sand 105 12 3

2,625 2,625 0.87 1.00 1.00 1.20 0.95 1.00 14 12 47 0.000 0

12 0.849 0.071 0.13 1.56 0.978 0.20 2.9 2.9 No 30 796.2 Sand 105 21 2

3,150 3,150 0.80 1.00 1.00 1.20 0.95 1.00 24 19 59 0.000 0

19 0.809 0.067 0.20 1.56 0.948 0.29 4.3

>3 No 35 791.2 Sand 105 24 3

3,675 3,363 0.77 1.00 1.00 1.20 1.00 1.00 29 22 63 0.000 0

22 0.770 0.070 0.24 1.56 0.932 0.34 4.9

>3 No 40 786.2 Sand 105 34 4

4,200 3,576 0.75 1.00 1.00 1.20 1.00 1.00 41 31 74 0.000 0

31 0.730 0.071 0.52 1.56 0.890 0.72 10.1

>3 No 45 781.2 Sand 105 18 3

4,725 3,789 0.73 1.00 1.00 1.20 1.00 1.00 22 16 53 0.000 0

16 0.692 0.072 0.16 1.56 0.933 0.24 3.3

>3 No 50 776.2 Sand 105 21 3

5,250 4,002 0.71 1.00 1.00 1.20 1.00 1.00 25 18 57 0.000 0

18 0.656 0.072 0.18 1.56 0.921 0.26 3.7

>3 No 60 766.2 Sand 105 40 3

6,300 4,428 0.67 1.00 1.00 1.20 1.00 1.00 48 32 76 0.000 0

32 0.589 0.070 0.67 1.56 0.832 0.87 12.5

>3 No 70 756.2 Sand 105 9

3 7,350 4,854 0.64 1.00 1.00 1.20 1.00 1.00 11 7

35 0.000 0

7 0.533 0.067 0.10 1.56 0.932 0.14 2.1 2.1 No Jlim FD Jmax Hv Settlement Dr Hv Settlement (N1)60cs CSR Hv Settlement

(%)

(%)

(%)

(inches)

FSLIQ

(%)

(inches)

(blows/ft)

(%)

(inches)

Legend 0.065 0.07 0.000 0.00%

0.000 7.57 71 0.00%

0.000 28 0.083 0.00%

0.000 Depth Depth of sample (ft) 0.095 0.26 0.000 0.00%

0.000 5.83 67 0.00%

0.000 24 0.082 0.00%

0.000 Soil Type Dominate soil type: Gravel, Sand, Silt, or Clay 0.056 0.00 0.000 0.00%

0.000 8.79 72 0.00%

0.000 29 0.081 0.00%

0.000 bulk Bulk unit weight of soil (pcf) 0.209 0.64 0.000 0.00%

0.000 3.81 56 0.00%

0.000 18 0.079 0.00%

0.000 NField Uncorrected field blowcounts 0.216 0.66 0.000 0.00%

0.000 3.71 56 0.00%

0.000 17 0.077 0.00%

0.000 Fines Content Approximate percent of fines (minus No. 200) 0.328 0.82 0.000 0.00%

0.000 3.03 49 0.00%

0.000 13 0.074 0.00%

0.000 Vv Total vertical stress 0.383 0.86 0.000 0.00%

0.000 2.85 47 0.00%

0.000 12 0.071 0.00%

0.000 V'v Effective vertical stress 0.176 0.57 0.000 0.00%

0.000 4.29 59 0.00%

0.000 19 0.067 0.00%

0.000 ER Energy ratio (efficiency) for the hammer and sampling system (%)

0.124 0.40 0.000 0.00%

0.000 4.91 63 0.00%

0.000 22 0.070 0.00%

0.000 Depth GW Groundwater level below ground surface (ft) 0.043

-0.12 0.000 0.00%

0.000 10.10 74 0.00%

0.000 31 0.071 0.00%

0.000 CN Overburden correction for blowcounts 0.255 0.73 0.000 0.00%

0.000 3.29 53 0.00%

0.000 16 0.072 0.00%

0.000 CER Energy Ratio correction (ER/60); relative to 60% theoretical energy of standard SPT sampling 0.203 0.63 0.000 0.00%

0.000 3.65 57 0.00%

0.000 18 0.072 0.00%

0.000 CB Borehole diameter correction factor; relative to standard SPT sampling methods 0.034

-0.24 0.000 0.00%

0.000 12.50 76 0.00%

0.000 32 0.070 0.00%

0.000 CR Rod length correction factor; relative to standard SPT sampling methods 0.500 0.95 0.000 0.00%

0.000 2.12 35 0.00%

0.000 7

0.067 0.00%

0.000 CS Sampler liner correction factor; relative to standard SPT sampling methods CHS Sampler size and hammer energy correction factor; relative to standard SPT sampling methods CHS = W H (ODspt^3 - IDspt^3)

(for cohesionless soil only)

Wspt Hspt (OD^3 - ID^3)

CHS =

Rs(spt) / Rs Rs and Rs(spt) Burmistor's input energy and sampler size correction factor Rs =

OD^3 - ID^3 S =

0.00 in S =

0.00 in S =

0.00 in S =

0.0 in 144 W H Dia Borehole diameter (mm)

References:

Sampler Lined Sampler lined or unlined 1 Soil Liquefaction During Earthquakes, I.M. Idriss, and R.W. Boulanger, Earthquake Engineering Research Institute Monograph No. MNO-12, 2008.

GSE Ground surface elevation (feet) 2 Evaluation of Settlements in Sand Deposits Following Earthquakes, Ishihara, K. and Yoshimine, M., Soils and Foundations, Vol.32, No.1, pp.173-188, 1992.

(N1)60 SPT blowcount corrected for all factors (SSC Liao and RV Whitman 1986) 3 Evaluation of Settlements in Sand Due to Earthquake Shaking, Tokimatsu, K. and Seed, H.B., Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878, 1987.

(N1)60 CS SPT blowcount corrected for fines content 4 Earthquake-Induced Settlements in Saturated Sandy Soils, Lee, C.Y., ARPN Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 6-13, 2007.

Dr Relative Density, % (max of 90% utilized in this analysis) 5 Foundation Engineering Handbook, Fang, H.Y., 2nd ed., 1990, and reference to Burmister's (1948) input energy and sampler size correction.

rd Stress reduction factor CSR Cyclic Stress Ratio (seismic demand)

CRR7.5 Cyclic Resistance Ratio (soil capacity) normalized for a Mw = 7.5 earthquake DONE BY:

TER MSF Magnitude scaling factor FSLIQ Factor of Safety against liquefaction being triggered. FS<=1.1 is considered "low", FS= 1.1 to 1.4 is "intermediate", and FS>=1.4 is considered "high".

DATE:

7/20/2012 Mw:

Earthquake moment magnitude PGA & PGAROCK Peak ground acceleration, horizontal, at ground surface and at the rock surface, respectively (g)

CHECK:

TGK PGA = FPGA

  • PGAROCK FPGA Site coefficient to account for amplification or attenuation of PGAROCK seismic motions in rock to the ground surface DATE:

7/20/2012 FILE NAME: SHINE_LiqPotandSettle.xlsx PROJECT NUMBER: 113-81051 SHINE / SHINE MEDICAL TECHNOLOGIES / JANESVILLE, WI TABLE F-10 Total Settlement 1 Total Settlement 2 Total Settlement 3,4 Total Settlement (average)

CORRECTED SPT DATA AND LIQUEFACTION POTENTIAL - BOREHOLE G11-10 SHINE MEDICAL TECHNOLOGIES Borehole =

CYCLIC LOADING VOLUMETRIC STRAIN AND LIQUEFACTION INDUCED SETTLEMENT Idriss and Boulanger, 20081 Ishihara, 19922 Tokimatsu and Seed, 19873 as modified by Lee, 20074 SPT BLOW COUNT CORRECTIONS AND LIQUEFACTION POTENTIAL1 Input Parameters:

Hammer / Split Spoon Earthquake Motion Automatic 4.25" HSA Groundwater Ground Surface Elevation

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At Golder Associates we strive to be the most respected global group of companies specializing in ground engineering and environmental services.

Employee owned since our formation in 1960, we llave created a unique culture with pride in ownership, resulting in long-term organizational stability.

Golder professionals take the time to build an understanding of client needs and of the specific environments in whict1 they operate. We continue to expand our technical capabilities and have experienced steady growth witll employees now operating from offices located throughout Africa, Asia. Australasia.

Europe. Nortt1 Amenca and South America.

Golder Associates Inc.

4438 Haines Road Duluth, MN 55811 USA Tel: (218) 724-0088 Fax: (218) 724-0089 Africa Asia Australasia Europe North America South America

+ 27 11 254 4800

+ 852 2562 3658

+ 61 3 8862 3500

+ 356 21 42 30 20

+ 1 800 275 3281

+55 21 3095 9500 solutions@golder.com wv.w.golder.com Cfi'Golder Associates Golder. Golder Associates and the GA globe design are trademarks of Golder Associates Corporation

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