ML19309H093: Difference between revisions
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{{#Wiki_filter:1t 20050s03t:3 | {{#Wiki_filter:1t 20050s03t:3 | ||
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i | i ERRATA TO 10 CFR 50.55(e) | ||
Settlement of Diesel Generator Foundations and Building These drawings were omitted from 10 CFR 50.55(e) Interim Reports Referenced by Amendment 72 to the Application for Reactor | |||
ERRATA TO 10 CFR 50.55(e) | ! Construction Permit and Operating License - Units 1 and 2 Figures Revision Interim Report 1, 2, 3, 4, 5, 5A, 6, 7, 3R 3 8, 9, 10, 11 1, 2, 5, 7, 8, 11, 12, 13, 14, 4R 4 i 15, 16, 17, 18 sh 1,2,3, jl 19, 20, 21, 22, 23, 24, 25, 26, i 27, 28, 29, 30, 31, 32, 33 sh 1,2,3 i 34, 35, 36, 37, 38, 39, 40 sh 1,2,3 i 41 i | ||
Settlement of Diesel Generator Foundations and Building | |||
These drawings were omitted from 10 CFR 50.55(e) Interim Reports Referenced by Amendment 72 to the Application for Reactor | |||
! Construction Permit and Operating License - Units 1 and 2 | |||
! 1, 2, 11, 12, 13, 14, 14-1, 42, 43, SR 5 l 44, 45, 46, 47, 48, 49, 50, 51, 52, j 53, 54, 55, 56, 57, 58, 59, 60, 61, i 62, | ! 1, 2, 11, 12, 13, 14, 14-1, 42, 43, SR 5 l 44, 45, 46, 47, 48, 49, 50, 51, 52, j 53, 54, 55, 56, 57, 58, 59, 60, 61, i 62, | ||
; | ; | ||
91 7R 7 1 2-1, 5, 11, 12, 43, 47, 48, 49, 50, 8R 8 i 51, 52, 53, 54, 55, 56, 67, 90 | 91 7R 7 1 2-1, 5, 11, 12, 43, 47, 48, 49, 50, 8R 8 i 51, 52, 53, 54, 55, 56, 67, 90 | ||
} | } | ||
l Also provided is index of the latest revision of each figure, f | l Also provided is index of the latest revision of each figure, f | ||
l 4 | l 4 | ||
k | k 2 I I ! | ||
i 1 l | |||
2 I I ! | |||
i 1 | |||
l | |||
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l i , | l i , | ||
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O l | |||
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r INDEX TO DRAWINGS IN 10 CFR 50.55(e) INTERIM REPORTS | r INDEX TO DRAWINGS IN 10 CFR 50.55(e) INTERIM REPORTS | ||
| Line 60: | Line 41: | ||
'O | 'O | ||
(_/ 5 8 Seismic Category I Structures Sa 3 Seismic Category II Structures 6 3 Diesel Generator Building 7 Replaced by Figure 67 Bechtel Borings, Dutch Cone Penetrations, and Test Pit Locations in Main Plant Area (1978) 8 4 Diesel Generator Building Boring Plan 9 3 Diesel Generator Building Underground Utilities Plan 10 3 Diesel Generator Building Underground Utilities Section | (_/ 5 8 Seismic Category I Structures Sa 3 Seismic Category II Structures 6 3 Diesel Generator Building 7 Replaced by Figure 67 Bechtel Borings, Dutch Cone Penetrations, and Test Pit Locations in Main Plant Area (1978) 8 4 Diesel Generator Building Boring Plan 9 3 Diesel Generator Building Underground Utilities Plan 10 3 Diesel Generator Building Underground Utilities Section | ||
/~h LJ | /~h LJ 1 | ||
L. | |||
Index to Drawings (Cont'd) | Index to Drawings (Cont'd) | ||
Latest Revision s/ Figure Interim Report Title 11 8 Diesel Generator Building Proposed Surcharge Require-men;s Plan and Sections 12 8 Diesel Generator Building Proposed Surcharge Require-ments Sections and Details 13 6 Diesel Generator Building Settlement Data 14 5 Diesel Generator Building Settlement Data, Sheet 1 14-1 6 Diesel Generator Building | Latest Revision s/ Figure Interim Report Title 11 8 Diesel Generator Building Proposed Surcharge Require-men;s Plan and Sections 12 8 Diesel Generator Building Proposed Surcharge Require-ments Sections and Details 13 6 Diesel Generator Building Settlement Data 14 5 Diesel Generator Building Settlement Data, Sheet 1 14-1 6 Diesel Generator Building | ||
; | ; | ||
Settlement Data, Sheet 2 15 Replaced by Figure 43 Diesel Generator Building Settlement Data Time Rate 16 Replaced by Figure 44 Diesel Generator Pedestal 4 | Settlement Data, Sheet 2 15 Replaced by Figure 43 Diesel Generator Building Settlement Data Time Rate 16 Replaced by Figure 44 Diesel Generator Pedestal 4 | ||
, Settlement Data Time Rate v | , Settlement Data Time Rate v | ||
17 4 Instrument Location Plan 18 4 Diesel Generator Building Crack Monitoring (3 sheets) 19 Replaced by Figure 60 Designations and Locations of Surveyed Pipelines, January 1979 20 Replaced by Figure 67 Tank Farm Boring Plan 4 | 17 4 Instrument Location Plan 18 4 Diesel Generator Building Crack Monitoring (3 sheets) 19 Replaced by Figure 60 Designations and Locations of Surveyed Pipelines, January 1979 20 Replaced by Figure 67 Tank Farm Boring Plan 4 | ||
21 4 Cross Section A-A Tank Farm 22 4 Cross Section 3-B Tank Farm 23 4 Cross Section D-D Diesel | 21 4 Cross Section A-A Tank Farm 22 4 Cross Section 3-B Tank Farm 23 4 Cross Section D-D Diesel Generator Building 24 4 Cross Section E-E Diesel Generator Building fg 25 4 Cross Section F-F Diesel Generator Building | ||
Generator Building | |||
24 4 Cross Section E-E Diesel | |||
Generator Building fg 25 4 Cross Section F-F Diesel | |||
\ms/ | \ms/ | ||
26 4 Cross Section G-G Diesel Generator Building 2 | 26 4 Cross Section G-G Diesel Generator Building 2 | ||
7 Index.to Drawings (Cont'd) s O Figure Latest Revision Interim Report Title 27 4 Cross Section H-H Diesel Generator Building 28 4 Cross Section I-I Diesel Generator Building 29 4 Penetrometer Readings Test i Pit 1 South Wall Diesel Generator Building 30 4 Penetrometer Readings Test 1 Pit 3 North Wall Tank Farm 1 - Area 31 4 Penetrometer Readings East Wall of Test Pit 2 Con-densate Water Tank Area, Sheet 1 of 2 32 4 Penetrometer Readings Past Wall of Test Pit 2 Con-densate Water Tank Area, | |||
7 Index.to Drawings (Cont'd) s O Figure Latest Revision Interim Report Title 27 4 Cross Section H-H Diesel Generator Building 28 4 Cross Section I-I Diesel Generator Building 29 4 Penetrometer Readings Test i Pit 1 South Wall Diesel Generator Building 30 4 Penetrometer Readings Test 1 Pit 3 North Wall Tank Farm 1 - Area | |||
31 4 Penetrometer Readings East Wall of Test Pit 2 Con-densate Water Tank Area, Sheet 1 of 2 32 4 Penetrometer Readings Past Wall of Test Pit 2 Con-densate Water Tank Area, | |||
./ Sheet 2 of 2 i | ./ Sheet 2 of 2 i | ||
33 4 Field Density Test Results j (3 sheets) 34 4 Plasticity Chart | 33 4 Field Density Test Results j (3 sheets) 34 4 Plasticity Chart 35 4 Water Content Versue Ele-vation 36 4 Dry Unit Weight Versus Elevation | ||
; 37 4 Total Unit Weight Versus Elevation 38 4 Shear Strength Versus i Elevation 39 4 Shear Strength Versus Moisture Content Diesel Generator Building 40 4 Test Pit Boring Logs (3 sheets) i O 41 4 Diesel Generator Building | |||
35 4 Water Content Versue Ele-vation 36 4 Dry Unit Weight Versus Elevation | |||
; 37 4 Total Unit Weight Versus | |||
Elevation | |||
38 4 Shear Strength Versus i Elevation 39 4 Shear Strength Versus Moisture Content Diesel Generator Building 40 4 Test Pit Boring Logs (3 sheets) i O 41 4 Diesel Generator Building | |||
, Preload Plan 3 | , Preload Plan 3 | ||
1 | 1 | ||
Index to Drawings (Cont'd) e Latest Revision s Figure Interim Report Title 42 Replaced by Figure 67 Diesel Generator Building Additional Boring Locations and Details 43 8 Diesel Generator Building Settlement Data - Build-ing Markers 44 7 Diesel Generator Building Settlement Data - Pedestal Markers l | Index to Drawings (Cont'd) e Latest Revision s Figure Interim Report Title 42 Replaced by Figure 67 Diesel Generator Building Additional Boring Locations and Details 43 8 Diesel Generator Building Settlement Data - Build-ing Markers 44 7 Diesel Generator Building Settlement Data - Pedestal Markers l | ||
45 5 Crack Mapping Diesel Generator Building 46 7 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates Area, and Cluster Plan 47 8 Diesel Generator Building Settlement Data, Borros O Anchors and Surface Plates, Area A 48 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area A 49 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area B 50 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Areas B and C 51 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area C 52 8 Diesel Generator Building l | 45 5 Crack Mapping Diesel Generator Building 46 7 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates Area, and Cluster Plan 47 8 Diesel Generator Building Settlement Data, Borros O Anchors and Surface Plates, Area A 48 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area A 49 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area B 50 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Areas B and C 51 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area C 52 8 Diesel Generator Building l | ||
Settlement Data, Borros | Settlement Data, Borros Anchors and Surface Plates, | ||
Anchors and Surface Plates, | |||
\ Areas C and D 9 | \ Areas C and D 9 | ||
4 l | 4 l | ||
( | ( | ||
i | i | ||
Index to Drawings (Cont'd) | Index to Drawings (Cont'd) | ||
Latest Revision (f Figure Interim Report Title 53 8 Diesel Generator Building l Settlement Data, Borros | Latest Revision (f Figure Interim Report Title 53 8 Diesel Generator Building l Settlement Data, Borros | ||
' Anchors and Surface Plates, Area D 54 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area E 8 Diesel Generator Building 55 Settlement Data, Borros Anchors and Surface Plates 8 Diesel Generator Building 56 | ' Anchors and Surface Plates, Area D 54 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area E 8 Diesel Generator Building 55 Settlement Data, Borros Anchors and Surface Plates 8 Diesel Generator Building 56 | ||
; Settlement Data, Borros 1 | ; Settlement Data, Borros 1 | ||
Anchors and Surface Plates, Areas A, B, D, and South of | Anchors and Surface Plates, Areas A, B, D, and South of Building l | ||
Building l | |||
i 5 Diesel Generator Building 57 Settlement Data Piezometers O and Cooling Pond 5 | i 5 Diesel Generator Building 57 Settlement Data Piezometers O and Cooling Pond 5 | ||
Diesel Generator Building 58 Settlement Data Piezometers - | Diesel Generator Building 58 Settlement Data Piezometers - | ||
Sheet 1 5 Diesel Generator Building 59 Settlement Data Piezometers - | Sheet 1 5 Diesel Generator Building 59 Settlement Data Piezometers - | ||
Sheet 2 5 Diesel Generator Building l 60 Surveyed Pipelines Profiles by GZD | Sheet 2 5 Diesel Generator Building l 60 Surveyed Pipelines Profiles by GZD 7 Diesel Generator Building | ||
7 Diesel Generator Building | |||
! 60-1 Surveyed Pipelines Profiles l | ! 60-1 Surveyed Pipelines Profiles l | ||
by GZD - Sheet 2 5 Diesel Generator Building i 61 Plan of Pipe Profiling Locations 62 5 Crack Mapping Service Water Pump Structure Auxiliary Building Plan l ( 63 6 5 | |||
by GZD - Sheet 2 5 Diesel Generator Building i 61 Plan of Pipe Profiling | |||
Locations 62 5 Crack Mapping Service Water Pump Structure Auxiliary Building Plan l ( 63 6 5 | |||
Index to Drawings (Cont'd) | Index to Drawings (Cont'd) | ||
() Figure Latest Revision Interim Report Title 64 6 Auxiliary Building - Typical Section 65 6 Excavation Plan 66 6 Excavation Cross Section 67 8 Plant Area Boring Plan 68 6 Cross Section H-H Auxiliary Building - North 69 6 Cross Section F-F Auxiliary Building - South 70 6 Feedwater Isolation Valve Pit Units 1 and 2 Temporary Support for Underpinning 71 6 Auxiliary Building Electrical Penetration Area (Looking West) Finite Element Model | () Figure Latest Revision Interim Report Title 64 6 Auxiliary Building - Typical Section 65 6 Excavation Plan 66 6 Excavation Cross Section 67 8 Plant Area Boring Plan 68 6 Cross Section H-H Auxiliary Building - North 69 6 Cross Section F-F Auxiliary Building - South 70 6 Feedwater Isolation Valve Pit Units 1 and 2 Temporary Support for Underpinning 71 6 Auxiliary Building Electrical Penetration Area (Looking West) Finite Element Model | ||
('] | ('] | ||
%j 72 6 Auxiliary Building Electrical Penetration Area (Looking South) Finite Element Model 73 6 Auxiliary Building Unit 1 Electrical Penetration Area Temporary External Support - | %j 72 6 Auxiliary Building Electrical Penetration Area (Looking South) Finite Element Model 73 6 Auxiliary Building Unit 1 Electrical Penetration Area Temporary External Support - | ||
Plans and Sections | Plans and Sections 74 6 Auxiliary Building and Feed-water Isolation Valve Pit Units 1 and 2 Dewatering Plans and Details 75 Replaced by Figures 89, 90 Auxiliary Building and Feedwater Isolation Valve Pit Units 1 and 2 Excavation | ||
74 6 Auxiliary Building and Feed-water Isolation Valve Pit Units 1 and 2 Dewatering Plans and Details 75 Replaced by Figures 89, 90 Auxiliary Building and Feedwater Isolation Valve Pit Units 1 and 2 Excavation | |||
! and Concrete Backfill - | ! and Concrete Backfill - | ||
Plans and Details | Plans and Details 76 6 Auxiliary Building Walls, Crack Mapping, Sheet 1 77 6 Auxiliary Building Walls, | ||
76 6 Auxiliary Building Walls, Crack Mapping, Sheet 1 77 6 Auxiliary Building Walls, | |||
(~')s | (~')s | ||
(, Crack Mapping, Sheet 2 | (, Crack Mapping, Sheet 2 | ||
. 6 | . 6 | ||
Index to Drawings (Cont'd) l Latest Revision Figure Interim Report Title 78 6 Auxiliary Building Floors, Crack Mapping, Sheet 1 79 6 Auxiliary Building Floors, Crack Mapping, Sheet 2 80 6 Service Water Pump Structure Concrete Floor Plans 81 6 Service Water Pump Structure Typical Section 82 6 Cross Section I-I Service Water Pump Structure 83 6 Service Water Pump Structure Structural Pile Locations and Details 84 7 Auxiliary Building Crack Mapping Railroad Bay Walls 85 7 Auxiliary Building Crack Mapping Control Tower Walls 86 7 Auxiliary Building Crack Mapping Control Tower and Railroad Bay J | |||
Index to Drawings (Cont'd) l Latest Revision Figure Interim Report Title 78 6 Auxiliary Building Floors, Crack Mapping, Sheet 1 79 6 Auxiliary Building Floors, Crack Mapping, Sheet 2 80 6 Service Water Pump Structure Concrete Floor Plans 81 6 Service Water Pump Structure Typical Section 82 6 Cross Section I-I Service Water Pump Structure 83 6 Service Water Pump Structure Structural Pile Locations and Details | |||
84 7 Auxiliary Building Crack Mapping Railroad Bay Walls 85 7 Auxiliary Building Crack Mapping Control Tower Walls 86 7 Auxiliary Building Crack Mapping Control Tower and Railroad Bay J | |||
87 7 Borated Water Storage Tanks and Feedwater Isolation i Valve Chambers Crack Mapping | 87 7 Borated Water Storage Tanks and Feedwater Isolation i Valve Chambers Crack Mapping | ||
'. 88 7 Diesel Generator Building i Location of Deep Borros l Anchors and Sondex | '. 88 7 Diesel Generator Building i Location of Deep Borros l Anchors and Sondex 89 7 Auxiliary Building and Feedwater Isolation Valve Chamber, Unit 1 Excavation, Underpinning, Backfilling i Plan, Sections and Details 90 8 Auxiliary Building and i Feedwater Isolation Valve Chamber, Unit 2 Excavation, Underpinning, Backfilling | ||
89 7 Auxiliary Building and Feedwater Isolation Valve Chamber, Unit 1 Excavation, Underpinning, Backfilling i Plan, Sections and Details | |||
90 8 Auxiliary Building and i Feedwater Isolation Valve Chamber, Unit 2 Excavation, | |||
Underpinning, Backfilling | |||
(_, Plan, Sections and Details | (_, Plan, Sections and Details | ||
! 7 | ! 7 | ||
4 t | 4 t | ||
i . | i . | ||
Index to Drawings (Cont'd) , | Index to Drawings (Cont'd) , | ||
I Latest Revision j | I Latest Revision j | ||
; | ; | ||
; Figure Interim Report Title i | ; Figure Interim Report Title i | ||
i i | |||
i | |||
i | |||
! 91 7 Tank Farm Investig0 tion i | ! 91 7 Tank Farm Investig0 tion i | ||
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| Line 202: | Line 111: | ||
a j | a j | ||
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INDEX TO DRAWINGS PRESENTED IN MEETING WITH NRC ON MIDLAND PLANT FILL STATUS AND RESOLUTION JULY 18, 1979 | INDEX TO DRAWINGS PRESENTED IN MEETING WITH NRC ON MIDLAND PLANT FILL STATUS AND RESOLUTION JULY 18, 1979 | ||
| Line 238: | Line 128: | ||
-s_ 5 Rabbit for Electrical Duct l | -s_ 5 Rabbit for Electrical Duct l | ||
Pipe Profiling 7 Diesel Generator Building Average Pedestal Settlement Versus Time 10 Diesel Generator Building Settlement Versus Log Time Since Completion of Surcharge on 4/6/79 | Pipe Profiling 7 Diesel Generator Building Average Pedestal Settlement Versus Time 10 Diesel Generator Building Settlement Versus Log Time Since Completion of Surcharge on 4/6/79 | ||
, 11 Diesel Generator Building Total Settlement | , 11 Diesel Generator Building Total Settlement of Walls from 7/14/78 to 6/29/79 in Inches (20 Feet of Surcharge) 12 Plan at Elevation 634'-0" 13 Instrumentation for Diesel Generator Building | ||
, Monitoring 14 Diesel Generator Building Plan and Sections 15 Sand Surcharge 16 Diesel Generator Building - Section B i | |||
of Walls from 7/14/78 to 6/29/79 in Inches (20 Feet of Surcharge) 12 Plan at Elevation 634'-0" 13 Instrumentation for Diesel Generator Building | 17 Diesel Generator Pedestal 18 Service Water Structure Plan at Elevation 634'-6" 19 Service Water Structure Typical Section 20 Plan at Elevation 634'-6" 21 Load Transference to Piles 22 Concrete Corbels 4 23 Tank Farm l 24 Borated Water Storage Tank Foundation and Valve Pit b | ||
, Monitoring 14 Diesel Generator Building Plan and Sections 15 Sand Surcharge | |||
16 Diesel Generator Building - Section B i | |||
17 Diesel Generator Pedestal 18 Service Water Structure Plan at Elevation 634'-6" 19 Service Water Structure Typical Section 20 Plan at Elevation 634'-6" | |||
21 Load Transference to Piles 22 Concrete Corbels 4 23 Tank Farm l 24 Borated Water Storage Tank Foundation and Valve | |||
Pit b | |||
, d - | , d - | ||
l 9 | l 9 | ||
s Index to Drawings (Cont'd) 1 Figure Title | s Index to Drawings (Cont'd) 1 Figure Title | ||
; | ; | ||
| Line 259: | Line 139: | ||
34 Summary of Predominant Fill Type and Condition Below Various Category I Structures Supported on Plant Area Fill 35 Correlation Between Stress Ratio Causing. Lique-faction in the Field and Penetration Resistance of Sand 36 Standard Penetration Resistance Vers \s Depth for the NW Area of the Diesel Generator Building 37 Standard Penetration Resistance Versus Depth tor the NE Area of the Diesel Generator Building 38 Standard Penetration Resistance Versus Depth i for the ALxiliary Building Railroad Bay 39A Standard Penetration Blowcount Versus Depth | 34 Summary of Predominant Fill Type and Condition Below Various Category I Structures Supported on Plant Area Fill 35 Correlation Between Stress Ratio Causing. Lique-faction in the Field and Penetration Resistance of Sand 36 Standard Penetration Resistance Vers \s Depth for the NW Area of the Diesel Generator Building 37 Standard Penetration Resistance Versus Depth tor the NE Area of the Diesel Generator Building 38 Standard Penetration Resistance Versus Depth i for the ALxiliary Building Railroad Bay 39A Standard Penetration Blowcount Versus Depth | ||
; for Auxiliary Building Control. Tower , | ; for Auxiliary Building Control. Tower , | ||
39B Overburden Pressure 39C Effective Overburden Pressure (Railroad Bay) i 39D Effective Overburden Pressure (Control-Tower) 40 Area Dewatering System | 39B Overburden Pressure 39C Effective Overburden Pressure (Railroad Bay) i 39D Effective Overburden Pressure (Control-Tower) 40 Area Dewatering System 41 Dewatering Cross Section r | ||
41 Dewatering Cross Section r | |||
42 Pump and Well Detail (s -) | 42 Pump and Well Detail (s -) | ||
10 | 10 | ||
Index to Drawings (Cont'd) | Index to Drawings (Cont'd) | ||
''N (d Figure 43 Title Pitless Adaptors for Submersible Pump - | ''N (d Figure 43 Title Pitless Adaptors for Submersible Pump - | ||
4-Inch and Larger Wells 44 Interior Permanent Deep Well 45 Structural Investigation 46 Seismic Analysis 47 Seismic Analysis 48 Types of Loads 49 Midland Design Criteria 50 Building Pedestal Moveraent Monitoring | 4-Inch and Larger Wells 44 Interior Permanent Deep Well 45 Structural Investigation 46 Seismic Analysis 47 Seismic Analysis 48 Types of Loads 49 Midland Design Criteria 50 Building Pedestal Moveraent Monitoring Equipment Diesel Generator Building 51 Soil Settlement Monitoring Equipment Diesel Generator Building 52 Pore Water Pressure Monitoring Equipment Diesel Generator Building | ||
Equipment Diesel Generator Building 51 Soil Settlement Monitoring Equipment Diesel Generator Building 52 Pore Water Pressure Monitoring Equipment Diesel Generator Building | |||
() 53 Soil Rebound Monitoring Equipment Diesel Generator Building , | () 53 Soil Rebound Monitoring Equipment Diesel Generator Building , | ||
J 54 Diesel Generator Building Average Value of Settlement, Surcharge and Water Level Versus | J 54 Diesel Generator Building Average Value of Settlement, Surcharge and Water Level Versus Time 55 Summary of Fill Type and Plan Remedial Action 56 Summary of Fill Type and Plan Remedial Action 57 Bearing Piles for Service Water Pump Structure 58 Units 1 and 2 Auxiliary Building Electrical Penetration Areas and Units 1 and 2 Feedwater Isolation Valve Pits 59 Borated Water Storage Tanks 60 Permanent Plant Dewatering System i | ||
61- Criteria for Insufficiently Compacted Plant Area Fill 11 | |||
Time 55 Summary of Fill Type and Plan Remedial Action | |||
56 Summary of Fill Type and Plan Remedial Action 57 Bearing Piles for Service Water Pump Structure 58 Units 1 and 2 Auxiliary Building Electrical Penetration Areas and Units 1 and 2 Feedwater Isolation Valve Pits 59 Borated Water Storage Tanks 60 Permanent Plant Dewatering System i | |||
61- Criteria for Insufficiently Compacted Plant | |||
Area Fill | |||
11 | |||
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I f | I f | ||
l~ | l~ | ||
{ Index to Drawings (Cont'd) | { Index to Drawings (Cont'd) | ||
Figure Title 62 Seismic Category I Structures on Fill l 63 Insufficiently Compacted Area Fill - What | Figure Title 62 Seismic Category I Structures on Fill l 63 Insufficiently Compacted Area Fill - What | ||
! 64 Insufficiently Compacted Area Fill - Where 4 and Extent | ! 64 Insufficiently Compacted Area Fill - Where 4 and Extent 65 Insufficiently Compacted-Area Fill - When 66 Insufficiently Compacted Area Fill - When 67 Possible Causes i | ||
65 Insufficiently Compacted-Area Fill - When 66 Insufficiently Compacted Area Fill - When 67 Possible Causes i | |||
{ 68 Possible Causes (Cont'd) i | { 68 Possible Causes (Cont'd) i | ||
; 69 Possible Causes (Cont'd) 70 Possible Causes (Cont'd) | ; 69 Possible Causes (Cont'd) 70 Possible Causes (Cont'd) | ||
; 71 Most Probable Causes i | ; 71 Most Probable Causes i | ||
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m.m.emao . o. .n . l o'.sl | |||
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| Line 554: | Line 297: | ||
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| Line 650: | Line 340: | ||
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x | |||
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| Line 661: | Line 349: | ||
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| Line 673: | Line 357: | ||
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| Line 700: | Line 370: | ||
.u u - | .u u - | ||
\ D ' '' CONSUMERS POWER COMPANY | \ D ' '' CONSUMERS POWER COMPANY | ||
! ! MIDLAND PLANT UNITS 1 & 2 CLASS I STRUCTURES | ! ! MIDLAND PLANT UNITS 1 & 2 CLASS I STRUCTURES | ||
* Figure 5 REV. 3R | |||
Figure 5 REV. 3R | |||
r 1 | r 1 | ||
| Line 710: | Line 379: | ||
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| Line 725: | Line 389: | ||
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| Line 740: | Line 398: | ||
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| Line 760: | Line 409: | ||
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| Line 792: | Line 432: | ||
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| Line 799: | Line 438: | ||
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| Line 815: | Line 450: | ||
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| Line 838: | Line 466: | ||
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| Line 949: | Line 524: | ||
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k | k | ||
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| Line 994: | Line 550: | ||
CONSUMERS POWER COMPANY | CONSUMERS POWER COMPANY | ||
.t f | .t f | ||
MIDLAND PLANT UNITS 1 & 2 I | MIDLAND PLANT UNITS 1 & 2 I | ||
l CLASS R STRUCTURES | l CLASS R STRUCTURES Figure 5A REV. 3R | ||
Figure 5A REV. 3R | |||
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| Line 1,019: | Line 563: | ||
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A | A | ||
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g | g in ,y | ||
in ,y | |||
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A YL - c- =.<- M -~-a O f.if*'. ' - - , /w | |||
f _. | |||
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l\ | l\ | ||
| Line 1,078: | Line 596: | ||
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ig | ig | ||
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l | l | ||
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o,. | o,. | ||
g/ s }; | g/ s }; | ||
Cic. 6 | Cic. 6 | ||
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l ,-f I N I ; , j,, d | l ,-f I N I ; , j,, d | ||
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| Line 1,144: | Line 634: | ||
-. -- - - - - - 4 I | -. -- - - - - - 4 I | ||
=- w tv x. | =- w tv x. | ||
: ,; | : ,; | ||
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1 ft-c i c= - u J 1, | |||
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j h -l.'O c . s r- ' t- =w | j h -l.'O c . s r- ' t- =w | ||
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t'^^_***''Ma -. | |||
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| Line 1,165: | Line 651: | ||
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J . T | J . T | ||
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y | y | ||
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c , ; | c , ; | ||
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| Line 1,189: | Line 668: | ||
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L | L | ||
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y~ | |||
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| Line 1,218: | Line 685: | ||
ssp l' r . . .v $.~< . s ' | ssp l' r . . .v $.~< . s ' | ||
q 4 .! %._ | q 4 .! %._ | ||
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| Line 1,228: | Line 693: | ||
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un (m.- .. -_ k.: = | un (m.- .. -_ k.: = | ||
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1 h g | 1 h g | ||
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A | A | ||
| Line 1,272: | Line 717: | ||
f e | f e | ||
20:: ', | 20:: ', | ||
N% 7 | N% 7 | ||
... _ [Oq . | ... _ [Oq . | ||
| Line 1,279: | Line 723: | ||
. e.l.rv,.e ; | . e.l.rv,.e ; | ||
o | o | ||
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e e * *, g ^ | e e * *, g ^ | ||
** - t } x | ** - t } x a .1 y ___,..........-.i. | ||
a .1 y ___,..........-.i. | |||
's | 's | ||
...7....... , , , , , , , , | ...7....... , , , , , , , , | ||
.y. , f 1 | .y. , f 1 | ||
.kI; | .kI; | ||
.,13 | .,13 i | ||
i | |||
* G. ., m h | * G. ., m h | ||
$g D m 2.aTc \ | $g D m 2.aTc \ | ||
| Line 1,313: | Line 744: | ||
.m.c..,.....,.., | .m.c..,.....,.., | ||
ame u.es.*se - | ame u.es.*se - | ||
;' j., _-y a | ;' j., _-y a | ||
.--m.........,n..., | .--m.........,n..., | ||
| Line 1,319: | Line 749: | ||
c.! h... n......n...> | c.! h... n......n...> | ||
d. | d. | ||
o | o | ||
...4.q.........., | ...4.q.........., | ||
.u . ,...ci or....c,,.u.o | .u . ,...ci or....c,,.u.o | ||
. , . - ,,-.c--... | . , . - ,,-.c--... | ||
| Line 1,333: | Line 759: | ||
e '*. **.*.; | e '*. **.*.; | ||
. ,.,7. 2. ,0. ,!: ".: *.;.!'.!.I., .3 | . ,.,7. 2. ,0. ,!: ".: *.;.!'.!.I., .3 | ||
..a....,u.........u.i> | ..a....,u.........u.i> | ||
1 se.e s,.e | 1 se.e s,.e | ||
..e =, e a..e og ; | ..e =, e a..e og ; | ||
*f ,r?.a.. | *f ,r?.a.. | ||
.'f..., ***,'.n.*w | .'f..., ***,'.n.*w | ||
;"t u.i?**. | ;"t u.i?**. | ||
AlH%v e mb,- '' ~~.*~~'*.Ut.< tv,,e sss, se sv. u ess ) | AlH%v e mb,- '' ~~.*~~'*.Ut.< tv,,e sss, se sv. u ess ) | ||
..c.... | ..c.... | ||
| Line 1,351: | Line 770: | ||
e' ow n. u u= .,,. n. ,.. . .. .,, , | e' ow n. u u= .,,. n. ,.. . .. .,, , | ||
f(O L. D e.~5. o., eg g (t. .ea .t. v. a p 15 co. seu a | f(O L. D e.~5. o., eg g (t. .ea .t. v. a p 15 co. seu a | ||
..f',I,,I. | ..f',I,,I. | ||
'.l,.*'** | '.l,.*'** | ||
: u. , | : u. , | ||
l':.W.,.'r,.,.7'- * - | |||
/} | /} | ||
i | i | ||
.~v.... | .~v.... | ||
m | m c.. | ||
. , .,. 2 uw. | |||
c | Lrrt t..i: | ||
. , .,. 2 | |||
uw. | |||
Lrrt | |||
t..i: | |||
.- F_ _.t=. iEz .- | .- F_ _.t=. iEz .- | ||
- J-, | - J-, | ||
| Line 1,377: | Line 786: | ||
** *. ~2 l: s. l i f ,/ p | ** *. ~2 l: s. l i f ,/ p | ||
-~ 0 v_w_.i. ,.) | -~ 0 v_w_.i. ,.) | ||
1 | 1 | ||
''.*,N*- I | ''.*,N*- I tj,,l. J ., | ||
tj,,l. J ., | |||
i . | i . | ||
. . v .,- | . . v .,- | ||
| Line 1,393: | Line 798: | ||
i . | i . | ||
-q.,O | -q.,O | ||
% .t | % .t | ||
!: # '~ | !: # '~ | ||
| Line 1,404: | Line 805: | ||
$E MTVT~5FF'V' | $E MTVT~5FF'V' | ||
.l M. . | .l M. . | ||
M J'-.( | M J'-.( | ||
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 | CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 | ||
,I l | ,I l | ||
,1:7.c.- r e j . Tr t,t. cn . %. | ,1:7.c.- r e j . Tr t,t. cn . %. | ||
3 i, | |||
3 | i n | ||
i | |||
i, i | |||
,i | ,i | ||
,7 nu_ .. | ,7 nu_ .. | ||
s | s | ||
.s &,! | .s &,! | ||
t. | t. | ||
. e F | . e F | ||
..j . . d Z. ! L j | ..j . . d Z. ! L j | ||
N gl; | N gl; no. o .es e , .( r_ | ||
no. o .es e , .( r_ | |||
"~ | "~ | ||
., f,L.. l i i; | ., f,L.. l i i; | ||
~ '' g e gf f i | ~ '' g e gf f i | ||
_ .[p:v | _ .[p:v | ||
.aw. | .aw. | ||
.g 4 .=u ,}={ - P.'.\','u =' - | .g 4 .=u ,}={ - P.'.\','u =' - | ||
riesel Generator Building m,, : : i . . . ,, . e -.. na{ . | riesel Generator Building m,, : : i . . . ,, . e -.. na{ . | ||
^ * " 'j * , ' k'_'_* *''* * * * '-Y e | ^ * " 'j * , ' k'_'_* *''* * * * '-Y e | ||
| Line 1,454: | Line 832: | ||
c | c | ||
, FIELD DENSITY TEST RESULTS FILE No. 2190 , | , FIELD DENSITY TEST RESULTS FILE No. 2190 , | ||
i | i itEPORT No. SHEET No.1 of 3 IAATE 9/29 - 9/30 PROJECT Midland Plant Units 1 & 2 . L OCATION Midland, Michigan OWNER Consumers Power (, .pany M TRACTOR Bechtel Power Corp. | ||
itEPORT No. SHEET No.1 of 3 IAATE 9/29 - 9/30 PROJECT Midland Plant Units 1 & 2 . L OCATION Midland, Michigan OWNER Consumers Power (, .pany M TRACTOR Bechtel Power Corp. | |||
WEATHER CONDIT10NE REMARKS Diesel Generator Building (TP-1) | WEATHER CONDIT10NE REMARKS Diesel Generator Building (TP-1) | ||
FD A p pron. M a x. Dry O ns. Opti'num In - Ploce Moisture Compaction Remarks | FD A p pron. M a x. Dry O ns. Opti'num In - Ploce Moisture Compaction Remarks | ||
. Test Elev. corr for + 3/4" Moisture Dry Dns. Content (*/,) | . Test Elev. corr for + 3/4" Moisture Dry Dns. Content (*/,) | ||
No. (ft.) stone (pcf) Content (pcf) M) | No. (ft.) stone (pcf) Content (pcf) M) | ||
N) _ | N) _ | ||
INW 624.5 137.0 7.5 129.2 9.8 94.3* TP-1 1NC 624.0 136.0 7.5 115.5 11.6 85.0* TP-1 INE 624.0 136.0 7.5 124.9 10.5 91.8* TP-1 2W 623.0 136.0 7.5 125.3 11.7 92.l* TP-1 2E 623.0 136.5 8.0 139.1 12.6 102.2? TP-1 3W 622.0 136.0 7.5 122.3 14.2 89.9* TP-1 O | INW 624.5 137.0 7.5 129.2 9.8 94.3* TP-1 1NC 624.0 136.0 7.5 115.5 11.6 85.0* TP-1 INE 624.0 136.0 7.5 124.9 10.5 91.8* TP-1 2W 623.0 136.0 7.5 125.3 11.7 92.l* TP-1 2E 623.0 136.5 8.0 139.1 12.6 102.2? TP-1 3W 622.0 136.0 7.5 122.3 14.2 89.9* TP-1 O | ||
3E 622.0 137.2 8.0 127.3 11.8 92.8* TP-1 4 620.0 137.5 7.0 121.9 13.3 88.7* TP-1 l | |||
3E 622.0 137.2 8.0 127.3 11.8 92.8* TP-1 4 620.0 137.5 7.0 121.9 13.3 88.7* TP-1 | |||
l l | l l | ||
l 1 | |||
l l | l l | ||
* NOTE: Reported Percent Compaction probably invalid. Moisture con-tent of test samples 2-7% wet of optimum. Suspect that test holes deformed after excavation producing invalid. | * NOTE: Reported Percent Compaction probably invalid. Moisture con-tent of test samples 2-7% wet of optimum. Suspect that test holes deformed after excavation producing invalid. | ||
JBF/DWC l volume determinations. | JBF/DWC l volume determinations. | ||
PREPARED BY / | PREPARED BY / | ||
i so6 seine rosmo, sumascure a assoc.,sec. 4ggL ne . onsuuace FiquR.e 33'Rei.4K. | i so6 seine rosmo, sumascure a assoc.,sec. 4ggL ne . onsuuace FiquR.e 33'Rei.4K. | ||
FIELD DENSITY TEST RESULTS M LE No. 2190 ftEPORT No. SHEET No. 2 of 3 SATE 4/30 - 10/1 PROJECT Midland Plant ~'its 1 * 'l LOCATION Midland, Michigan OWNER Consumers Power Company CONTRACTOR Bechtel Power Corp. | FIELD DENSITY TEST RESULTS M LE No. 2190 ftEPORT No. SHEET No. 2 of 3 SATE 4/30 - 10/1 PROJECT Midland Plant ~'its 1 * 'l LOCATION Midland, Michigan OWNER Consumers Power Company CONTRACTOR Bechtel Power Corp. | ||
WEATHER CONDITIONS REMARKS East side of Conden' sate Ynter Tankar (TP-2) | WEATHER CONDITIONS REMARKS East side of Conden' sate Ynter Tankar (TP-2) | ||
| Line 1,494: | Line 860: | ||
9S 624.0 134.5 8.5 124.3 9.1 92.4 TP-2 10N 622.5 135.0 7.0 134.0 8.7 99.3 TP-2 | 9S 624.0 134.5 8.5 124.3 9.1 92.4 TP-2 10N 622.5 135.0 7.0 134.0 8.7 99.3 TP-2 | ||
~ | ~ | ||
11S 620.0 135.5 7.5 121.5 10.6 89.7 TP-2 UN 620.0 133.2 8.0 122.3 9.7 91.8 TP-2 | 11S 620.0 135.5 7.5 121.5 10.6 89.7 TP-2 UN 620.0 133.2 8.0 122.3 9.7 91.8 TP-2 1 | ||
I O' JBF/DTC [b PREPARED V [/ | |||
O' JBF/DTC [b PREPARED V [/ | |||
eousene.roiao, ova =#ctw a assoc., esc. a g u, p4g 33 esorecanicm. consutrams g 4R l | eousene.roiao, ova =#ctw a assoc., esc. a g u, p4g 33 esorecanicm. consutrams g 4R l | ||
l | l | ||
^ | ^ | ||
FIELO DENSITY TEST RESULTS FH.E No. r2190 REPORT No. SHEET No. 3 of 3 SATE 10/1 - 10/2 PROJECT Midland Plaat Units 1 h2 LOCATION Midland, Michigan OWNER Consumert. Power Comennv CONTRACTOR Bechtel power r'nep. | FIELO DENSITY TEST RESULTS FH.E No. r2190 REPORT No. SHEET No. 3 of 3 SATE 10/1 - 10/2 PROJECT Midland Plaat Units 1 h2 LOCATION Midland, Michigan OWNER Consumert. Power Comennv CONTRACTOR Bechtel power r'nep. | ||
WEATHER CONDITIONS REMARKS Tank Fam (TP-3) | WEATHER CONDITIONS REMARKS Tank Fam (TP-3) | ||
FO A p pros. M o n. Dry Ons. Optimum In - Place adoisture Compaction l Remarks Test Elev. corr for + 3/4" Wolsture Dry Dns. Content (%) | FO A p pros. M o n. Dry Ons. Optimum In - Place adoisture Compaction l Remarks Test Elev. corr for + 3/4" Wolsture Dry Dns. Content (%) | ||
No. (ft.) stone (pcf) Content (pcf) (*4) | No. (ft.) stone (pcf) Content (pcf) (*4) t%) | ||
t%) | |||
13E 623.5 137.0 7.0 136.7 7.o 99.8 TP-3 | 13E 623.5 137.0 7.0 136.7 7.o 99.8 TP-3 | ||
~ | ~ | ||
13W 623.5 135.2 7.5 136.1 7.7 100.7 TP-3 14E 622.5 131.0 9.0 '114.7 15.5 87.6 TP-3 14W 622.5 134.0 7.5 120.5 8.4 89.9 TP-3 15E 621.5 135.8 7.0 138.1 8.8 101.7 TP-3 | 13W 623.5 135.2 7.5 136.1 7.7 100.7 TP-3 14E 622.5 131.0 9.0 '114.7 15.5 87.6 TP-3 14W 622.5 134.0 7.5 120.5 8.4 89.9 TP-3 15E 621.5 135.8 7.0 138.1 8.8 101.7 TP-3 15W 621.5 137.0 6.5 132.1 10.2 96.4 TP-3 G20.5 O 16E 16W G20.5 136.9 | ||
15W 621.5 137.0 6.5 132.1 10.2 96.4 TP-3 G20.5 O 16E 16W G20.5 136.9 | |||
.140.1 7.0 4.5 131.5 139.7 8.6 6.4 96.1 99.7 TP-3 TP-3 17E 619.5 137.8 7.0 134.7 8.2 97.8 TP-3 17W 619.5 129.0 10.0 113.8 10.9 88.2 TP-3 18E 617.0 127.5 11.5 112.8 17.3 88.5 TP-3 18W 617.0 134.7 8.0 127.6 8.8 94.7 TP-3 19E 616.0 135.0 8.0 125.3 12.9 92.8 TP-3 19W 616.0 135.7 7.0 133.4 7.6 98.3 TP-3 20 615.0 137.0 7.5 132.6 7.9 9G.8 TP-3 21 613.0 136.9 7.0 127.3 9.9 93.0 TP-3 1 | .140.1 7.0 4.5 131.5 139.7 8.6 6.4 96.1 99.7 TP-3 TP-3 17E 619.5 137.8 7.0 134.7 8.2 97.8 TP-3 17W 619.5 129.0 10.0 113.8 10.9 88.2 TP-3 18E 617.0 127.5 11.5 112.8 17.3 88.5 TP-3 18W 617.0 134.7 8.0 127.6 8.8 94.7 TP-3 19E 616.0 135.0 8.0 125.3 12.9 92.8 TP-3 19W 616.0 135.7 7.0 133.4 7.6 98.3 TP-3 20 615.0 137.0 7.5 132.6 7.9 9G.8 TP-3 21 613.0 136.9 7.0 127.3 9.9 93.0 TP-3 1 | ||
JBF/DWC kb i | JBF/DWC kb i | ||
PREPARED By' / | PREPARED By' / | ||
| Line 1,524: | Line 879: | ||
l osorse m cas. sonsuu a m s 4en p.,6guRE 33 'gE.V. g 1 | l osorse m cas. sonsuu a m s 4en p.,6guRE 33 'gE.V. g 1 | ||
I I | I I | ||
6 40 30 x | 6 40 30 x | ||
u O | u O | ||
3 CL | 3 CL 20 P | ||
20 P | |||
M | M | ||
= e 99 9' | = e 99 9' | ||
I O40 | I O40 10 CL-M L | ||
10 | |||
CL-M L | |||
[ 1 ML ' | [ 1 ML ' | ||
l | l 0 | ||
i 0 10 20 | |||
0 10 20 | |||
( % | ( % | ||
UQUI | UQUI | ||
| Line 1,549: | Line 894: | ||
1 . | 1 . | ||
1 l | 1 l | ||
l | l I | ||
I | |||
( | ( | ||
) | ) | ||
1 1 | 1 1 | ||
l i | |||
l l | |||
l | |||
l | |||
BASED ON GOLDBEHG-ZO:NO-OUNNICLIF F TEST RESULTS FROM 1978 SAMPLING AT CH DIESEL GENERATOR BUILDING | BASED ON GOLDBEHG-ZO:NO-OUNNICLIF F TEST RESULTS FROM 1978 SAMPLING AT CH DIESEL GENERATOR BUILDING | ||
/ | / | ||
/ | / | ||
/ | / | ||
/ | / | ||
MH w so ao | MH w so ao | ||
'LlMIT | 'LlMIT MIDLAND POWER PLANT PLASTICITY CHART onavnwo no. new. ,f FIGURE x , 4g. t | ||
MIDLAND POWER PLANT PLASTICITY CHART onavnwo no. new. ,f FIGURE x , 4g. t | |||
1 I | 1 I | ||
I t | I t | ||
640 | 640 630 | ||
630 | |||
. .e * | . .e * | ||
"q. t * *f t?' | "q. t * *f t?' | ||
.. Cra. | .. Cra. | ||
.,e. y ., . | .,e. y ., . | ||
'' i | '' i | ||
. g,Jj/ | . g,Jj/ | ||
| Line 1,598: | Line 921: | ||
E ****1 Y It | E ****1 Y It | ||
; *f !/ , *. . . . <> | ; *f !/ , *. . . . <> | ||
z . - , . ., | |||
O 610 , g j ._ , | O 610 , g j ._ , | ||
. m y g * *. * . . | . m y g * *. * . . | ||
u | u | ||
, 2"* | , 2"* | ||
600 | 600 | ||
.e i . | .e i . | ||
| Line 1,612: | Line 931: | ||
580 0 10 20 30 40 50 i | 580 0 10 20 30 40 50 i | ||
I WATER CONTEh l | I WATER CONTEh l | ||
l | l 1 | ||
1 | |||
\ | \ | ||
f | f | ||
' BASED ON GOLDBERG ZOINO DUNNICLIFF l | ' BASED ON GOLDBERG ZOINO DUNNICLIFF l | ||
TEST RESULTS FROM 1978 SAMPLING AT DfESEL GENERATOR BUILDING 60 7a 80 90 100 1 | TEST RESULTS FROM 1978 SAMPLING AT DfESEL GENERATOR BUILDING 60 7a 80 90 100 1 | ||
| Line 1,629: | Line 943: | ||
;1 | ;1 | ||
I 6 | I 6 | ||
64C 630 | 64C 630 8 | ||
e 0- s20 e .e | |||
0- s20 e .e | |||
'eef 8 z sge a | 'eef 8 z sge a | ||
e " | e " | ||
k , | k , | ||
d d 610 g y 600 e | d d 610 g y 600 e | ||
e 590 580 80 90 100 110 12Q | e 590 580 80 90 100 110 12Q 1 | ||
DRY UNIT WEIGHT ( | |||
i 1 9 | i 1 9 | ||
I 1 | I 1 | ||
i | i | ||
i i | i i | ||
BASED ON GOLOBERG-ZOINO-DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DIESEL GENERATOR BUILDING | BASED ON GOLOBERG-ZOINO-DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DIESEL GENERATOR BUILDING | ||
% / + | % / + | ||
| Line 1,658: | Line 962: | ||
*O a | *O a | ||
o 0 | o 0 | ||
0 0 | 0 0 v | ||
v | |||
1% 140 150 F) | 1% 140 150 F) | ||
MIDLAND POWER PLANT DRY ONIT WE!GHT VS ELEVATION ] | MIDLAND POWER PLANT DRY ONIT WE!GHT VS ELEVATION ] | ||
on. a a uv. ? | on. a a uv. ? | ||
FIGURE as y } | FIGURE as y } | ||
i i | i i | ||
I 640 630 e e O | I 640 630 e e O | ||
| Line 1,676: | Line 974: | ||
m | m | ||
* C S | * C S | ||
z e h< 610 | z e h< 610 U | ||
w 600 590 580 90 100 110 120 I | |||
< i l | |||
600 590 580 90 100 110 120 I | |||
< i | |||
l | |||
; | ; | ||
\ | \ | ||
o i | o i | ||
i BASED ON GOLDBERG-ZOINO-DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DIESEL GENERATOR BUILDING | |||
i | |||
BASED ON GOLDBERG-ZOINO-DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DIESEL GENERATOR BUILDING | |||
: s' % | : s' % | ||
o ,. i | o ,. i | ||
. *i | . *i | ||
,o %gf. . | ,o %gf. . | ||
o . ., ' s a_ ** e a , | o . ., ' s a_ ** e a , | ||
I 130 140 150 160 170 TOTAL UNIT WEIGHT (PCF) l MIDLAND POWER PLANT TOTAL UNIT WEIGHT VS ELEVATION DAAWHeG % p gy, | I 130 140 150 160 170 TOTAL UNIT WEIGHT (PCF) l MIDLAND POWER PLANT TOTAL UNIT WEIGHT VS ELEVATION DAAWHeG % p gy, FIGURE 37 e | ||
FIGURE 37 e | |||
t i. | t i. | ||
o | o | ||
\ | \ | ||
| Line 1,718: | Line 996: | ||
SHEAR STREN! | SHEAR STREN! | ||
O 500 1000 640 630 | O 500 1000 640 630 | ||
* p | * p o e e | ||
* 620 | * 620 | ||
* e e* e e | * e e* e e | ||
e B ee C % 8 m . | e B ee C % 8 m . | ||
e S | e S | ||
2 O , ' . | 2 O , ' . | ||
p 610 - | p 610 - | ||
N w | N w | ||
600 590 l 580 l | 600 590 l 580 l | ||
t I | t I | ||
1 | 1 | ||
9 i | 9 i | ||
H (PSF) 15C3 2000 2500 BASED ON GOLDBERG-ZOINO-DUNNICLIFF UNCONFINED COMPRESSION TEST RESULTS FORM 1978 SAMPL. AG AT DIESELGENERATOR BUILDING | H (PSF) 15C3 2000 2500 BASED ON GOLDBERG-ZOINO-DUNNICLIFF UNCONFINED COMPRESSION TEST RESULTS FORM 1978 SAMPL. AG AT DIESELGENERATOR BUILDING | ||
* * * <i(2590) e D | * * * <i(2590) e D | ||
* a (2615) | * a (2615) t> (3646) l MIDLAND POWER PLANT SHEAR STRENGTH VS ELEVATION onAmw na, uv. t FIGURE 38 4e . | ||
t> (3646) l | |||
MIDLAND POWER PLANT SHEAR STRENGTH VS ELEVATION | |||
onAmw na, uv. t FIGURE 38 4e . | |||
a i | a i | ||
I | I 4000 t | ||
4000 t | |||
o e u'. | o e u'. | ||
E | E | ||
* E 2000 ~ | * E 2000 ~ | ||
t; e e | |||
b di e 3 0 | b di e 3 0 | ||
# e 1000 , | # e 1000 , | ||
| Line 1,766: | Line 1,024: | ||
'B | 'B | ||
* *e# | * *e# | ||
* J e e e O | * J e e e O | ||
A* | A* | ||
C 0 | |||
C | O 5 to 15 MOISTURE CO i | ||
J | J | ||
\ | \ | ||
| Line 1,785: | Line 1,039: | ||
0 EXPL ANATION e INDICATES SHEAR STRENGTH DETERMINED FROM UNCONFINED COMPRESSION STRENGTH TESTS FROM 1978 SAMPLING AT THE DIFSEL GENERATOR BUILDING MADE BY GOLD 8 ERG-ZOINO. | 0 EXPL ANATION e INDICATES SHEAR STRENGTH DETERMINED FROM UNCONFINED COMPRESSION STRENGTH TESTS FROM 1978 SAMPLING AT THE DIFSEL GENERATOR BUILDING MADE BY GOLD 8 ERG-ZOINO. | ||
DUNNICLIFF | DUNNICLIFF | ||
" " ** ~~ | " " ** ~~ | ||
MIDLAND' POWETPEANT pTENT (%) | MIDLAND' POWETPEANT pTENT (%) | ||
| Line 1,791: | Line 1,044: | ||
l FIGURE 3s 4R. | l FIGURE 3s 4R. | ||
l | l | ||
~~ | ~~ | ||
^ - - - | ^ - - - | ||
. . A. , . | . . A. , . | ||
I g g g PmOasCT see me. see E ST =0. NOLE me. | I g g g PmOasCT see me. see E ST =0. NOLE me. | ||
g | g vJ&aaa 3m w T Un ra.n:,A PLANT 7220-101 1 or 1 TP-1 SETE COOmpamATEg Am4LE Pmose MomeE. M4asse Diesel Generator Building See location plan DE S W 88 C OM PLE T E D D alLbE m Da t LL M a m E AN D teO DE L MOLESIRE OV E a su m o s m t PT.) S OC K(PT.1 TOTALOSPyg 10/1/78 10/3/78 Backhoe 12X20' 10.0' ComE RECOWENT(PTJ%l CORE DO AES S A M PLE s EL TOP OF C AS4me G mOUNO EL DEPTMdEL GmOUND W ATER DEPTM/SL. TOP OP ROCIE 4 628.0 SAMPLE M AMME R WEISMT/P ALL C A$tMG LE PT tm MOLEn 3ea./La ne TM LOSSEOefs A. S. Marshall m E | ||
* PENETRATION | * PENETRATION | ||
.t ml l E | .t ml l E | ||
| Line 1,806: | Line 1,055: | ||
$a g 0 g3. $, g a , ,,,,,L,,,L,, | $a g 0 g3. $, g a , ,,,,,L,,,L,, | ||
a , , ,; ,L,,,,,,, g y j , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , | a , , ,; ,L,,,,,,, g y j , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , | ||
l I 3 +7,*O 3 , | l I 3 +7,*O 3 , | ||
5 E t | 5 E t | ||
. L 3 I i CMamACTEROP s a | . L 3 I i CMamACTEROP s a | ||
;j ,g gu g a a g . . ,,u ,,,,,,,, | ;j ,g gu g a a g . . ,,u ,,,,,,,, | ||
| Line 1,815: | Line 1,062: | ||
< m E | < m E | ||
< i< | < i< | ||
a .m s - | |||
M | M | ||
= | = | ||
| Line 1,822: | Line 1,069: | ||
in. in. ? , | in. in. ? , | ||
0-6" Concrete 0= indicates bag | 0-6" Concrete 0= indicates bag | ||
-gD 6"-10' Man-made fill: Sandy Clay, samples taken | -gD 6"-10' Man-made fill: Sandy Clay, samples taken gray, brown, soft to very soft, | ||
gray, brown, soft to very soft, | |||
-6,_ '/6 low plasticity, moist, occasional | -6,_ '/6 low plasticity, moist, occasional | ||
~r : | ~r : | ||
sand seams (CL,S?) Note: sand 2 seams less than 3" thick in pit O . | sand seams (CL,S?) Note: sand 2 seams less than 3" thick in pit O . | ||
}1 | }1 5- - | ||
5- - | |||
O - 2 3 | O - 2 3 | ||
-0 ~ | -0 ~ | ||
___ _ _ _ _ _ _ _ _ l | ___ _ _ _ _ _ _ _ _ l | ||
dA O < d<': 4 | dA O < d<': 4 | ||
*<'hi~ | *<'hi~ | ||
l 613.0 YN 10 . | l 613.0 YN 10 . | ||
. Botten of pit at 10 feet | . Botten of pit at 10 feet 15 -. | ||
. i I | |||
1 M | |||
M m | |||
esta nota me. | |||
15 - | |||
. i | |||
I | |||
1 | |||
M | |||
M | |||
es = sesor spoose ev = ensLav vu oss o .oenesson p = **vesee ne es=*stwen Diesel Gener2 tor Building IP"1 FIGURE 40 Rev 4R saeet 10:: 3 . | es = sesor spoose ev = ensLav vu oss o .oenesson p = **vesee ne es=*stwen Diesel Gener2 tor Building IP"1 FIGURE 40 Rev 4R saeet 10:: 3 . | ||
E- - | E- - | ||
w -o p., +~ - | w -o p., +~ - | ||
<R9- , | <R9- , | ||
~.- s t>' ) | ~.- s t>' ) | ||
reo,e e v . . . . s a v ... .om ... | reo,e e v . . . . s a v ... .om ... | ||
| Line 1,914: | Line 1,107: | ||
3]5sa " | 3]5sa " | ||
= | = | ||
3a "5 | |||
3a "5 | * stavar o. t 3 i t | ||
stavar o. t 3 i t | |||
!= camaacrea or a 5 2 | != camaacrea or a 5 2 | ||
* uu > a o * = =itti .. s ve, s, | * uu > a o * = =itti .. s ve, s, | ||
| Line 1,930: | Line 1,117: | ||
- - a 3 i a " | - - a 3 i a " | ||
=d 634.0 0 0-16.5' Man-made fill- Sandy Clay, C=iniccates bag samples | =d 634.0 0 0-16.5' Man-made fill- Sandy Clay, C=iniccates bag samples | ||
-! brown, very stiff to hard, low taken plasticity, moist (CL) (Fill) | |||
-! brown, very stiff to hard, low taken | O _ 1 5 _. . | ||
plasticity, moist (CL) (Fill) | |||
O _ 1 | |||
5 _. . | |||
_O < | _O < | ||
_'c.' l _ | _'c.' l _ | ||
AfvYd l 0 $Xd __ | AfvYd l 0 $Xd __ | ||
_-e | _-e | ||
*h4 _ | *h4 _ | ||
| Line 1,953: | Line 1,129: | ||
- k.,f a | - k.,f a | ||
U - ' =, | U - ' =, | ||
/lf - | /lf - | ||
~ | ~ | ||
O .. %;_ | O .. %;_ | ||
o- | o- | ||
~ | ~ | ||
I7 - | I7 - | ||
4 O ; y y , =; i g c;"( ; 3 Bottom of pit at 16.5 feet se - seur eroove av - e.e stav vu es. | |||
4 O ; y y , =; i g c;"( ; 3 Bottom of pit at 16.5 feet | |||
se - seur eroove av - e.e stav vu es. | |||
o - ovaneson e - revemane e=ovuse Condensate Water Tanks TP-2 FIGUR: 40 Rev 4 R sheet 2 ci 3 c --. a .s a | o - ovaneson e - revemane e=ovuse Condensate Water Tanks TP-2 FIGUR: 40 Rev 4 R sheet 2 ci 3 c --. a .s a | ||
: e. $' | : e. $' | ||
2i. | 2i. | ||
""'~~' ~ ~ ~ ' | ""'~~' ~ ~ ~ ' | ||
' ' " " ' ' ~~~~ | ' ' " " ' ' ~~~~ | ||
| Line 2,023: | Line 1,152: | ||
; | ; | ||
a . | a . | ||
. .T E . E . E L. . | . .T E . E . E L. . | ||
5<< | 5<< | ||
=5E 3: | =5E 3: | ||
:."E E 3* 50 E u v .T.O. t 3 | |||
:."E E 3* 50 | |||
E u v .T.O. t 3 | |||
v E | v E | ||
t 8 | t 8 | ||
O E .c . ,,, ,OM . . O c ... . C. 7,0. ..TE .ETo cM a acte = 0, | O E .c . ,,, ,OM . . O c ... . C. 7,0. ..TE .ETo cM a acte = 0, ia 2 5t ;a !l :; o o | ||
ia 2 5t ;a !l :; o o | |||
.i 1 O=iusaa. E Tc- | .i 1 O=iusaa. E Tc- | ||
*< 3 :d !* g: : - | *< 3 :d !* g: : - | ||
a 629.0 0 in. in. 0-17' Man-made fill: Sandy Clay, O= indicates | |||
a 629.0 0 | -, brown, very stiff to hard, low bag samples plasticity, moist (CL) (Fill) taken em 6 | ||
in. in. 0-17' Man-made fill: Sandy Clay, O= indicates | |||
-, brown, very stiff to hard, low bag samples | |||
plasticity, moist (CL) (Fill) taken | |||
em 6 | |||
en' 5- : | en' 5- : | ||
1 0 . | 1 0 . | ||
0 - | 0 - | ||
2 | 2 | ||
l | l O I 3 | ||
O I 3 | |||
kwx o | kwx o | ||
O 10 4::bi | O 10 4::bi | ||
}1 | }1 x4 x, 4 | ||
x4 x, 4 | |||
O -xl=. ( 6 0 _ | O -xl=. ( 6 0 _ | ||
:F<1 | :F<1 O 8 15 -~/ | ||
O 8 15 -~/ | |||
-x x# | -x x# | ||
O 612.0 17 -h , | O 612.0 17 -h , | ||
- Bottom of pit et 17 feet | - Bottom of pit et 17 feet 29 - | ||
W se _ seur sco== ev _ e.sur vu. . | |||
29 - | |||
W | |||
se _ seur sco== ev _ e.sur vu. . | |||
..............,v..... ...v .. :e rem re-3 FLGU R: 4 0 Rev 4.R sheet 3 o? 3 _-. | ..............,v..... ...v .. :e rem re-3 FLGU R: 4 0 Rev 4.R sheet 3 o? 3 _-. | ||
: Aha, | : Aha, | ||
| Line 2,122: | Line 1,185: | ||
R 1 | R 1 | ||
4 4 4 3 3 6 | 4 4 4 3 3 6 | ||
6 E L | 6 E L | ||
C I | C I | ||
F 4 | F 4 | ||
3 N sg s sg \ \ | 3 N sg s sg \ \ | ||
rN N NL 6 | rN N NL 6 | ||
| Line 2,142: | Line 1,199: | ||
1 N \ | 1 N \ | ||
NsN N\ gsN\NN s 2 | NsN N\ gsN\NN s 2 | ||
i l ' , I KN Y x R N G A N | i l ' , I KN Y x R N G A N | ||
I U | I U | ||
| Line 2,152: | Line 1,208: | ||
- L O x R | - L O x R | ||
O P | O P | ||
S 3 x 4 | S 3 x 4 D A 3 \ 3 T x SN O A R | ||
D A 3 \ 3 T x SN O A R | |||
E N | E N | ||
E G | E G | ||
| Line 2,172: | Line 1,226: | ||
2 8 | 2 8 | ||
3 x | 3 x | ||
I ( 6 | I ( 6 D N \ x O | ||
D N \ x O | |||
I x x T | I x x T | ||
A I ! 1 ' ' | A I ! 1 ' ' | ||
| Line 2,184: | Line 1,236: | ||
x "0 | x "0 | ||
\ _ | \ _ | ||
x | x | ||
\ '4 _ | \ '4 _ | ||
0 ) x 3 6 | 0 ) x 3 6 | ||
3 \ 1 7 x 6 ( 3 | 3 \ 1 7 x 6 ( 3 | ||
\ 6 x L | \ 6 x L E _ | ||
E _ | |||
\ x S | \ x S | ||
\ x I - | \ x I - | ||
9\ N | 9\ N | ||
\ \ \g sgNN N )xb 4 3 | \ \ \g sgNN N )xb 4 3 | ||
E D | E D | ||
6 A _ | 6 A _ | ||
R - | R - | ||
G | G T | ||
N A | |||
L 8 P 3 _ | |||
8 P 3 _ | |||
6 8 L 3 A - | 6 8 L 3 A - | ||
6 N I | 6 N I | ||
F - | F - | ||
( | ( | ||
- O | - O | ||
i l | |||
i | |||
l l | l l | ||
i OCU - | i OCU - | ||
- t | - t C- - | ||
l U-A' , %Q050150.243 NO. OF PAGES I overC--h Acminy REASON O PAGE ILLEGIBLE: | |||
C- - | |||
l U- | |||
A' , %Q050150.243 NO. OF PAGES I overC--h Acminy REASON O PAGE ILLEGIBLE: | |||
O HARD COPY FILED AT: PDR CF OTHER | O HARD COPY FILED AT: PDR CF OTHER | ||
/ / | / / | ||
O BETTER COW REQUESTED ON | O BETTER COW REQUESTED ON i | ||
LPf? AGE 100 LARGE TO RLM-O HARD COW FILED AT: @ CF OTHER hlLMED ON APERTURE CARD Tod&drn263-Oy NO. | |||
i i | i i | ||
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OCU V E \. > | OCU V E \. > | ||
AG - | AG - | ||
>=se. | >=se. | ||
, 300501ro363 , | , 300501ro363 , | ||
NO. OF PAGES 5 overs: 1.,1 Arwing REASON: | NO. OF PAGES 5 overs: 1.,1 Arwing REASON: | ||
: O PAGE ILLEGIBLE: | : O PAGE ILLEGIBLE: | ||
O HARD COPY FILED AT: PDR CF | O HARD COPY FILED AT: PDR CF OTHER 1 / | ||
OTHER 1 / | |||
O BETTER COP / REQUESTED ON E 100 LARGE TO FILM: | O BETTER COP / REQUESTED ON E 100 LARGE TO FILM: | ||
D HARD COPV FILED AT: @D CF | D HARD COPV FILED AT: @D CF | ||
; | ; | ||
OTHER l BTILMED ON APERTURE CARD NO. I005010363-05 l 7ww.-09 | OTHER l BTILMED ON APERTURE CARD NO. I005010363-05 l 7ww.-09 | ||
= | = | ||
t I | t I | ||
( | ( | ||
s BUILDINGS ON ORIGIN AL SOIL c m , | s BUILDINGS ON ORIGIN AL SOIL c m , | ||
3 BUILDINGS ON _j M PLANT FILL s | 3 BUILDINGS ON _j M PLANT FILL s 5.M. ~ | ||
5.M. ~ | |||
8- 1 m\ ; . . . ..x. | 8- 1 m\ ; . . . ..x. | ||
N m ce Q L | N m ce Q L | ||
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C .uz. | |||
uA'im | |||
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| Line 2,294: | Line 1,295: | ||
_ , __ , p' .. .. i ' __ M l | _ , __ , p' .. .. i ' __ M l | ||
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,/ 'x R- < | ,/ 'x R- < | ||
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f .- ,J ,.y. - | f .- ,J ,.y. - | ||
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C' 4l,') | |||
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b I1 a1_ | b I1 a1_ | ||
l\ i J | l\ i J y | ||
i h . _p.. , lh.% | i h . _p.. , lh.% | ||
.. l R 'l l,,. | .. l R 'l l,,. | ||
1 u LcJ s, d ll; liR 1 ,9 { ..~..+ | 1 u LcJ s, d ll; liR 1 ,9 { ..~..+ | ||
o | o | ||
| Line 2,345: | Line 1,324: | ||
\ '% | \ '% | ||
DlESEL GEN. -\ | DlESEL GEN. -\ | ||
aT - | aT - | ||
~ | ~ | ||
BUILDING - | BUILDING - | ||
'( , ...y' .=. =.=g .. | '( , ...y' .=. =.=g .. | ||
: g. ., | : g. ., | ||
. w | . w | ||
> b | > b | ||
~ | ~ | ||
I 1 | I 1 | ||
\ | \ | ||
o | o | ||
: i. .I t | : i. .I t v, .- :. | ||
v, .- :. | |||
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g UM'z*l ~ | g UM'z*l ~ | ||
| Line 2,383: | Line 1,345: | ||
.~ | .~ | ||
- -d.D~7 .-~ m 5.._.,%& q r y > | - -d.D~7 .-~ m 5.._.,%& q r y > | ||
< , 1. | < , 1. | ||
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, 3_g ~~ . ~ ; ,. ,. | , 3_g ~~ . ~ ; ,. ,. | ||
? . . . . c, i... n ~. 3 | ? . . . . c, i... n ~. 3 | ||
.rc:: v 3,A | .rc:: v 3,A | ||
, p , j . . . . . . . | , p , j . . . . . . . | ||
- er s t , | - er s t , | ||
\s( | \s( | ||
n., | n., | ||
n s. | n s. | ||
r,-_4,.w._v_.. \'.,..g ~ | r,-_4,.w._v_.. \'.,..g ~ | ||
.c- - t | .c- - t N . - . | ||
N . - . | |||
s5 M_ , s '. \ | s5 M_ , s '. \ | ||
: v. , . . . , A, N' N) j r | : v. , . . . , A, N' N) j r | ||
\ i q \.\ , | \ i q \.\ , | ||
d s. | |||
v, . . . .. w | v, . . . .. w | ||
. 3 i, , ,. . | . 3 i, , ,. . | ||
/ . | / . | ||
| Line 2,426: | Line 1,369: | ||
.- s. o | .- s. o | ||
.s | .s | ||
,: , w, . . | ,: , w, . . | ||
w x, s . | w x, s . | ||
4 | 4 | ||
-s- . . . _ | -s- . . . _ | ||
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<x .u. . . . . -w x, - _. | <x .u. . . . . -w x, - _. | ||
w.z. . . _. v. c . . m .a~e,. =c.po .... .. .. .. | w.z. . . _. v. c . . m .a~e,. =c.po .... .. .. .. | ||
: g. .-. . .. . | : g. .-. . .. . | ||
; | ; | ||
.>.~... x.t.o s. | .>.~... x.t.o s. | ||
. , _ ...s.... | . , _ ...s.... | ||
. .. .. .. .. . . = . _ - | . .. .. .. .. . . = . _ - | ||
s ~ x. | s ~ x. | ||
s .. , . _ t . .. . | s .. , . _ t . .. . | ||
m .m. . . ;, . | m .m. . . ;, . | ||
e | e | ||
--~ | --~ | ||
s , | s , | ||
~ | ~ | ||
, N, +. sx . ~ | , N, +. sx . ~ | ||
.. cu w.moe \ ,,..,',?* . i ww . . ez.. | |||
.. cu w.moe \ ,,..,',?* . i | |||
ww . . ez.. | |||
.' ' s1 !('T. | .' ' s1 !('T. | ||
n .,.@.; . . | n .,.@.; . . | ||
y,.- ~%. | y,.- ~%. | ||
, g;;- .;. . ., r p . . . .. | , g;;- .;. . ., r p . . . .. | ||
m.m.m . | m.m.m . | ||
.m.,.. | .m.,.. | ||
.......s | .......s | ||
_ ,- = | _ ,- = | ||
. . . . . . _. w.+ , . . . - | . . . . . . _. w.+ , . . . - | ||
c | c | ||
%. x. %s. , | %. x. %s. , | ||
f - | f - | ||
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7*. 3: _..., x .. | 7*. 3: _..., x .. | ||
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: 9. ,lf :.O.t | : 9. ,lf :.O.t | ||
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. 5', ,.' % G57*).!NitL3 L "* . | . 5', ,.' % G57*).!NitL3 L "* . | ||
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,/ WALL i%? 'T | ,/ WALL i%? 'T | ||
.m ,1 | .m ,1 e~. - _., f _,,,..' | ||
e~. - _., f _,,,..' | |||
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.c...,.,. | .c...,.,. | ||
| Line 2,520: | Line 1,416: | ||
.,.,n..,. .s s. . | .,.,n..,. .s s. . | ||
) | ) | ||
, _i ( \,- .\ . . _ . . . . _.- - | , _i ( \,- .\ . . _ . . . . _.- - | ||
c , | c , | ||
a | a | ||
,g 1 | ,g 1 | ||
\ * | \ * | ||
=.m~- \. | =.m~- \. | ||
- =. w -. u | - =. w -. u | ||
,s | ,s | ||
. . . .e..... | . . . .e..... | ||
ee esse > .\ | ee esse > .\ | ||
.O a | .O a 1 . . | ||
1 . . | |||
w- - | w- - | ||
9 | 9 | ||
:. . . ~. : . . / | :. . . ~. : . . / | ||
* a ; '. CONSUMERS POWER COMPANY | * a ; '. CONSUMERS POWER COMPANY | ||
| Line 2,560: | Line 1,434: | ||
Figure 5 REV.48 | Figure 5 REV.48 | ||
OCU - | OCU - | ||
- t l | - t l | ||
) | ) | ||
AG_ | AG_ | ||
,i - | ,i - | ||
' l l w i | |||
' l l w | A, , T0050% O3(o3 NO. OF PAGES l overs'zel &rM*f REASON-O PAGE lu.EGIBLE: | ||
i | |||
A, , T0050% O3(o3 | |||
NO. OF PAGES l overs'zel &rM*f REASON-O PAGE lu.EGIBLE: | |||
O HARD COPY RLED AT: PDR CF : | O HARD COPY RLED AT: PDR CF : | ||
OTHER | OTHER | ||
/ / l i O BETTER COPY REQUESTED ON | / / l i O BETTER COPY REQUESTED ON E TOO LARGE TO RLM: | ||
E TOO LARGE TO RLM: | |||
O HARD COPV RLED AT: CF OTHER MMED ON APERTURE CARD NO. EDO To $d%3- / | O HARD COPV RLED AT: CF OTHER MMED ON APERTURE CARD NO. EDO To $d%3- / | ||
___..-----,--------------,.+-e-- | ___..-----,--------------,.+-e-- | ||
- - - ---------------r ,e- - | - - - ---------------r ,e- - | ||
-m- - - - - - - - *~-v -------~r-' | -m- - - - - - - - *~-v -------~r-' | ||
i t | i t | ||
8 | 8 | ||
-+ 0 | -+ 0 | ||
-x - | -x - | ||
g P13 | g P13 DG-32 DG28} | ||
DG-32 DG28} | |||
q F g OG-19 , | q F g OG-19 , | ||
g DG 18 ! | g DG 18 ! | ||
< l | < l DG-27 P 0520- pig g P-7 g 'r A 11------1 r - -- -- 7 0G 2 1 A 8 I 8 l l P 12 l l l 1 i | ||
DG-27 P 0520- pig g P-7 g 'r A 11------1 r - -- -- 7 0G 2 1 A 8 I 8 l l P 12 l l l 1 i | |||
l I i | l I i | ||
, 1 a 1 I l | , 1 a 1 I l | ||
i (1) I ' (2) I i i i I i li i l l ' i S S100 E | i (1) I ' (2) I i i i I i li i l l ' i S S100 E | ||
'I | 'I | ||
/ | / | ||
I s ) | I s ) | ||
| Line 2,615: | Line 1,466: | ||
' P 10 lD 15 l i ,0G 28 ~ e i ~~ | ' P 10 lD 15 l i ,0G 28 ~ e i ~~ | ||
1 P-6 | 1 P-6 | ||
{ IDG[6 l P9 l [ j | { IDG[6 l P9 l [ j e i I llL _ _ __i i i D | ||
DG-2 h e d DG-5g DG-6 | |||
e i I llL _ _ __i i i | * c z+ | ||
DG-5g DG-6 * | |||
c z+ | |||
l l | l l | ||
i | i te | ||
te | |||
4 L | 4 L | ||
| Line 2,636: | Line 1,477: | ||
w | w | ||
'0 % | '0 % | ||
DDG-29 DG 31 g EXPLANATION I | DDG-29 DG 31 g EXPLANATION I | ||
DG-30 e CORING | DG-30 e CORING | ||
| Line 2,654: | Line 1,494: | ||
e D, SCALE IN FEET DG # $ | e D, SCALE IN FEET DG # $ | ||
,DG-3 Jj F-- e DG4 l | ,DG-3 Jj F-- e DG4 l | ||
t | t DG-25 t e | ||
DG-25 t e | |||
! MIDLAND POWER PLANT I | ! MIDLAND POWER PLANT I | ||
DIESEL GENERATOR BUILDING L' + BO_ RING PLAN onan=c e ne w. I I FIGURE 8 4R ,, | DIESEL GENERATOR BUILDING L' + BO_ RING PLAN onan=c e ne w. I I FIGURE 8 4R ,, | ||
~ ~~ | ~ ~~ | ||
) | ) | ||
OCJi 1 l | OCJi 1 l | ||
l W | l W | ||
M L b | |||
M L | A, e 800NoEn 269 NO. OF PAGES 7 ewes.:reA dewty REASON-O PAGE ILLEGIBLE: | ||
b | |||
A, e 800NoEn 269 | |||
NO. OF PAGES 7 ewes.:reA dewty REASON-O PAGE ILLEGIBLE: | |||
C HARD COPY FILED AT: PDR CF OTHER | C HARD COPY FILED AT: PDR CF OTHER | ||
/ / | / / | ||
O BETTER COP ( REQUESTED ON MGE TOO LARGE TO rim: | O BETTER COP ( REQUESTED ON MGE TOO LARGE TO rim: | ||
O HARD COFY RLED AT: @ CF OTHER hLMED ON APERTURE CARD NO. KOosorn%7-// | O HARD COFY RLED AT: @ CF OTHER hLMED ON APERTURE CARD NO. KOosorn%7-// | ||
Tar -17 | Tar -17 4 | ||
4 | |||
6 5 | 6 5 | ||
2 Z u | 2 Z u | ||
| Line 2,696: | Line 1,515: | ||
* *av | * *av | ||
* On L | * On L | ||
* TTVM ISV3 | * TTVM ISV3 6 | ||
50 5 2 | |||
i u - | |||
i | g j-h TIVM H31N33-ISV3 - | ||
u - | |||
g | |||
j-h TIVM H31N33-ISV3 - | |||
0 | 0 | ||
-c o O | -c o O M z | ||
M z | |||
' H | ' H | ||
' HH O O 5 | ' HH O O 5 | ||
M* | M* | ||
$ H | $ H O | ||
a g a g e 4 a | a g a g e 4 a | ||
, s x N N 6 TIVM H31N33 - | , s x N N 6 TIVM H31N33 - | ||
$ W M g u 8 d | $ W M g u 8 d | ||
u E | u E | ||
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TIVM H31N33-IS3M _ | TIVM H31N33-IS3M _ | ||
f TIVM 15dn l | f TIVM 15dn l | ||
1 FIGURE 18 REV. 4R l \O SHEET 1 | 1 FIGURE 18 REV. 4R l \O SHEET 1 y | ||
y | |||
l DIESEL GENERATOR BUILDING | l DIESEL GENERATOR BUILDING | ||
| Line 2,735: | Line 1,538: | ||
ELEVATION | ELEVATION | ||
- 662 | - 662 | ||
- - 658 | - - 658 | ||
- 654 | - 654 | ||
- 650 | - 650 | ||
- 646 | - 646 | ||
-- 642 STRAIN GAGE | -- 642 STRAIN GAGE | ||
#2 a R- EL.637 '-ll" - 638 | #2 a R- EL.637 '-ll" - 638 | ||
'-l J EL.636'-2" - o34 | '-l J EL.636'-2" - o34 | ||
, - vi Ain' A.. | , - vi Ain' A.. | ||
I [ | I [ | ||
EAST-CENTER WALL, EAST SIDE LOOKING kESE O | EAST-CENTER WALL, EAST SIDE LOOKING kESE O | ||
- r ELEVATION IE 658 654 0- EL . 650 '-0" 7 650 CRACK | - r ELEVATION IE 658 654 0- EL . 650 '-0" 7 650 CRACK | ||
~ 646 | ~ 646 642 | ||
[ ]y- STRAIN EL.636'-3"GAGE #1 --- 6 3 8 g EL.630'-6" 634 I l EAST-CENTER WALL. WEST SIDE l y LOOKING WEST FIGURE 18 REV. 4R SEEET 2 l | |||
642 | |||
[ ]y- STRAIN EL.636'-3"GAGE #1 --- 6 3 8 g EL.630'-6" 634 I l | |||
EAST-CENTER WALL. WEST SIDE l y LOOKING WEST FIGURE 18 REV. 4R SEEET 2 l | |||
l t | l t | ||
DIESEL GENERATOR BUILDING b CRACK MONITORING | DIESEL GENERATOR BUILDING b CRACK MONITORING i | ||
i | |||
; | ; | ||
ELEVATION | ELEVATION | ||
- 662 | - 662 | ||
~ | ~ | ||
- 658 CRACK -- 654 EL.650'-0" -- 650 | |||
- 658 | |||
CRACK -- 654 EL.650'-0" -- 650 | |||
- 646 i - | - 646 i - | ||
STRAIN GAGE - 642 | STRAIN GAGE - 642 | ||
#4 - | #4 - | ||
\ EL.636'-2" - - 638 EL.630'-11" - 634 I v I EAST WALL, EAST SIDE LOOKING WEST | \ EL.636'-2" - - 638 EL.630'-11" - 634 I v I EAST WALL, EAST SIDE LOOKING WEST ELEVATION 662 i - 658 654 | ||
ELEVATION | |||
662 i - 658 654 | |||
--- 650 | --- 650 | ||
- 646 | - 646 STRAIN GAGE - | ||
STRAIN GAGE - | |||
642 f3 - EL.639'-7" 4 b EL.636'-9" 7 638 m .633'-11" - 634 l | 642 f3 - EL.639'-7" 4 b EL.636'-9" 7 638 m .633'-11" - 634 l | ||
l v# | l v# | ||
EAST WALL. WEST SIDE FIGURE 18 REV. 4R LOOKING WEST SHEET 3 | EAST WALL. WEST SIDE FIGURE 18 REV. 4R LOOKING WEST SHEET 3 | ||
a v J FILE No. 2220-R TURBlNE EU!LD.hG l. | a v J FILE No. 2220-R TURBlNE EU!LD.hG l. | ||
C233 g 20" HDC- 69 8" -'H8C - 81 - - | C233 g 20" HDC- 69 8" -'H8C - 81 - - | ||
| Line 2,800: | Line 1,575: | ||
r - - - - , | r - - - - , | ||
26"- 14a0 +- 8" UNE NOT SuhYYED *- 26"- 2Ja0-1 1 | 26"- 14a0 +- 8" UNE NOT SuhYYED *- 26"- 2Ja0-1 1 | ||
1 | 1 EMMMS fR 'ANs\%X M M KN\\\\\4%%& AtRMSE%W q k g V il li a p; g | ||
! , @jll d il ll 'I, ll 11 lI 1 1 | |||
EMMMS fR 'ANs\%X M M KN\\\\\4%%& AtRMSE%W q k g V il li a p; g | Il 11 ll @ | ||
! , @jll d il ll 'I, ll 11 lI 1 | |||
* EAST SERVICE il l DlESEL ll WATER VALVE | * EAST SERVICE il l DlESEL ll WATER VALVE | ||
& g b | & g b | ||
| Line 2,816: | Line 1,588: | ||
h ***** '.'M***g*Nh*gh%M*hd [26"- OHaC - 55 | h ***** '.'M***g*Nh*gh%M*hd [26"- OHaC - 55 | ||
.. e4"- inec - 3.' , w-e" - | .. e4"- inec - 3.' , w-e" - | ||
2 Hec -82 | 2 Hec -82 i | ||
4 i | |||
i | |||
, l' NOl. 26" - OHBC - $4 LEGEND | , l' NOl. 26" - OHBC - $4 LEGEND | ||
_m_ | _m_ | ||
c POSITION OF READ-0UT 1.; NIT l. NOT TO SCALE | c POSITION OF READ-0UT 1.; NIT l. NOT TO SCALE | ||
-- ,- DIRECTION THAT PROBE WAS k 2 PULLED DORlNG READINGS | -- ,- DIRECTION THAT PROBE WAS k 2 PULLED DORlNG READINGS | ||
$b DESIGNATIONS AND LOCATIONS MIDLAND PLANT OF SURVEYED PIPELINES MIDLAND, MICHIGAN JAN.1979 | $b DESIGNATIONS AND LOCATIONS MIDLAND PLANT OF SURVEYED PIPELINES MIDLAND, MICHIGAN JAN.1979 | ||
i i | i i | ||
1 8 | 1 8 | ||
8 0 | 8 0 | ||
| Line 2,835: | Line 1,602: | ||
/ | / | ||
'e N TEST PIT as o. 3 A - .- | 'e N TEST PIT as o. 3 A - .- | ||
h ' | h ' | ||
5a 500 T.15 0 274, y ig f I y T-4 | 5a 500 T.15 0 274, y ig f I y T-4 O | ||
T 11 T9 a | |||
\ | \ | ||
\ | \ | ||
l | l | ||
o f | o f | ||
.R. | .R. | ||
N r., | N r., | ||
) | ) | ||
. .oa,~c cm - | . .oa,~c cm - | ||
| Line 2,859: | Line 1,620: | ||
( 4 | ( 4 | ||
! \_ ( * ' | ! \_ ( * ' | ||
r i. .,,3 r.*! j s. | |||
r i. .,,3 | |||
r.*! j s. | |||
%J g r 32 T-10 | %J g r 32 T-10 | ||
% B' O 20 40 60 80 SCALE IN FEET 1 | % B' O 20 40 60 80 SCALE IN FEET 1 | ||
MIDLAND POWER PLANT [ | MIDLAND POWER PLANT [ | ||
t, | t, | ||
? | ? | ||
TANK FARM BORING PLAN . | TANK FARM BORING PLAN . | ||
l-onam%G b1 asy, F!GURE 20 4g. | l-onam%G b1 asy, F!GURE 20 4g. | ||
L ! | L ! | ||
| Line 2,879: | Line 1,632: | ||
r L | r L | ||
l l J V E\~~ - | l l J V E\~~ - | ||
,A r - | ,A r - | ||
nummme | nummme l | ||
A \ O.se - e NO. OF PAGES / overs:'"1 ArMng REASON: | |||
O PAGE ILLEGIBLE: | O PAGE ILLEGIBLE: | ||
O HARD COPY RLED AT: PDR CF l OTHER 1 / | O HARD COPY RLED AT: PDR CF l OTHER 1 / | ||
O SETTER cor< REoVESTED ON | O SETTER cor< REoVESTED ON | ||
% AGE 100 LARGE TO RLM: | % AGE 100 LARGE TO RLM: | ||
C HARD COPV RLED AT: h CF OTHER MLMED ON APERTURE CARD NO. 9005Dro%3 l | C HARD COPV RLED AT: h CF OTHER MLMED ON APERTURE CARD NO. 9005Dro%3 l | ||
| Line 2,899: | Line 1,644: | ||
, _ _ . , _ -. ,~. - | , _ _ . , _ -. ,~. - | ||
I | I CENTER T* | ||
CENTER T* | |||
I 8 . | I 8 . | ||
NORTH l TANK LIMITS t M0 g T5 T2 T-3 621 7 629,7 677.5* | NORTH l TANK LIMITS t M0 g T5 T2 T-3 621 7 629,7 677.5* | ||
| Line 2,907: | Line 1,650: | ||
" r . | " r . | ||
~ | ~ | ||
Q | Q n*, r, 2, | ||
n*, r, 2, | |||
/. | /. | ||
.* u"a L , | .* u"a L , | ||
V .5 A | V .5 A | ||
,}: 19 ; | ,}: 19 ; | ||
10 Q | 10 Q | ||
0 | 0 620 -- | ||
?/ / - - - | ?/ / - - - | ||
T 19 2 13 l- ;% i . | T 19 2 13 l- ;% i . | ||
in 12 i G | |||
,a 13 * | ,a 13 * | ||
, T.D. g 610 l,, - | , T.D. g 610 l,, - | ||
", 15.0" ; - | ", 15.0" ; - | ||
h, ! 31 23 .$ - | |||
a b l. 25 P :. si + | |||
a | |||
'+ | '+ | ||
d 600 g e - | d 600 g e - | ||
~ | ~ | ||
t '/ 54 g / 66 9 /, 4 7 k, 54 | t '/ 54 g / 66 9 /, 4 7 k, 54 | ||
> /. 65 4 i 3 | > /. 65 4 i 3 | ||
$g -- ,, .. t ._ | $g -- ,, .. t ._ | ||
'3 I# ~ m u A T D. | '3 I# ~ m u A T D. | ||
417 100+ | 417 100+ | ||
6 76 185 560 - | 6 76 185 560 - | ||
r n_ | r n_ | ||
53 y. | 53 y. | ||
47.5 82 i | 47.5 82 i T.D. | ||
T.D. | |||
570 f i | 570 f i | ||
1 560 - - | 1 560 - - | ||
1 i | 1 i | ||
: 1. SEE FIGURE 20 FOR SECTION LOCAL | : 1. SEE FIGURE 20 FOR SECTION LOCAL | ||
| Line 2,955: | Line 1,684: | ||
* iNo: CATES WHERE EXCAVATION WAS MA0ff; | * iNo: CATES WHERE EXCAVATION WAS MA0ff; | ||
' BACKFILL DOWN TO Et. 614: LOG SHowM J INDICATES BACKFILL AS REPLACED IN EX@C cv... | ' BACKFILL DOWN TO Et. 614: LOG SHowM J INDICATES BACKFILL AS REPLACED IN EX@C cv... | ||
Y O | |||
Y | I | ||
l P | l P | ||
C fdrER TA 1 | C fdrER TA 1 | ||
| Line 2,969: | Line 1,693: | ||
y- 7.g-- g e4e 631 7 (PROJ M pm) 829 7 RANGE OF FOtjN0ATION LEVELS y9 4 275 7- tF5 0J 627.0' fb gj~ T8 62 | y- 7.g-- g e4e 631 7 (PROJ M pm) 829 7 RANGE OF FOtjN0ATION LEVELS y9 4 275 7- tF5 0J 627.0' fb gj~ T8 62 | ||
~ ~ ~ | ~ ~ ~ | ||
K -l < 629 7 (PROJ v 7 a' '' | |||
Q 27 IOWI {l 3 i | Q 27 IOWI {l 3 i | ||
i Q, | i Q, | ||
=< | =< | ||
' te ,l l 17 , | ' te ,l l 17 , | ||
27 ., 9 N. | 27 ., 9 N. | ||
20 . 25 . ;. __ 19 c, 24 620 P< 14 , to 46 .. 7 * | |||
620 P< 14 , to 46 .. 7 * | |||
* li ' | * li ' | ||
g i | g i | ||
| Line 2,994: | Line 1,712: | ||
. 34 | . 34 | ||
.< := | .< := | ||
si v | si v | ||
; . _ . | ; . _ . | ||
| Line 3,002: | Line 1,719: | ||
- 610 | - 610 | ||
.:3 p 2, . | .:3 p 2, . | ||
17 | 17 | ||
:. u : n t ,T l C 41 i | :. u : n t ,T l C 41 i | ||
=2 40 ', S k; | |||
=2 40 ', S | l fl;)24 et b | ||
k; l | |||
fl;)24 et b | |||
" (h 3J, | " (h 3J, | ||
'Y | 'Y jl -l is p | ||
-. ;j j.{ y L 152_. 4 42 r, . _ _ | |||
jl -l is p | |||
-. ;j | |||
j.{ y L 152_. 4 42 r, . _ _ | |||
- 600 $ | - 600 $ | ||
l | l | ||
| Line 3,025: | Line 1,734: | ||
.> 6% 2 ?.s* /. > | .> 6% 2 ?.s* /. > | ||
.,. 's. | .,. 's. | ||
,4 | ,4 | ||
.g .!ao ._ | .g .!ao ._ | ||
= | = | ||
3g9 4 T.D s, | 3g9 4 T.D s, | ||
,,o 3 I T D. w tm+ 1 10 | ,,o 3 I T D. w tm+ 1 10 im 38.5; I,g . | ||
im 38.5; I,g . | |||
3a s-C,2.0 l 2 :s | 3a s-C,2.0 l 2 :s | ||
; -. _o is f .0-sao | ; -. _o is f .0-sao | ||
| Line 3,047: | Line 1,750: | ||
a es =i v o. | a es =i v o. | ||
e2 s' | e2 s' | ||
- sso | - sso l DrWiAUCN i I | ||
EONS T9 80 RING NO. . gl | |||
l DrWiAUCN i | |||
,i | ,i | ||
^" " | ^" " | ||
#'J 40 0 8"Siita!!"l#'R nTON | #'J 40 0 8"Siita!!"l#'R nTON OF BORING TO SECTION LINE h3 - 0 7 SCALE IN FEET r s, | ||
OF BORING TO SECTION LINE h3 - 0 7 SCALE IN FEET r s, | |||
O. | O. | ||
g ll ls' 24 -STANDAR0 PENETR ATION BLOWCOUNT G .,f' SLOW 1/F T. | g ll ls' 24 -STANDAR0 PENETR ATION BLOWCOUNT G .,f' SLOW 1/F T. | ||
y {l y ST--SHEL8Y TU8E 1 i | y {l y ST--SHEL8Y TU8E 1 i | ||
GTION. T.D. TOTAL DEPTH IN FEET 38.5 b.. | GTION. T.D. TOTAL DEPTH IN FEET 38.5 b.. | ||
g. | g. | ||
s MIDLAND POWER PLANT 1: | s MIDLAND POWER PLANT 1: | ||
1-CROSE SECTIOM akai TANE FAnae , | 1-CROSE SECTIOM akai TANE FAnae , | ||
A> | A> | ||
v FIGURE 22 eit : | v FIGURE 22 eit : | ||
1 I | 1 I | ||
i is WEST WALL DIESEL GENE RATOR SUILL 0 *EST w _ _. OGs_ OG4 N2 434 0 E34 0 63A 0 iPeg that (M% | i is WEST WALL DIESEL GENE RATOR SUILL 0 *EST w _ _. OGs_ OG4 N2 434 0 E34 0 63A 0 iPeg that (M% | ||
S' Ni d' Nt 4 $3 7 7 | S' Ni d' Nt 4 $3 7 7 C | ||
l d.: | |||
6 30 - l, FOt>NDATION LEVEL 4EL 628) $ | 6 30 - l, FOt>NDATION LEVEL 4EL 628) $ | ||
,. -g". EA * ;i | ,. -g". EA * ;i | ||
* 8'5ERVICE W ATER LINES *' >' | * 8'5ERVICE W ATER LINES *' >' | ||
l< | l< | ||
8 .f$ ' | |||
;. " | ;. " | ||
: D4' 8 | : D4' 8 | ||
| Line 3,093: | Line 1,780: | ||
Y s 39 | Y s 39 | ||
;:. | ;:. | ||
ga. 38 | ga. 38 L | ||
L | |||
/ pD ,I 4, & 2t, CONDENSATE WATE R Ll%Es | / pD ,I 4, & 2t, CONDENSATE WATE R Ll%Es | ||
''LU'. | ''LU'. | ||
L * | L * | ||
.d- -- - 4 ' & 20 CONDENSA' s , 4 b'. 4 3 3' O$ b* 3 ST ' | .d- -- - 4 ' & 20 CONDENSA' s , 4 b'. 4 3 3' O$ b* 3 ST ' | ||
hl 05 3 | hl 05 3 | ||
* 616 - -r ,, I D, s. .o | * 616 - -r ,, I D, s. .o | ||
-- - -- g y - | -- - -- g y - | ||
f (d 21 'S ST :, .' | f (d 21 'S ST :, .' | ||
, "y-- - - - ._ _ _ _y y _ APPRy wATENAT' y 56 10ER - | , "y-- - - - ._ _ _ _y y _ APPRy wATENAT' y 56 10ER - | ||
. 400 _ '. _ _ _ . - - . - - - | . 400 _ '. _ _ _ . - - . - - - | ||
- i o0* | - i o0* | ||
100* . | 100* . | ||
100* | 100* | ||
590 -- - | 590 -- - | ||
100* 1 | 100* 1 | ||
'O sa0 T D. 50 5' , | 'O sa0 T D. 50 5' , | ||
| Line 3,124: | Line 1,803: | ||
z' s | z' s | ||
R M | R M | ||
130* - ST AND ARD PE NE TR ATION BLOWCOUNT 8 low 1/FT. | 130* - ST AND ARD PE NE TR ATION BLOWCOUNT 8 low 1/FT. | ||
i IA TOTAL 7EPTN t4 FEET O su g 7,- somROs ANCnOR NumuR su 3 - pie:OMETIR NUMBER PZ-16 is i | i IA TOTAL 7EPTN t4 FEET O su g 7,- somROs ANCnOR NumuR su 3 - pie:OMETIR NUMBER PZ-16 is i | ||
| Line 3,132: | Line 1,810: | ||
o | o | ||
I 2 | I 2 | ||
(&$7 WALL 0 (A$f | (&$7 WALL 0 (A$f DG4 OG3 0G9 _ - 640 LM 4 43A 4 6M4 | ||
DG4 OG3 0G9 _ - 640 LM 4 43A 4 6M4 | |||
!Ptw th% thw 2 41 3' 11 0 SI r C s *. | !Ptw th% thw 2 41 3' 11 0 SI r C s *. | ||
(* * ' | (* * ' | ||
* 14 | * 14 | ||
.', S | .', S | ||
's 38 | 's 38 T11Rbl(E COTRAllN($ '; { | ||
T11Rbl(E COTRAllN($ '; { | |||
[.* mt | [.* mt | ||
:' R'' | :' R'' | ||
N et | N et w p | ||
w p | |||
[. .?JJ _._g *[ [dj C k_.__._ ...___ * ' | [. .?JJ _._g *[ [dj C k_.__._ ...___ * ' | ||
- 420 I na f E R L.NE S -d .N / >4. 27 | - 420 I na f E R L.NE S -d .N / >4. 27 | ||
| Line 3,161: | Line 1,825: | ||
sr \ g, | sr \ g, | ||
= se :,= , , | = se :,= , , | ||
,= *57 | ,= *57 | ||
,, _ u,;$ fr- 9 f O. '$ * - | ,, _ u,;$ fr- 9 f O. '$ * - | ||
... -... 3 s | ... -... 3 s | ||
,y u ;-, is Es y | ,y u ;-, is Es y | ||
| Line 3,182: | Line 1,842: | ||
SCAL- eN FEET _ | SCAL- eN FEET _ | ||
MIDLAND POWER PLANT caoss.ncf>On o. - | MIDLAND POWER PLANT caoss.ncf>On o. - | ||
DBSSEL Gees 0AATOR auttaesse | DBSSEL Gees 0AATOR auttaesse o . Nc NO. ,,,, | ||
o . Nc NO. ,,,, | |||
FIGURE 22 4g, , | FIGURE 22 4g, , | ||
| Line 3,190: | Line 1,848: | ||
l | l | ||
. .E.T See | . .E.T See | ||
, WEST WALL i DeESE L GENER ATOR SUILDl4 DG14 OG M 0G_15 FOUNDATION LEvf L- (? LEV. 420)N 6JD - . | , WEST WALL i DeESE L GENER ATOR SUILDl4 DG14 OG M 0G_15 FOUNDATION LEvf L- (? LEV. 420)N 6JD - . | ||
428 F 621F $28 F _ _ | 428 F 621F $28 F _ _ | ||
g T | g T | ||
17 | 17 ST h 37 | ||
ST h 37 | |||
(< | (< | ||
R* | R* | ||
$f ST h | $f ST h | ||
"' ST II M h | "' ST II M h | ||
g3 ST a' F" $ERVICE W ATER UNE5 | g3 ST a' F" $ERVICE W ATER UNE5 d | ||
h ** K*' fee. | |||
d | |||
gyn - | gyn - | ||
% ,, s- | % ,, s-i e+Ph'' - | ||
i e+Ph'' - | |||
1 | 1 | ||
" g$* a 2F* CONDENSATE WATER U g 1, ,l | " g$* a 2F* CONDENSATE WATER U g 1, ,l | ||
| Line 3,219: | Line 1,865: | ||
,, 25 e, 57 N 30 610 E | ,, 25 e, 57 N 30 610 E | ||
= ,.'.3 Vfs T'IO.f = ' < SO RIMAff N | = ,.'.3 Vfs T'IO.f = ' < SO RIMAff N | ||
} Ib | } Ib 45 66 N AP AL GROUNO L - | ||
45 66 N AP AL GROUNO L - | |||
9 37 Lee | 9 37 Lee | ||
$ 68 | $ 68 | ||
. 165 | . 165 | ||
# V, | # V, | ||
'd'.:- | 'd'.:- | ||
100 t .. Go | 100 t .. Go Th T O. | ||
Th T O. | |||
M5 31 S' SM- - - - - - | M5 31 S' SM- - - - - - | ||
Sa0 570 fXPLANATION ST 1helbyhts OS Osmetmeg semese DG15 BORING NO. | Sa0 570 fXPLANATION ST 1helbyhts OS Osmetmeg semese DG15 BORING NO. | ||
421F ELivAftON | 421F ELivAftON gg -STANDARD PfMETRATIOss OLOWCOUNT SLOWSI F T. | ||
gg -STANDARD PfMETRATIOss OLOWCOUNT SLOWSI F T. | |||
L T.& TOTAL DEPTM IN FEET | L T.& TOTAL DEPTM IN FEET | ||
. ). 31 S* | . ). 31 S* | ||
O | O | ||
* summe | * summe T,-sommOs Asschon Nunsaan eMe | ||
T,-sommOs Asschon Nunsaan eMe | |||
\ | \ | ||
5 - paransafia Nunseaa rz.4e 40 | 5 - paransafia Nunseaa rz.4e 40 | ||
| Line 3,248: | Line 1,884: | ||
L | L | ||
f | f | ||
} | } | ||
E* EAST | E* EAST 640 f AST WALL i | ||
DG7 OG il 831 0 0 24 DGIF DG12 | DG7 OG il 831 0 0 24 DGIF DG12 | ||
~~~ M 630 | ~~~ M 630 | ||
-' ett 3 . -. | -' ett 3 . -. | ||
ett g $2t U gliy * ' | ett g $2t U gliy * ' | ||
r< | r< | ||
r 7 sf gM hj $7 h,$ 2 4 | r 7 sf gM hj $7 h,$ 2 4 | ||
r,.' s F 1ERVICE WATER [ej gy ,, | r,.' s F 1ERVICE WATER [ej gy ,, | ||
20 Li % E l | |||
* gg i t,.'< 19 - | * gg i t,.'< 19 - | ||
34 T. ". ' OS | 34 T. ". ' OS y | ||
y | |||
M | M | ||
[< 20 | [< 20 Tg | ||
Tg | |||
- -__- e,' . ; | - -__- e,' . ; | ||
i.' | i.' | ||
O | O 3 | ||
r' _ _ _ _ _ _ _ _ | |||
'j 0 | 'j 0 | ||
.m. . _ | .m. . _ | ||
17 ', | 17 ', | ||
." h# 620 g | ." h# 620 g | ||
34 4 [ >F Yai l 8v 8 *: if '; n, .. 20 - | |||
34 4 [ >F | |||
Yai | |||
l 8v 8 *: if '; n, .. 20 - | |||
i3 , 22 - sr is , " . 'g ,, ,Y .' Y. | i3 , 22 - sr is , " . 'g ,, ,Y .' Y. | ||
41 Ta g | 41 Ta g | ||
T p, 22 | T p, 22 | ||
:s | :s | ||
'*< es it *, :T 38 96* C1RCULAf tNG g g WATER LINE T ', | |||
'*< es it *, :T 38 96* C1RCULAf tNG g g WATER LINE | |||
T ', | |||
',/, | ',/, | ||
f.- 24 !! _ sto ? | f.- 24 !! _ sto ? | ||
| Line 3,307: | Line 1,920: | ||
g | g | ||
_ ag___ | _ ag___ | ||
- e ,. - - - | - e ,. - - - | ||
i=- in vu, Tv ' | i=- in vu, Tv ' | ||
; | ; | ||
| Line 3,315: | Line 1,926: | ||
~ y4 " | ~ y4 " | ||
. if: | . if: | ||
5 n | |||
5 | 9_ug_s. ~ s | ||
~ | ~ | ||
a | a | ||
.00 | .00 | ||
- 52 ~ , , 3 70 | - 52 ~ , , 3 70 | ||
._ ,, s | ._ ,, s | ||
'a ' | 'a ' | ||
- sr , | - sr , | ||
_ s3 i in . 2T y rt. g/ | _ s3 i in . 2T y rt. g/ | ||
uv L' | uv L' | ||
.f ..o | .f ..o | ||
/, . | /, . | ||
T O. < | T O. < | ||
.Or - | .Or - | ||
Si ,/. | Si ,/. | ||
!r | !r 580 41 0' 1 C. | ||
52 9 570 40Tf L | |||
580 41 0' 1 C. | |||
52 9 | |||
570 40Tf L | |||
: 1. F04 LEGENO $EE FIGURE 21 1 FORLOCAT104 OF CROS$4ECT1088 SEE FIGURE 8 10 20 30 40 MIDLAND POWER PLANT y | : 1. F04 LEGENO $EE FIGURE 21 1 FORLOCAT104 OF CROS$4ECT1088 SEE FIGURE 8 10 20 30 40 MIDLAND POWER PLANT y | ||
SCALE l.1 FEET cross. Ecrio4 E-r DIESEL GENER ATOR SUILDING | SCALE l.1 FEET cross. Ecrio4 E-r DIESEL GENER ATOR SUILDING | ||
| Line 3,355: | Line 1,949: | ||
FIGURE a 4,t { | FIGURE a 4,t { | ||
OCLim i | |||
k u | |||
AG>- - | |||
OCLim | _m L | ||
I ) | |||
_m | |||
i j | i j | ||
, %005Mo363 NO. OF PAGES T oversiz.aA. bwp l REASON: | , %005Mo363 NO. OF PAGES T oversiz.aA. bwp l REASON: | ||
O PAGE ILLEGIBLE: | O PAGE ILLEGIBLE: | ||
O HARD COPY FILED AT: PDR CF | O HARD COPY FILED AT: PDR CF OTHER | ||
OTHER | |||
/ / | / / | ||
; O BETTER COP ( REQUESED ON l Q15KGE TOO LARGE TO RLM: | ; O BETTER COP ( REQUESED ON l Q15KGE TOO LARGE TO RLM: | ||
| Line 3,380: | Line 1,964: | ||
hlLMED ON APERTURE C/JtD NO. ROO50XoM -19 j 7kew Eh l | hlLMED ON APERTURE C/JtD NO. ROO50XoM -19 j 7kew Eh l | ||
gm . , | gm . , | ||
y i | y i | ||
I i, | I i, | ||
g | g | ||
~ | ~ | ||
W | W | ||
.X : | .X : | ||
A I3 DG 28 7 | A I3 DG 28 7 | ||
g DG 18 i l D G- 10 DG JJ O a 3p7 *g w w D G-27 A P-11 DG 20 p.g w DG8 g 8 DG 21 A 8 P 12 Ot (11 (7) (31 9 | |||
g DG 18 i l D G- 10 DG JJ | |||
O a | |||
3p7 *g w w D G-27 A P-11 DG 20 p.g w DG8 g 8 DG 21 A 8 P 12 Ot (11 (7) (31 9 | |||
i S5100 E . _ . . . . _ | i S5100 E . _ . . . . _ | ||
DG 15 DG 24 i ,P-10 P6 3 | DG 15 DG 24 i ,P-10 P6 3 IDG 26 P9 4 DG 11 PL DG 16 n | ||
D 8 | |||
IDG 26 P9 4 DG 11 PL DG 16 | DG-2 I | ||
J t 9 1 i DG-5 DG-6 g l | |||
J t 9 1 | |||
i DG-5 DG-6 g l | |||
4 | 4 | ||
\ | \ | ||
f | f | ||
2 | 2 | ||
- N- | - N-l l -.=o-g DG 79 l | ||
l | |||
l -.=o-g DG 79 l | |||
l F XPL AN A fl(p l | l F XPL AN A fl(p l | ||
i | i r 8 BORING I A gg, [ ff NT Pif ' DUTCH CONE gf I i | ||
r 8 BORING I A gg, [ ff NT Pif ' DUTCH CONE gf I i | |||
Jl i TFST P6T l | Jl i TFST P6T l | ||
f u, 1.l ' % P1 g | f u, 1.l ' % P1 g | ||
| Line 3,434: | Line 1,991: | ||
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l | l | ||
,4 DC,/2 | ,4 DC,/2 O | ||
s | |||
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E' DG li j i | E' DG li j i | ||
| Line 3,444: | Line 2,000: | ||
= | = | ||
DG / | DG / | ||
l | l O 20 40 60 L_l L._ | ||
O 20 40 60 L_l L._ | |||
i o SCALE IN FEE 7 , | i o SCALE IN FEE 7 , | ||
0614 0 "I' l l i | 0614 0 "I' l l i DG4 l | ||
DG4 l | |||
D G-25 | D G-25 | ||
.S MIDLAND POWER PLANT | .S MIDLAND POWER PLANT DIESE). GENE RATOR BUILDING BORING PLi.N ORAWIIeG esa MV, 8 I | ||
i FIGURE 8 3R l l | |||
DIESE). GENE RATOR BUILDING | |||
BORING PLi.N ORAWIIeG esa MV, 8 | |||
l | |||
- L meme u - | |||
- L | |||
meme | |||
u | |||
A O. me-1 NO. OF PAGES 21 oversts.L W.y REASON: | A O. me-1 NO. OF PAGES 21 oversts.L W.y REASON: | ||
O PAGE ILLEGIBLE: | O PAGE ILLEGIBLE: | ||
| Line 3,491: | Line 2,022: | ||
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n I o o o o | n I o o o o | ||
o_ to_ | o_ to_ | ||
, I w W w | , I w W w | ||
S 4538 ' | S 4538 ' | ||
S 4550 S 4553 / PLATE NS 4553 E 141 LOAD E 159 , | S 4550 S 4553 / PLATE NS 4553 E 141 LOAD E 159 , | ||
TEST | TEST | ||
#2 S 4572 S 4572 ' / E 159 S4564i E 232.8 E 141 | #2 S 4572 S 4572 ' / E 159 S4564i E 232.8 E 141 E 95 H | ||
E 95 H | |||
S 4600 . | S 4600 . | ||
J S 4 612 S 4 612 S 4603.9 | J S 4 612 S 4 612 S 4603.9 | ||
| Line 3,515: | Line 2,042: | ||
g is en eres of standing vanter with of bubbles appearing; no send ed | g is en eres of standing vanter with of bubbles appearing; no send ed | ||
( g is a srnell water. filled depression with a lesser is en observation well with slight l amount of exiting bubbies, in the casing. | ( g is a srnell water. filled depression with a lesser is en observation well with slight l amount of exiting bubbies, in the casing. | ||
d is an ot;:ervation well with water bubbling out. | d is an ot;:ervation well with water bubbling out. | ||
g is a cluster of 3 water-filled depri | g is a cluster of 3 water-filled depri A is a small water. filled depresseon with sufficient bubble W acdvity to eghese send in the water, f | ||
A is a small water. filled depresseon with sufficient bubble W acdvity to eghese send in the water, f | |||
\ | \ | ||
t t | t t | ||
e l | e l | ||
O O o h b $ | O O o h b $ | ||
W W W 28' U TILITY NS 4554 I | W W W 28' U TILITY NS 4554 I | ||
WATER TANK E 305 PLATE | WATER TANK E 305 PLATE LOAD E 323 gg S 4572 S 4572 E 305 ~ ' E 323 f% | ||
LOAD E 323 gg S 4572 S 4572 E 305 ~ ' E 323 f% | |||
3' 6 31' /,41 PRIMARY MAKE-UP H2O STORAGE l TANK , | 3' 6 31' /,41 PRIMARY MAKE-UP H2O STORAGE l TANK , | ||
\ | \ | ||
S 4 612 E 232.5 / S461 E32 E283 T-24 E370 # | S 4 612 E 232.5 / S461 E32 E283 T-24 E370 # | ||
/ \ | / \ | ||
S4628.5 d N O | S4628.5 d N O | ||
B.E.6 261 O INSPECTION 'N W PIT W T-25 b 627'-629' S4641.5 S 4643.5 E 28W.5 52'@ BORATED | |||
B.E.6 261 O INSPECTION 'N W PIT W T-25 b 627'-629' S4641.5 S 4643.5 | |||
E 28W.5 52'@ BORATED | |||
) STORAGE TANK mhibnine the most oversiso m. | ) STORAGE TANK mhibnine the most oversiso m. | ||
totion. | totion. | ||
nowine == | nowine == | ||
0 10 20 40 60 Scu wth e s r MIDL AND POWER PLANT SCALE IN FEET TANK FARM INVESTIGATION , | 0 10 20 40 60 Scu wth e s r MIDL AND POWER PLANT SCALE IN FEET TANK FARM INVESTIGATION , | ||
f/G t)R E NC . REV | f/G t)R E NC . REV | ||
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| Line 3,618: | Line 2,111: | ||
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| Line 3,740: | Line 2,189: | ||
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>/ | >/ | ||
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| Line 3,856: | Line 2,256: | ||
g \ /. * .. . - . _ | g \ /. * .. . - . _ | ||
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| Line 3,862: | Line 2,261: | ||
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g | g | ||
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^'. - CONSUMERS POWER COMPANY 1 8 MIDLAND PLANT UNITS 1 & 2 EMERGEDCY DIESEL GEAJE2Aro2 FUEL O/L l s7oeAce 7A4/xs(v.o.) CLASS I STRUCTURES visure 5 REV. O E 4 | |||
^'. - CONSUMERS POWER COMPANY | |||
1 8 MIDLAND PLANT UNITS 1 & 2 | |||
EMERGEDCY DIESEL GEAJE2Aro2 FUEL O/L l s7oeAce 7A4/xs(v.o.) CLASS I STRUCTURES visure 5 REV. O E 4 | |||
OCU w | OCU w | ||
, %O050103& 3 NO. OF PAGES 15 OV8mizeA demp REASON O PAGE ILLEGIBLE: | , %O050103& 3 NO. OF PAGES 15 OV8mizeA demp REASON O PAGE ILLEGIBLE: | ||
O HARD COPY FILED AT: PDR CF OTHER | O HARD COPY FILED AT: PDR CF OTHER | ||
| Line 3,904: | Line 2,275: | ||
O BETTER COFY REQUESTED ON MGE TOO LARGE TO RLM: | O BETTER COFY REQUESTED ON MGE TOO LARGE TO RLM: | ||
O HARD COPY FILED AT: @ CF OTHER hLMED ON APERTURE CARD NO. TOOMdfM -N tam- 7 / | O HARD COPY FILED AT: @ CF OTHER hLMED ON APERTURE CARD NO. TOOMdfM -N tam- 7 / | ||
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, , __,,_.., .}} | , , __,,_.., .}} | ||
Revision as of 09:59, 1 February 2020
| ML19309H093 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 05/05/1980 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19309H092 | List: |
| References | |
| NUDOCS 8005080363 | |
| Download: ML19309H093 (100) | |
Text
{{#Wiki_filter:1t 20050s03t:3
~
i ERRATA TO 10 CFR 50.55(e) Settlement of Diesel Generator Foundations and Building These drawings were omitted from 10 CFR 50.55(e) Interim Reports Referenced by Amendment 72 to the Application for Reactor
! Construction Permit and Operating License - Units 1 and 2 Figures Revision Interim Report 1, 2, 3, 4, 5, 5A, 6, 7, 3R 3 8, 9, 10, 11 1, 2, 5, 7, 8, 11, 12, 13, 14, 4R 4 i 15, 16, 17, 18 sh 1,2,3, jl 19, 20, 21, 22, 23, 24, 25, 26, i 27, 28, 29, 30, 31, 32, 33 sh 1,2,3 i 34, 35, 36, 37, 38, 39, 40 sh 1,2,3 i 41 i ! 1, 2, 11, 12, 13, 14, 14-1, 42, 43, SR 5 l 44, 45, 46, 47, 48, 49, 50, 51, 52, j 53, 54, 55, 56, 57, 58, 59, 60, 61, i 62, ;
91 7R 7 1 2-1, 5, 11, 12, 43, 47, 48, 49, 50, 8R 8 i 51, 52, 53, 54, 55, 56, 67, 90
}
l Also provided is index of the latest revision of each figure, f l 4 k 2 I I ! i 1 l
;
l i , l 4 O l l
r INDEX TO DRAWINGS IN 10 CFR 50.55(e) INTERIM REPORTS
/ Note: The following Flgures 1 through 91 represent the latest revision of drawings included with the eight interim reports. Figures from the July 18, 1979 presentation to the NRC, which were not presented in an interim report, are indexed at the end of this list.
Latest Revision Figure Interim Report Title 1 Replaced by Figures 43, 44 Diesel Generator Building Settlement Data 1 5 Foundation Settlement Monitoring 2 5 Settlement Record Table 2-1 8 Settlement Record Table, Sheet 2 3 Replaced by Figure 13 Settlement Data 4 Replaced by Figure 14 Settlement Data
'O
(_/ 5 8 Seismic Category I Structures Sa 3 Seismic Category II Structures 6 3 Diesel Generator Building 7 Replaced by Figure 67 Bechtel Borings, Dutch Cone Penetrations, and Test Pit Locations in Main Plant Area (1978) 8 4 Diesel Generator Building Boring Plan 9 3 Diesel Generator Building Underground Utilities Plan 10 3 Diesel Generator Building Underground Utilities Section
/~h LJ 1
L.
Index to Drawings (Cont'd) Latest Revision s/ Figure Interim Report Title 11 8 Diesel Generator Building Proposed Surcharge Require-men;s Plan and Sections 12 8 Diesel Generator Building Proposed Surcharge Require-ments Sections and Details 13 6 Diesel Generator Building Settlement Data 14 5 Diesel Generator Building Settlement Data, Sheet 1 14-1 6 Diesel Generator Building
;
Settlement Data, Sheet 2 15 Replaced by Figure 43 Diesel Generator Building Settlement Data Time Rate 16 Replaced by Figure 44 Diesel Generator Pedestal 4 , Settlement Data Time Rate v 17 4 Instrument Location Plan 18 4 Diesel Generator Building Crack Monitoring (3 sheets) 19 Replaced by Figure 60 Designations and Locations of Surveyed Pipelines, January 1979 20 Replaced by Figure 67 Tank Farm Boring Plan 4 21 4 Cross Section A-A Tank Farm 22 4 Cross Section 3-B Tank Farm 23 4 Cross Section D-D Diesel Generator Building 24 4 Cross Section E-E Diesel Generator Building fg 25 4 Cross Section F-F Diesel Generator Building
\ms/
26 4 Cross Section G-G Diesel Generator Building 2
7 Index.to Drawings (Cont'd) s O Figure Latest Revision Interim Report Title 27 4 Cross Section H-H Diesel Generator Building 28 4 Cross Section I-I Diesel Generator Building 29 4 Penetrometer Readings Test i Pit 1 South Wall Diesel Generator Building 30 4 Penetrometer Readings Test 1 Pit 3 North Wall Tank Farm 1 - Area 31 4 Penetrometer Readings East Wall of Test Pit 2 Con-densate Water Tank Area, Sheet 1 of 2 32 4 Penetrometer Readings Past Wall of Test Pit 2 Con-densate Water Tank Area,
./ Sheet 2 of 2 i
33 4 Field Density Test Results j (3 sheets) 34 4 Plasticity Chart 35 4 Water Content Versue Ele-vation 36 4 Dry Unit Weight Versus Elevation
- 37 4 Total Unit Weight Versus Elevation 38 4 Shear Strength Versus i Elevation 39 4 Shear Strength Versus Moisture Content Diesel Generator Building 40 4 Test Pit Boring Logs (3 sheets) i O 41 4 Diesel Generator Building
, Preload Plan 3 1
Index to Drawings (Cont'd) e Latest Revision s Figure Interim Report Title 42 Replaced by Figure 67 Diesel Generator Building Additional Boring Locations and Details 43 8 Diesel Generator Building Settlement Data - Build-ing Markers 44 7 Diesel Generator Building Settlement Data - Pedestal Markers l 45 5 Crack Mapping Diesel Generator Building 46 7 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates Area, and Cluster Plan 47 8 Diesel Generator Building Settlement Data, Borros O Anchors and Surface Plates, Area A 48 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area A 49 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area B 50 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Areas B and C 51 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area C 52 8 Diesel Generator Building l Settlement Data, Borros Anchors and Surface Plates,
\ Areas C and D 9
4 l ( i
Index to Drawings (Cont'd) Latest Revision (f Figure Interim Report Title 53 8 Diesel Generator Building l Settlement Data, Borros
' Anchors and Surface Plates, Area D 54 8 Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area E 8 Diesel Generator Building 55 Settlement Data, Borros Anchors and Surface Plates 8 Diesel Generator Building 56 ; Settlement Data, Borros 1
Anchors and Surface Plates, Areas A, B, D, and South of Building l i 5 Diesel Generator Building 57 Settlement Data Piezometers O and Cooling Pond 5 Diesel Generator Building 58 Settlement Data Piezometers - Sheet 1 5 Diesel Generator Building 59 Settlement Data Piezometers - Sheet 2 5 Diesel Generator Building l 60 Surveyed Pipelines Profiles by GZD 7 Diesel Generator Building ! 60-1 Surveyed Pipelines Profiles l by GZD - Sheet 2 5 Diesel Generator Building i 61 Plan of Pipe Profiling Locations 62 5 Crack Mapping Service Water Pump Structure Auxiliary Building Plan l ( 63 6 5
Index to Drawings (Cont'd) () Figure Latest Revision Interim Report Title 64 6 Auxiliary Building - Typical Section 65 6 Excavation Plan 66 6 Excavation Cross Section 67 8 Plant Area Boring Plan 68 6 Cross Section H-H Auxiliary Building - North 69 6 Cross Section F-F Auxiliary Building - South 70 6 Feedwater Isolation Valve Pit Units 1 and 2 Temporary Support for Underpinning 71 6 Auxiliary Building Electrical Penetration Area (Looking West) Finite Element Model (']
%j 72 6 Auxiliary Building Electrical Penetration Area (Looking South) Finite Element Model 73 6 Auxiliary Building Unit 1 Electrical Penetration Area Temporary External Support -
Plans and Sections 74 6 Auxiliary Building and Feed-water Isolation Valve Pit Units 1 and 2 Dewatering Plans and Details 75 Replaced by Figures 89, 90 Auxiliary Building and Feedwater Isolation Valve Pit Units 1 and 2 Excavation ! and Concrete Backfill - Plans and Details 76 6 Auxiliary Building Walls, Crack Mapping, Sheet 1 77 6 Auxiliary Building Walls, (~')s (, Crack Mapping, Sheet 2
. 6
Index to Drawings (Cont'd) l Latest Revision Figure Interim Report Title 78 6 Auxiliary Building Floors, Crack Mapping, Sheet 1 79 6 Auxiliary Building Floors, Crack Mapping, Sheet 2 80 6 Service Water Pump Structure Concrete Floor Plans 81 6 Service Water Pump Structure Typical Section 82 6 Cross Section I-I Service Water Pump Structure 83 6 Service Water Pump Structure Structural Pile Locations and Details 84 7 Auxiliary Building Crack Mapping Railroad Bay Walls 85 7 Auxiliary Building Crack Mapping Control Tower Walls 86 7 Auxiliary Building Crack Mapping Control Tower and Railroad Bay J 87 7 Borated Water Storage Tanks and Feedwater Isolation i Valve Chambers Crack Mapping
'. 88 7 Diesel Generator Building i Location of Deep Borros l Anchors and Sondex 89 7 Auxiliary Building and Feedwater Isolation Valve Chamber, Unit 1 Excavation, Underpinning, Backfilling i Plan, Sections and Details 90 8 Auxiliary Building and i Feedwater Isolation Valve Chamber, Unit 2 Excavation, Underpinning, Backfilling
(_, Plan, Sections and Details ! 7
4 t i . Index to Drawings (Cont'd) , I Latest Revision j
;
- Figure Interim Report Title i
i i ! 91 7 Tank Farm Investig0 tion i
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INDEX TO DRAWINGS PRESENTED IN MEETING WITH NRC ON MIDLAND PLANT FILL STATUS AND RESOLUTION JULY 18, 1979 (} Figure Title 4 Profile 8"-lHBC-81
-s_ 5 Rabbit for Electrical Duct l
Pipe Profiling 7 Diesel Generator Building Average Pedestal Settlement Versus Time 10 Diesel Generator Building Settlement Versus Log Time Since Completion of Surcharge on 4/6/79
, 11 Diesel Generator Building Total Settlement of Walls from 7/14/78 to 6/29/79 in Inches (20 Feet of Surcharge) 12 Plan at Elevation 634'-0" 13 Instrumentation for Diesel Generator Building
, Monitoring 14 Diesel Generator Building Plan and Sections 15 Sand Surcharge 16 Diesel Generator Building - Section B i 17 Diesel Generator Pedestal 18 Service Water Structure Plan at Elevation 634'-6" 19 Service Water Structure Typical Section 20 Plan at Elevation 634'-6" 21 Load Transference to Piles 22 Concrete Corbels 4 23 Tank Farm l 24 Borated Water Storage Tank Foundation and Valve Pit b , d - l 9
s Index to Drawings (Cont'd) 1 Figure Title
25 Borated Water Tank Plan 26 Elevation Emergency Diesel Fuel Oil Storage Tanks (0) 27 Profile 8"-lHBC-81 28 Duct Bank Reflection 29 Dewatering 30 Dewatering 31 Dewatering 32 Dewatering , 34 Summary of Predominant Fill Type and Condition Below Various Category I Structures Supported on Plant Area Fill 35 Correlation Between Stress Ratio Causing. Lique-faction in the Field and Penetration Resistance of Sand 36 Standard Penetration Resistance Vers \s Depth for the NW Area of the Diesel Generator Building 37 Standard Penetration Resistance Versus Depth tor the NE Area of the Diesel Generator Building 38 Standard Penetration Resistance Versus Depth i for the ALxiliary Building Railroad Bay 39A Standard Penetration Blowcount Versus Depth
- for Auxiliary Building Control. Tower ,
39B Overburden Pressure 39C Effective Overburden Pressure (Railroad Bay) i 39D Effective Overburden Pressure (Control-Tower) 40 Area Dewatering System 41 Dewatering Cross Section r 42 Pump and Well Detail (s -) 10
Index to Drawings (Cont'd)
N (d Figure 43 Title Pitless Adaptors for Submersible Pump -
4-Inch and Larger Wells 44 Interior Permanent Deep Well 45 Structural Investigation 46 Seismic Analysis 47 Seismic Analysis 48 Types of Loads 49 Midland Design Criteria 50 Building Pedestal Moveraent Monitoring Equipment Diesel Generator Building 51 Soil Settlement Monitoring Equipment Diesel Generator Building 52 Pore Water Pressure Monitoring Equipment Diesel Generator Building () 53 Soil Rebound Monitoring Equipment Diesel Generator Building , J 54 Diesel Generator Building Average Value of Settlement, Surcharge and Water Level Versus Time 55 Summary of Fill Type and Plan Remedial Action 56 Summary of Fill Type and Plan Remedial Action 57 Bearing Piles for Service Water Pump Structure 58 Units 1 and 2 Auxiliary Building Electrical Penetration Areas and Units 1 and 2 Feedwater Isolation Valve Pits 59 Borated Water Storage Tanks 60 Permanent Plant Dewatering System i 61- Criteria for Insufficiently Compacted Plant Area Fill 11
.~ .
.- - - . .. - . . - - . . - . . ~ _ - . - - . . . . . ~ . . . . . .
I f l~ { Index to Drawings (Cont'd) Figure Title 62 Seismic Category I Structures on Fill l 63 Insufficiently Compacted Area Fill - What ! 64 Insufficiently Compacted Area Fill - Where 4 and Extent 65 Insufficiently Compacted-Area Fill - When 66 Insufficiently Compacted Area Fill - When 67 Possible Causes i { 68 Possible Causes (Cont'd) i
- 69 Possible Causes (Cont'd) 70 Possible Causes (Cont'd)
- 71 Most Probable Causes i
O 1 1 I, t 1 1 i O 12
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, FIELD DENSITY TEST RESULTS FILE No. 2190 , i itEPORT No. SHEET No.1 of 3 IAATE 9/29 - 9/30 PROJECT Midland Plant Units 1 & 2 . L OCATION Midland, Michigan OWNER Consumers Power (, .pany M TRACTOR Bechtel Power Corp. WEATHER CONDIT10NE REMARKS Diesel Generator Building (TP-1) FD A p pron. M a x. Dry O ns. Opti'num In - Ploce Moisture Compaction Remarks . Test Elev. corr for + 3/4" Moisture Dry Dns. Content (*/,) No. (ft.) stone (pcf) Content (pcf) M) N) _ INW 624.5 137.0 7.5 129.2 9.8 94.3* TP-1 1NC 624.0 136.0 7.5 115.5 11.6 85.0* TP-1 INE 624.0 136.0 7.5 124.9 10.5 91.8* TP-1 2W 623.0 136.0 7.5 125.3 11.7 92.l* TP-1 2E 623.0 136.5 8.0 139.1 12.6 102.2? TP-1 3W 622.0 136.0 7.5 122.3 14.2 89.9* TP-1 O 3E 622.0 137.2 8.0 127.3 11.8 92.8* TP-1 4 620.0 137.5 7.0 121.9 13.3 88.7* TP-1 l l l l 1 l l
- NOTE: Reported Percent Compaction probably invalid. Moisture con-tent of test samples 2-7% wet of optimum. Suspect that test holes deformed after excavation producing invalid.
JBF/DWC l volume determinations. PREPARED BY / i so6 seine rosmo, sumascure a assoc.,sec. 4ggL ne . onsuuace FiquR.e 33'Rei.4K.
FIELD DENSITY TEST RESULTS M LE No. 2190 ftEPORT No. SHEET No. 2 of 3 SATE 4/30 - 10/1 PROJECT Midland Plant ~'its 1 * 'l LOCATION Midland, Michigan OWNER Consumers Power Company CONTRACTOR Bechtel Power Corp. WEATHER CONDITIONS REMARKS East side of Conden' sate Ynter Tankar (TP-2) FO i A p prox. M a x. Dry D as. Optimum In-Place j4tolature Compaction Remarks Te st Elev. corr for + 3/4" Moisture Dry Dns. Content m) No. (f t. ) stone (pcf) Content (pef) M) t%) 5N 630.5 136.0 7.5 132.5 8.3 97.4 TP-2 SS 630.5 136.0 7.0 134.9 7.7 99.2 TP-2 i GN 629.0 137.0 7.0 132.1 8.4 96.4 TP-2 ; 6S 629.0 137.5 7.0 124.2 8.5 90.3 TP-2 l 7N 6z7.5 135.7 7.6 118.1 8.5 87.0 TP-2
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7S 627.5 137.5 7. 0 127.2 8.0 92.5 TP-2 O 8N SS 625.5 625.5 134.7 136.5 8.0 8.0 115.0 125.5 11.5 9.1 85.4 91.9 TP-2 TP-2 9N 624.0 -- -- -- -- -- 9S 624.0 134.5 8.5 124.3 9.1 92.4 TP-2 10N 622.5 135.0 7.0 134.0 8.7 99.3 TP-2
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11S 620.0 135.5 7.5 121.5 10.6 89.7 TP-2 UN 620.0 133.2 8.0 122.3 9.7 91.8 TP-2 1 I O' JBF/DTC [b PREPARED V [/ eousene.roiao, ova =#ctw a assoc., esc. a g u, p4g 33 esorecanicm. consutrams g 4R l l
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FIELO DENSITY TEST RESULTS FH.E No. r2190 REPORT No. SHEET No. 3 of 3 SATE 10/1 - 10/2 PROJECT Midland Plaat Units 1 h2 LOCATION Midland, Michigan OWNER Consumert. Power Comennv CONTRACTOR Bechtel power r'nep. WEATHER CONDITIONS REMARKS Tank Fam (TP-3) FO A p pros. M o n. Dry Ons. Optimum In - Place adoisture Compaction l Remarks Test Elev. corr for + 3/4" Wolsture Dry Dns. Content (%) No. (ft.) stone (pcf) Content (pcf) (*4) t%) 13E 623.5 137.0 7.0 136.7 7.o 99.8 TP-3
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JBF/DWC kb i PREPARED By' / eammme.zome, ounmcurr a assoc.,sec. l osorse m cas. sonsuu a m s 4en p.,6guRE 33 'gE.V. g 1
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/ MH w so ao 'LlMIT MIDLAND POWER PLANT PLASTICITY CHART onavnwo no. new. ,f FIGURE x , 4g. t
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TEST RESULTS FROM 1978 SAMPLING AT DfESEL GENERATOR BUILDING 60 7a 80 90 100 1 I T (%) l MIDLAND POWER PLANT ) WATER CONTENT VS ELEVATION I onnenno na i nev, FIGURE = 4R , u f .!
;1
I 6 64C 630 8 e 0- s20 e .e
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SHEAR STREN! O 500 1000 640 630
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9 i H (PSF) 15C3 2000 2500 BASED ON GOLDBERG-ZOINO-DUNNICLIFF UNCONFINED COMPRESSION TEST RESULTS FORM 1978 SAMPL. AG AT DIESELGENERATOR BUILDING
* * * <i(2590) e D
- a (2615) t> (3646) l MIDLAND POWER PLANT SHEAR STRENGTH VS ELEVATION onAmw na, uv. t FIGURE 38 4e .
a i I 4000 t o e u'. E
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" " ** ~~
MIDLAND' POWETPEANT pTENT (%) [ SHEAR STRENGTH VS MO4STURE l CONTENT DIESEL GENERATOR BUILDING came m nuv. 'i l l FIGURE 3s 4R. l
~~
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- PENETRATION
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l DIESEL GENERATOR BUILDING ' \ CRACK MONITORING m - ELEVATION
- 662
- - 658
- 654
- 650
- 646
-- 642 STRAIN GAGE
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_m_ c POSITION OF READ-0UT 1.; NIT l. NOT TO SCALE
-- ,- DIRECTION THAT PROBE WAS k 2 PULLED DORlNG READINGS
$b DESIGNATIONS AND LOCATIONS MIDLAND PLANT OF SURVEYED PIPELINES MIDLAND, MICHIGAN JAN.1979
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