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| {{#Wiki_filter:SS.Groundwater Investigation Report Brunswick Nuclear Plant Storm Drain Stabilization Pond March 2008 Appendix B Geotechnical Analytical Results AMERICAN GEOTECH, INC.Engineers, Consultants, and Material Testing Laboratories Particle Size Analysis of Soils (In accordance with ASTM D 422)Client Tim Silar Project: ISample Number: Localion: | | {{#Wiki_filter:}} |
| ISample Depth: A el Project No.: G-07-42 " Date(s) Tested: 8/812007 TEST DATA -SIEVE ANALYSIS: Sieve Opening U.S. Weight Cumulative Cumulative Percent Total Sieve Inches Millimeter Standard Retained Weight Percent Finer by Weight of Weight Sieve Size on Sieve Retained Retained Weight Sieve +or Number Soil 3.00 76 3" 0.0 0.01 0.0 100.0 1.50 38 1 112" 0.0 0.0 0.0 100.0 0.75 19 3/4" 0.0 0.0 0.0 100.0 0.375 10 3/8" 0.0 0.0 0.0 100.0 535.8 535.8 0.187 5 No. 4 0.2 0.2 0.2 99.8 504.1 503.9 0,079 2 No. 10 1.0 1.2 1.5 98.5 471.2 470.2 0.033 1 No.20 1.1 2.3 2.8 97.2 429.4 428.3 0.0165 0 No.40 3.2 5.5 6.8 93.2 358.5 355.3 0.0098 0 No. 60 9.3 14.8 18.2 81.8 352.2 342.9 0.0059 0.149 No. 100 24.1 38.9 47.8 52.2 359.4 335.3 0.0029 0.074 No. 200 21.6 60.5 74.4 25.6 316.2 294.6 3.9 380.0 376.1 Pan 16.9 Total Sample Weight in Grams 81.3 TEST DATA -HYDROMETER ANALYSIS: Graduate Number: 1 Composite Correction:
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| 5 Hydrometer Number: 152H Specific Gravity 2.702 Dispersing Agent / Quantity:
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| 5 mg Specific Gravity Correction (a) 0.99 Total Sample Weight for Hydrometer Analysis 16.9 Elapsed Temperature Temperature Hydrometer Corrected Effective Percent Finer Particle Time Correction Reading Reading Depth Partial Total Diameter (min) (deg. C) (K) (R') (R) (L, cm) (mm)1 25 0.01286 14.0 9.0 14.8 52.7 11.0 0.049 2 25 0.01286 13.0 .8.0 15.0 46.9 9.7 0.035 5 25 0.01286 12.0 7.0 15.2 41.0 8.5 0.022 15 25 0.01286 12.0 7.0 14.3 41.0 8.5 0.013 30 25 0.01286 11.0 6.0 14.6 35.1 7.3 0.009 60 24 0.01301 11.0 6.0 14.7 35.1 7.3 0.006 175 25 0.01286 10.0 5.0 15.0 29.3 6.1 0.004 1075 25 0.01286 9.0 4.0 15.2 23.4 4.9 0.002 radationue 100.0 80.0 60.0 40.0 i) 20.0 0.0 LtL 1000 100 10 1 0.1 0.01 Grain Size in Millimeters 0.001 Technician:
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| sh Reviewed Bv: KC Date: Date-8/8/2007 Reviewe y: .......at.8/13/07 AMERICAN GEOTECH, INC.Civil/Geotechnical/Environmental/Hydrogeological/Structural Engineering Geophysical and Materials Testing Main Office: 1801 Penn Ave., Wyomissing Hills, PA 19609; Tel.: (610) 670-9055 / Fax: (610) 678-2719 Branch Office: 209 Main Street, Woodbridge, NJ 07095; Tel:: (732) 750-1668 E-mail: AGIMAIL@americangeotech.com MOISTURE CONTENT (in accordance with ASTM D 2216)CLIENT JOB NO. DATE: Tim Silar G-07-42 8/8/2007 PROJECT LOCATION SAMPLE SAMPLE WEIGHT OF WEIGHT OF WATER DISH DRY MOISTURE NUMBER ID DISH + DISH + LOSS WEIGHT SAMPLE CONTENT WET SAMPLE DRY SAMPLE WEIGHT (g) (g) (g) (g) (g) (%)1 184.5 160.7 23.80 51.3 109.40 21.76 2 199.30 175.00 24.30 51.40 123.60 19.66 I 4 .4. 4. 4.REMARKS: TECHNICIAN:
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| sh REVIEWED BY: KC DATE: DATE: 8/8/2007 8/16/2007 AMERICAN GEOTECH, INC.Civil/Geotechnical/Environnmental/Hydrogeological/Structural Engineering Geophysical and Materials Testing Main Office: 1801 Penn Ave., Wyomissing Hills, PA 19609; Tel.: (610) 670-9055 / Fax: (610) 678-2719 Branch Office: 209 Main Street, Woodbridge, NJ 07095; Tel.: (732) 750-1668 E-mail: AGIMAIL89@aol.com ORGANIC CONTENT WEIGHT OF WEIGHT OF ORGANIC DISH BURNT ORGANIC NUMBER DISH + DISH + BURNT LOSS WEIGHT SAMPLE CONTENT DRY SAMPLE SAMPLE WEIGHT (g) (g) (g) (g) (g) N°o 1 160.7 159.9 0.80 51.3 108.60 0.74 2 175.0 173.8 1.20 51.40 122.40 0.98.4 4 4 .4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 + 4 4+ 4 4 .4. 4~ 4 4 4 4 + 4 4 1~ t I *I* I 4.4- 4 4 J- J £I. I 4 4. 4 4 t 4 I I I J. L A .L A L REMARKS: TECHNICIAN:
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| sh REVIEWED BY: KC DATE: DATE: 8/7/2007 8/16/2007 AMERICAN GEOTECH, INC.Engineers, Consultants, and Material Testing Laboratories Main Office: 1801 Penn Ave., Wyomissing Hills, PA 19609; Tel.: (610) 670-9055 / Fax: (610) 678-2719 Branch Office: 209 Main Street, Woodbridge, NJ 07095; Tel.: (908) 750-1668 FALLING HEAD PERMEABILITY (In accordance with EM 1110-2-1906, COE)A: #1 SAMPLE DAT Specific Gravity Weight of Wet Soils Wet Density Dry Density Maximum Dry Density Percent Compaction Moisture Content at Saturation 2.702 0.50 lbs.140.5 pcf 115.2 pcf pcf 22.5 %1.00 cm 0.785 cm Diameter Area (A)Initial Height Initial Volume Initial Moisture Content Initial Void Ratio: 7.13 cm 39.93 sq. cm 2.54 cm 101.42 cc 0.0036 cu. ft.21.98 %0.58 0.367 or (36.7%)Standpipe Diameter Standpipe Area TEST DATA: Porosity: TEST NO.Head loss across specimen at start, cm Head loss across specimen at finish, cm Elapsed time (t) in seconds Water temperature in degrees Celsius Viscosity correction factor (RT)Coefficient of Permeability or Hydraulic Conductivity (k) in cm/sec AVERAGE k, CM/SEC 1 2 3 29.125 28.9375 28.75 28.9375 28.75 28.675 3600 3600 3600 25 -25 25 1.04 1.04 1.04 9.32E-08 9.38E-08 3.77E-08 6.55E-08 (k = 2.303 a L (log ho/hf) RT / (A t))REMARKS: Cylinder A = 411.2 g 1" sample = 229.7 g TECHNICIAN CHECKED BY: SH DATE: KC DATE: 8/9/2007 8/16/2007 micron: c:hlank fo~msWpennfa1wk4 AMERICAN GEOTECH, INC.Engineers, Consultants, and Material Testing Laboratories Main Office: 1801 Penn Ave., Wyomissing Hills, PA 19609; Tel.: (610) 670-9055 / Fax: (610) 678-2719 Branch Office: 209 Main Street, Woodbridge, NJ 07095; Tel.: (908) 750-1668 FALLING HEAD PERMEABILITY (In accordance with EM 1110-2-1906, COE)SAMPLE DATA:#2 Specific Gravity Weight of Wet Soils Wet Density Dry Density Maximum Dry Density Percent Compaction Moisture Content at Saturation 2.642 0.56 Ibs.155.8 pcf 126.7 pcf pcf 23.5 1.00 cm 0.785 cm Diameter Area (A)Initial Height Initial Volume Initial Moisture Content Initial Void Ratio: 7.13 cm 39.93 sq. cm 2.54 cm 101.42 cc 0.0036 cu. ft.22.99 %0.59 0.373 or (37.3%)Standpipe Diameter Standpipe Area Porosity: TEST DATA: TEST NO.Head loss across specimen at start, cm Head loss across specimen at finish, cm Elapsed time (t) in seconds Water temperature in degrees Celsius Viscosity correction factor (RT)Coefficient of Permeability or Hydraulic Conductivity (k) in cm/sec AVERAGE k, CM/SEC 1 2 .3 29 29 29 28.5625 28.5 28.5 3600 3600 3600 25 25 25 1.04 1.04 1.04 2.19E-07 2.51E-07 2.51E-07 2.35E-07 (k = 2.303 a L (log ho/hf) RT / (A t))REMARKS: Cylinder A 411.2 1" sample = 253.5 TECHNICIAN CHECKED BY: SH DATE: KC DATE: 8/9/2007 8/16/2007 micro,; c:iblank forms~pemrfa11.k4 AMERICAN GEOTECH, INC.Engineers, Consultants, and Material Testing Laboratories Main Office: 1801 Penn Ave., Wyomissing Hills, PA 19609; Tel: (610) 670-9055 / Fax: (610) 678-2719 Branch Office: 209 Main Street, Woodbridge, NJ 07095; Tel: (908) 750-1668 SPECIFIC GRAVITY OF SOILS AND COARSE AGGREGATE (In Accordance with ASTM D 854 and/or C 127)Client: Project: Location: AGI Project No.: Tim Silar G-07-42 SAMPLE INFORMATION:
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| Sample Boring Sample Sample Max. Particle Percent Sample I.D. Number Number Depth Size (mm) > 4.75 mm Description 4 4 4 4 4 4 1 1 4 4 TEST DATA: Sample I.D. 1 2 Test Method D 854 D 854 Container Number F B Container Volume, mL Temperature of Water and Sample (deg. C) 26.0 26.0 Dish Number 110 110 Weight of Dish + Dry Soil (0) 94.50 96.30 Weight of Dish (g) 32.00 32.00 Weight of Dry Soil, Ws (g) 62.50 64.30 Weight of Container and Water, Wbw (g) 681.50 679.80 Ws + Wbw 744.00 744.10 Weight of Container, Water, and Immersed Soil (g) Wbws 720.90 719.80 Weight of Displaced Water (g) 23.10 24.30 Correction Factor 0.9986 0.9986 SPECIFIC GRAVITY OF SOLIDS <4.75 mm 2.702 2.642 APPARENT SPECIFIC GRAVITY OF SOLIDS >4.75 mm WEIGHTED AVERAGE SPECIFIC GRAVITY Date(s) Tested 8/7/07 8/7/07 Technician sh sh REMARKS: Reviewed By: KC Date: 8/16/2007 AMERICAN GEOTECH, INC.Engineers, Consultants, and Material Testing Laboratories Particle Size Analysis of Soils (In accordance with ASTM D 422)Client: Tim Silar Boring Numbe Project: .Mple Number: 2 Location:
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| Sample Depth:, AGl Project No.: G-07-42 Date(s)-Tested:
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| 8/8/2007 TEST DATA -SIEVE ANALYSIS: Sieve Opening U.S. Weight Cumulative Cumulative Percent Total Sieve Inches Millimeter Standard Retained Weight Percent Finer by Weight of Weight Sieve Size on Sieve Retained Retained Weight Sieve +or Number Soil 3.00 76 3" 0.0 0.0 0.0 100.0 1.50 38 11/2" 0.0 0.0 0.0 100.0 0.75 19 3/4" 0.0 0.0 0.0 100.0 0.375 10 3/8" 0.0 0.0 0.0 100.0 535.8 535.8 0.187 5 No. 4 0.0 0.0 0.0 100.0 503.9 503.9 0.079 2 No. 10 .0.6 0.6 0.2 99.8 470.8 470.2 0.033 1 No.20 0.8 1.4 0.6 99.4 429.1 428.3 0.0165 0 No.40 1.8 3.2 1.3 98.7 357.1 355.3 0.0098 0 No. 60 9.3 12.5 4.9 95.1 352.2 342.9 0.0059 0.149 No. 100 203.5 216.0 85.1 14.9 538.8 335.3 0.0029 0.074 No. 200 22.2 238.2 93.9 6.1 316.8 294.6 2.6 378.7 376.1 Pan 12.9 Total Sample Weight in Grams 253.7 TEST DATA -HYDROMETER ANALYSIS: Graduate Number: I Composite Correction:
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| 5 Hydrometer Number: 152H Specific Gravity 2.642 Dispersing Agent / Quantity:
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| 5 mg Specific Gravity Correction (a) 1.00 Total Sample Weight for Hydrometer Analysis 16.9 Elapsed Temperature Temperature Hydrometer Corrected Effective Percent Finer Particle Time Correction Reading Reading Depth Partial Total Diameter (min) (de. C) (K) (R') (R) (L, cm) (mm)1 25 0.01286 11.0 6.0 15.3 35.5 1.8 0.050 2 25 0.01286 10.0 5.0 15.5 29.6 1.5 0.036 5 25 0.01286 9.0 4.0 15.6 23.7 1.2 0.023 15 25 0.01286 8.0 3.0 15.8 17.8 0.9 0.013 30 25 0.01286 8.0 3.0 15.8 17.8 0.9 0.009 60 24 0.01301 8.0 3.0 15.8 17.8 0.9 0.007 175 25 0.01286 7.0 2.0 16.0 11.8 0.6 0.004 1075 25 0.01286 6.0 1.0 16.1 5.9 0.3 0.002 I rdtionCurveI 100.0 0) 80.0 60.0 L)40.0 0) 20.0 1 1 EL 0.0 111 1 1 1 H 1000 100 101 ..100 Grain Size in Millimeters 0.1 0.01 0.001 Technician:
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| sh Date: 8/8/2007 Reviewed .v: KC Date: 813/07 SS.Groundwater Investigation Report Brunswick Nuclear Plant Storm Drain Stabilization Pond March 2008 Appendix C Pump Test Results Silar Services, Inc. Pumping Test Analysis Report 983 Butler Pike Project: Brunswick SDSP Blue Bell, Pennsylvania Number: Client: Progress Energy Location:
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| Southport, NC Pumping Test' Pumping Test -ESS-18C Pumping well. ESS-18C Test conducted by: B Sladky Test date: 6/8/2007 Analysis performed by: B. Sladky Neuman 2 Date. 2/22/2008 Aquifer Thidkness:
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| 25 00 It Discharge, variable, average rate 0.43233 JU S gallmin]0.01 1200.01 2400.01 Time [sj 3600.01 4800.01 6000.01 7200.00 8400.00 9600.0010800.0012000.00
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| .............* PZ-1 A PZ-2 + ESS- 18C Calculation after Neuman Observation well Transmissivity
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| [ft/dJ K (fld, Specific Yield Ratio K(v)/K(h)Ratio SyIS Radial distance 1((ill PW PZ-1 PZ-2 ESS-1 8C 8 06 K 1°o 3.22 x 10-'1 56 K 10.2 1 00x 100 1.00 .10,+ 100 25,0 3.75 x 10'1.50 x 100 1 45 x 10.1 00 x 100 7 20 "10't .F + +8.23 -100 3.29 10-'1 23 K 10" 1.00 -100 1.00 K 10 0.08 Average 1.79 x 10'7 17 x 10' 6 6 09-x10-1 1 ,00 -10o 2,41 '- 10' Silar Services, Inc. Pumping Test- Water Level Data Page I of 1 983 Butler Pike Project: Brunswick SDSP Blue Bell, Pennsylvania Number: Client: Progress Energy Location:
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| Southport, NC Pumping Test Pumping Test -ESS-18C Pumping well. ESS.18C Test conducted by B Sladky Test dale: 81812007 Oischarge:
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| vanable, average rate 0.43233 [U.S Observation well, ESS-18C Stalic water level [ft) 0 00 Radial distance to PW Ifil1 -ýal/min)Time[sI Water Level'It)Drawdown (ft)1 0 0.00 000 2 300 3.92 392 3 600 8.59 859 4 1200 1063 10,63 5 1800 12.01 12,01 6 2700 12.84 12 84 7 3600 10.73 10,73 8 ' 4500 10.74 10,74 9 5400 1074 10.74 10 6300 10.74 10.74 11 7200 .1074 1074 12 9000 10.74 10.74 13 10800 1074 10.74 Silar Services, Inc. Pumping Test -Water Level Data Page 1 of 1 983 Butler Pike Project: Brunswick SDSP Blue Bell, Pennsylvania Numbter: Client: Progress Energy Location:
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| Southport.
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| NC Pumping Test: Pumping Test -ESS-18C Pumping well ESS-18C Test conducted by: B Sladky Test date: 81BI2007 Discharge, variable, average raie 0.43233 [U.S Observation well: PZ-2 Static water level [ltJ. 0 00 Radial distance to PW [ftl* 25 galfmrnj Time 0s)0 Water Level Lft]1 0.00 Drawdown[fl)000 0 00 0.08 2 3 300 0.00 600 0.08 4 1200 0.11 0.1 5 1800 B0 17 017 6 2700 0.20 0.20 7 3600 0.31 031 8 4500 0.34 034 9 oo0 0.35 0.35 10 06300 037 037 11 7200 040 040 12 9000 0.41 0.41 13 10800 0.44 0,44 Silar Services, Inc. Pumping Test -Water Level Data Page 1 of I 983 Butler Pike Project: Brunswick SDSP Blue Bell, Pennsylvania Number: Client: Progress Energy Location:
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| Southport, NC Pumping TasIt Pumping Test -ESS-18C Pumping well: ESS-18C Test conducted by. B Sladky Test date: 8/8/2007 Discharge:
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| variable, average rate 0.43233 [U.S Observation well. PZ-1 Static water level I1t]: 0,00 Radial distance to PW [ftly 10 DaVmin]7-1 Time isl Water Level Ift)Drawdown-Il _______________ ) 4 1 0 0.00 0 00 2 300 001 0.01 3 600 0.42 0.42" 4 1200 0.58 0.58 5 1800 074 074 6 2700 0.91 0.91 7 3600 0.92 0.92 8 4500 0.93 093 9 5400 0.94 0.94 10 6300 0.95 0.95 11 7200 1.00 100 12 9000 1.01 1 01 13 10800 1 04 1 04 SS.Groundwater Investigation Report Brunswick Nuclear Plant Storm Drain Stabilization Pond March 2008 Appendix D Slug Test Results Silar Services, Inc. Slug Test Analysis Report 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Location:
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| Southport.
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| NC Slug Test: ESS-226-1 Test Well: ESS-226 Test conducted by: Test date: 10/4/2007 Analysis performed by: B Sladky ESS-22B Cooper-Bred-Pap Analysis date: 11/14/2007 Aquifer Thickness:
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| 25.00 ft Time [s]0.01 0.10 0.10 1.00.... .... ...... .. .... ..... ....... ............
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| ... .... .... ....... ... ... ... .........
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| ...1000.00 VV 0 ,a-3.1.00-------- ------- -------- ------10.00-.100.00- .V ESS-22B Calculation after Cooper-Bredehoeft-Papadopulos
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| ... ... ... ... ... .... ...... .... ..... ... ... ... ... ...............
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| ....... .. ...l ..... ......... ...... .. ... ... ...... .....Observation well Transmissivity tft2/d]E SS -22 89 ... 3 o0 1 0o 1Hydraulic Conductivity Well-bore storage coefficient (ft/d].. .13 7 2 ......... .........0............
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| ..........
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| .....3.7 10 1.0 X 104 Silar Services, Inc. Slug Test -Water Level Data Page 1 of 4 983 Butler Pike O Blue Bell, Pennsylvania 194601 Project: Brunswick SDSP Number: Client: Progress Energy Location:
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| Southport, NC Slug Test, ESS-22B-1 Test Well: ESS-228 Test conducted by: Test date: 10/4/2007 Water level at t=0 [ft]: 27.19 Static water level fft]: 28.80 Water level change at t=0 [tt]: 1.61 Time[s]Water Level[If1 WL Change[Ift]1 0 2719 -1.61 2 1 27.59 -1.21 3 2 27.92 -0.88 4 3 28.15 -0.65 5 4 28.33 -0.47 6 5 28.46 -0.34 7 6 28.55 -0.25 8 7 28,62 -0,18 9 8 28.66 -0.14 10 9 28.70 -0.10 11 10 28.72 -0.08 12 11 28.73 -0.07 13 12 28.76 -0.04 14 13 28.76 -0.04 15 14 28.77 -0.03 16 15 28.77 -0.03 17 16 28.77 -0,03 18 17 28.78 -0.02 19 18 28.78 -0.02 20 19 28.78 -0.02 21 20 28.79 -0.01 22 21 28.78 -0.02 23 22 28.78 -0.02 24 23 28.78 -0.02 25 24 28.78 -0.02 26 25 28.78 -0.02 27 26 28.78 -0.02 28 27 28.78 -0.02 29 28 28.78 -0.02 30 29 28.79 -0.01 31 30 28.79 -0,01 32 31 28.79 -0.01 33 32 28.79 -0.01 34 33 28.79 -0.01 35 34 28.79 -0.01 36 35 28.79 -0.01 37 36 28.79 -0.01 38 37 28,79 -0.01 39 38 28.78 -0.02 40 39 28.78 -0.02 41 40 28.79 -0.01 42 41 28.79 -0.01 43 42 28.79 -0.01 44 43 28.79 -0.01 45 44 28.79 .-0.01 46 45 28.79 -0.01 Silar Services, Inc. Slug Test -Water Level Data Page 2 of 4 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time[sI Water Level Ift]WL Change[ft]47 46 28.79 -0,01 48 47 28.79 -0.01 49 48 28.79 -0.01 50 49 28,79 -0.01 51 50 28.79 -0.01 52 51 28.79 -0.01 53 52 28.79 -0,01 54 53 28.80 0.00 55 54 28,79 -0.01 56 55 28.79 -0.01 57 56 28.79 -0.01 58 57 28.79 -001 59 58 28.79 -0.01= 60 59 28.78 -0.02 61 60 2879 -0,01 62 61 28.79 -0.01 63 62 28,79 -0.01 64 63 28.79 -0.01 65 64 28.79. -0.01 66 65 28.79 -0.01 67 70 28.79 -0;01 68 71 28.79 -0 .01 69 72 28.79 -0.01 70. 73 28.79 -0,01 71 74 28,79 -0.01 72 75 28.79 -0.01 73 76 28,79 -0.01 74 77 28.79 -0.01 75 78 28.79 -0.01 76 79 28.79 -001 77 80 28.79 -0.01 78 81 28.80 0.00 79 82 28,80 0.00 80 83 28,79 -0.01 81 84 28.79 -0.01 82 85 2879 -0.01 83 86 28,79 -0.01 84 87 28.79 -0.01 85 88 28.79 -0:01 86 89 28.79 -0.01 87 90 28.79 -0.01 88 91 28.79 -0.01 89 92 28.80 0,00 90 93 28.80 0.00 91 94 28.79 -0.01 92 95 28.79 -0.01 93 96 28.79 -001 94 97 28.79 -0.01 95 98 28,80 0.00 96 99 28.80 0.00 97 100 28.79 -0.01 Silar Services, Inc. Slug Test -Water Level Data Page 3 of 4 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time[s]Water Level Ift]WL Change[fi]-0,01 4 .- +98 99 101 28.79+ I 102 28,79-0.01 100 103 28.79 -0.01 101 104 28.80 0.00 102 105 28.79 -0.01 103 106 28.79 -0.01 104 107 28.79 -0.01 105 108 28.79 -0.01 106 109 28.79" -0.01 107 110 28.80 000 108 111 28,80 0.00 109 112 28.80 0,00 110 113 28.80 0.00 111 114 28.80 0.00 112 115 28.79 -0.01 113 116 28.79 -0,01 114 117 28,80 0,00 115 118 28.79 -0,01 116 119 28,79 -001 117 120 28.80 0.00 118 121 28.79 -0.01 119 122 28.80 0.00 120 123 28.80 0.00 121 124 28.80 0.00 122 125 2879 -0,01 123 126 28,79 -0.01 124 127 28.80 0.00 125 128 28.79 -0.01 126 129 28.80 0.00 127 130 28,80 0.00 128 131 28,80 0,00 129 132 28.80 0.00 130 133 28.80 0.00 131 134 28.80 0.00 132 135 28.80 0.00 133 136 28.79 -0.01 134 137 28,80 0.00 135 138 28.80 0.00 136 139 28.80 0.00 137 140 28,80 0.00 138 141 28,80 0.00 139 142 28.80 0.00 140 143 28,80 0.00 141 144 28.80 0,00 142 145 28.80 000 143 146 28.80 0.00 144 147 28.80 0.00 145 148 28.80 0.00 146 149. 28.80 0.00 147 150 28.80 0,00 148 151 28.80 0.00 Silar Services, Inc. Slug Test -Water Level Data Page 4 of 4 983 Butler Pike i ., Blue Bell, Pennsylvania 19460 Project: BrunswickSDSP Number: L Progress Energy Time[s]Water Level[ftj WL Change IN]149 152 28,80 0.00 150 153 28,80 0.00 151 154 2880 0.00 152 155 28,80 0.00 153 156 28.80 0.00 154 157 28.80 0.00 155 158 28.80 0.00 156 159 28.80 0.00 157 160 28.80 0.00 158 161 28.80 0,00 159 162 28.80 0.00 160 163 28.80 0,00 161 164 28.80 0.00 162 165 2880 0.00 163 166 28.80 0.00 164 167 28.80 0.00 165 168 28,80 0.00 166 169 28.80 0.00 167 170 28.80 0.00 168 171 28.60 0.00 169 172 28.80 0.00 170 173 28,80 0.00 171 174 28.80 0.00 172 175 28.80 0.00 173 176 28.80 0.00 174 177 28.80 0.00 175 178 28.80 0.00 176 179 28.80 0.00 177 180 28.80 "0.00 178 181 28,80 0.00 Silar Services, Inc. Slug Test Analysis Report 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Location:
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| Southport, NC Slug Test: ESS-24A Slug Test Test Well: ESS-24A Test conducted by: E Myer Test date: 10/4/2007 Analysis performed by: ESS-24A CBP Analysis 2 Analysis date: 12/11/2007 Aquifer Thickness:
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| 400.00 ft 1.00 50.90 100.80 150.70 200.60 J ....................
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| ............
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| K.Time (s]250.50.. ......... ............
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| ...........
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| 300.40 350.30! ..... .. ......................400,20 450.10 500.00 I E-1 1 I ........v ESS-24A Calculation after Cooper-Bredehoeft-Papadopulos Observation well Transnnissivity Ift[/d].~ -.- ...........
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| 2 ..ESS-24A : .0~102 Hydraulic Conductivity Well-bore storage coefficient
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| ..33 .1 o0 .- o o ... ............
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| ..... ...................
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| Silar Services, Inc. Slug Test -Water Level Data Page 1 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Location:
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| Southport, NC Slug Test: ESS-24A Slug Test Test Well: ESS-24A Test conducted by: E Myer Test date: 10/4/2007 Water level at t=0 [ft]: 53.46 Static water level [tft: 53.48 Water level change at t=O [ft]. 0.02 Time[s]Water Level[ft]53.458 WL Change Ift]-4.1 0 0.0197-- -- --- .2 1 51,0367 2.4409 3 2 51.2894 2.1883 4 3 51.3944 2.0833 5 4 51.4534 2.0243 6 5 51.5059 1.9718 7 6 51.5486 1.9291 8 7 51.5879 1.8898 9 8 51,6207 1,857 10 9 51.647 1.8307 11 10 51.6732 1.8045 12 11 51.706 1.7717 13 12 51.7323 1,7454 14 13 51.7585 1.7192 15 14 51.7913 1.6864 16 15 51.8176 1.6601 17 16 51.8471 1.6306 18 17 51.8635 1.6142 19 18 51.8865 1.5912 20 19 51.9127 1,565 21 20 51.9324 1.5453 22 21 51.9587 1.519 23 22 51.9783 1.4993 24 23 51.998 1.4797 25 24 52.0177 1,46 26 25 52.0407 1.437 27 26 52.0571 1.4206 28 27 52.0768 1.4009 29 28 52.0997 1.378 30 29 52.1161 1,3615 31 30 52.1391 1.3386 32 31 52.1588 1.3189 33 32 52.1719 1.3058 34 33 52.1916 1.2861 35 34 52,2113 1.2664 36 35 52.231 1.2467 37 36 52.2441 1.2336 38 37 52.2638 1.2139 39 38 52.2769 1.2008 40 39 52.2966 1.1811 41 40 52,3097 1.168 42 41 52.3228 1.1549 43 42 52.3425 1.1352 44 43 52.3556 1.122 45 44 52.3753 1.1024 46 45 52.3885 1.0892 Silar Services, Inc. Slug Test -Water Level Data Page 2 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time[s]Water Level fl0]WL Change[ft]47 46 52.4016 1.0761 48 47 52.4245 1,0531 49 48 52,4377 1.04 50 49 52.4508 1M0269 51 50 52,4639 1.0138 52 51 52.477 1.0007 53 52 52.4902 0,9875 54 53 52.4967 0.981 55 54 52.5098 A09678 56 55 52,5295 I 0.9482 57 56 52.5361 , 0.9416 58 57 52,5492 0.9285 59 58 52.5623 0,9154 60 59 52.5755 T 09022 61 60 52.5886 0.8891 62 61 52.5951 0.8825 63 62 52.6083 0.8694 64 .63 52.6214 0.8563 65 .64 52.6345 0.8432 66 65 52.6509 0.8268 67 66 52M6542 0.8235 68 67 52.6673 0.8104 69 68 52.6837 0.794 70 69 52.687 0.7907 71 70 52.7001 0.7776 72 71 52.71 0.7677 73 72 52.7133 0.7644 74 73 52,7297 0.748 75 74 5237362 0.7415 76 75 52.7493 0,7283 77 76 52,7559 0.7218 78 77 52.769 0.7087 79 78 52.7822 0.6955 80 79 52.7887 0,689 81 80 52:7953 0,6824 82 81 52.8018 0,6759 83 82 52.815 0.6627 84 83 52.8215 0&6562 85 84 52,8281 0.6496 86 85 52,8346 0.643 87 86 52,8478 0.6299 88 87 52,8478 0.6299 89 88 52.8609 0.6168 90 89 52.8675 0.6102 91 90 52.874 0.6037 92 91 52.8806 0.5971 93 92 52.8871 0,5906 94 93 52.8937 0,584 95 94 52.9003 0.5774 96 95 52.9068 0.5709 97 96 52,9199 0.5577 Silar Services, Inc. Slug Test -Water Level Data Page 3 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time Is]Water Level Ift]WL Change[11]98 97 52.9199 0.5577 99 98 52.9364 0.5413 100 99 52.9364 0.5413 101 100 52.9495 0,5282 102 101 52.9528 0.5249 103 102 52.9626 0.5151 104 103 52.9659 0.5118 105 104 52.9659 0.5118 106 105 52,979 0.4987 107 106 52.979 0.4987 108 107 52.9888 0.4888 109 108 52.9954 0.4823 110 109 52.9987 0.479 111 110 53.0085 0.4692 112 111 53.0118 04659 113 112 53.0118 0.4659 114 113 53.0217 0.456 115 114 53.0282 0.4495 116 115 53.0348 0.4429 117 116 53.0348 0.4429 118 117 .53,0413 0.4364 119 118 53.0479 0.4298 120 119 53.0479 0.4298 121 120 53.0545 0.4232 122 121 53.061 0.4167 123 122 53.0676 0.4101 124 123 53.0676 0.4101 125 124 53.0741 0.4035 126 125 53.0807 0.397 127 126 53.0807 0.397 128 127 53,0873 0.3904 129 128 53.0938 0.3839 130 129 53,1004 0,3773 131 130 53.1004 0.3773 132 131 53.107 0.3707 133 132 53.107 0.3707 134 133 53.1135 0.3642 135 134 53.1201 0.3576 136 135 53.1201 0.3576 137 136 53.1201 0.3576 138 137 53.1266 0.351 139 138 53.1332 0.3445 140 139 53,1332 0.3445 141 140 53.1398 0.3379 142 141 53.1463 0.3314 143 142 53.1529 0.3248 144 143 53.1529 0.3248 145 144 53.1594 0,3182 146 145 53.1529 0.3248 147 146 53.1594 0.3182 148 147 53,166 0.3117 Silar Services, Inc. Slug Test -Water Level Data Page 4 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460_Project:
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| Brunswick SDSP Number: Client: Progress Energy Time[s]Water Level[ft]WL Change[ft]149 148 53.166 0.3117 150 149 53.166 03117 151 150 53.1726 0,3051 152 151 53.1726 0.3051 153 152 53.1791 0.2986 154 153 53.1791 02986 155 154 53.189 0.2887 156 155 53.189 0.2887 157 156 53.189 0.2887 158 157 53.1923 02854 159 158 53.1923 0.2854 160 159 53.2021 0.2756 161 160 53.2021 0.2756 162 161 53.2021 0.2756 163 162 53.2054 0.2723 164 163 53.2087 0.269 165 164 53.2119 0.2657 166 165 53.2119 0,2657 167 166 53.2119 0,2657"168 167 53.2185 0.2592 169 168 53.2251 0,2526 170 169 53,2251 0,2526 171 170 53.2251 0.2526 172 171 53.2251 0.2526 173 172 53.2316 0.2461 174 173 53.2316 0,2461 175 174 53.2382 0.2395 176 175 53.2382 0.2395 177 176 53.2382 0&2395 178 177 53.248 U02297 179 178 53.248 0.2297 180 179 53.248 0.2297 181 180 53.2513 0.2264 182 181 53.2513 0.2264 183 182 53.2513 0.2264 184 183 53.2513 0.2264 185 184 53.2612 0.2165.186 185 53.2612 0.2165 187 186 53.2612 0.2165 188 187 53,2644 0.2133 189 188 53.2644 0.2133 190 189 53.2644 0.2133 191 190 53.2743 0.2034 192 191 53.2743 0.2034 193 192 53,2743 0.2034 194 193 53.2743 0.2034 195 194 53.2808 0.1969 196 195 53.2808 0.1969 197 196 53.2874 0.1903 198 197 53.2874 0.1903 199 198 53.2874 0,1903 Silar Services, Inc. Slug Test -Water Level Data Page 5 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: BrunswickSDSP Number: Client: Progress Energy Time[s]Water Level[h11 WL Change[ft)0.1903 200 199 53,2874 201 200 53,2874 0.1903 202 201 53.2874 0,1903 203 202 53.294 0.1837 204 203 53.294 0.1837 205 204 53.3005 0.1772 206 205 53.3005 0.1772 207 206 53.3005 0.1772 208 207 53.3005 0.1772 209 208 53.3005 0.1772 210 209 53.3005 0.1772 211 210 53.3071 0.1706 212 211 53.3071 0.1706 213 212 53.3071 0.1706 214 213 53,3071 0.1706 215 214 53.3071 0.1706 216 215 53.3071 0,1706 217 216 53,3136 0.164 218 217 53.3136 0.164 219 218 53.3136 0.164 220 219 53.3136 0.164 221 220 53.3136 0.164 222 221 53,3136 0.164 223 222 53.3202 0.1575 224 223 53,3202 0,1575 225 224 53.3202 0.1575 226 225 53.3202 0.1575 227 226 53.3202 0.1575 228 227 53.3235 0.1542 229 228 53.3235 0.1542 230 229 53.3235 0.1542 231 230 53,3202 0.1575 232 231 53.3235 0.1542 233 232 53.3235 0.1542 234 233 53.3235 0.1542 235 234 53.3333 0.1444.236 235 53.3235 0.1542 237 236 53.3235 0,1542 238 237 53.3333 0.1444 239 238 53.3333 0.1444 240 239 53.3333 0.1444 241 240 53.3333 0.1444 242 241 53.3333 0,1444 243 242 53.3333 0.1444 244 243 53.3399 0,1378 245 244 53.3333 0.1444 246 245 53.3399 0.1378 247 246 53.3399 0.1378 248 247 53.3399 0,1378 249 248 53,3399 0.1378 250 249 53.3399 0.1378 Silar Services, Inc. Slug Test -Water Level Data Page 6 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time[s]Water Level[Ift]WL Change[Ift]251 250 53.3399 0.1378 252 251 53.3465 0.1312 253 252 53,3465 0.1312 254 253 53.3465 0.1312 255 254 53.3465 0,1312 256 255 53,3399 0,1378 257 256 53.3465 0.1312 258 257 53.3465 0.1312 259 258 53.3465 0.1312 260 259 53.3465 0.1312 261 260 53.3465 0.1312 262 261 53.3465 0.1312 263 262 53,3465 0.1312 264 263 53,353 0.1247 265 264 53.3465 0.1312 266 265 53.353 0.1247 267 266 53.353 0,1247 268 267 531353 0.1247 269 268 53.353 0.1247 270 269 53.353 0.1247 271 270 53.3596 0.1181 272 271 53.353 0.1247 273 272 53.353 0.1247 274 273 53.3596 0.1181 275 274 53.3596 0.1181 276 275 53.3596 0.1181 277 276 53.353 0.1247 278 277 53,3596 0.1181 279 278 53.3596 0.1181 2801 279 53.3596 0.1181 281 280 53.3596 0,1181 282 281 53.3596 0.1181 283 282 53.3661 0.1115 284 283 53.3661 0.1115, 285 284 53.3661 0.1115 286 285 53.3661 0.1115 287 286 53.3727 0.105 288 287 53.3727 0.105 289 288 53.3727 0,105 290 289 53.3727 0.105 291 290 53.3661 0.1115 292 291 53.3661 0.1115 293 292 53.3661 0.1115 294 293 53.3661 0.1115 295 294 53.3661 0.1115 296 295 53.3727 0.105 297 296 5313727 0.105 298 297 53.3727 0.105 299 298 53.3793 0.0984 300 299 53.3727 0.105 301 300 53.3727 0.105 Silar Services, Inc. Slug Test -Water Level Data Page 7 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time Is]Water Level['It WL Change if1]302 301 53.3727 0.105 303 302 53.3727 0.105 304 303 53,3793 0.0984 305 304 53.3793 0.0984 306 305 53.3793 0.0984 307 306 53.3793 0.0984 308 307 53.3793 0.0984 309 308 53.3727 0.105 310 309 53.3793 0.0984 311 310 53.3793 0.0984 312 311 53.3793 0.0984 313 312 53.3793 0.0984 314 313 53.3793 0.0984 315 314 53.3793 0.0984 316 315 53.3793 0.0984 317 316 53.3793 0.0984 318 317 53.3793 0.0984 319 318 53.3793 0.0984 320 319 53.3858 0.0919 321 320 53.3858 0.0919 322 321 53.3858 0.0919 323 .322 53.3858 0.0919 324 323 53.3858 0.0919 325 324 53.3858 0.0919 326 325 53.3858 0.0919 327 326 53.3858 0.0919 328 327 53.3858 0.0919 329 328 53.3858 0.0919 330 329 53.3858 0.0919 331 330 53.3924 0.0853 332 334 53.3858 0.0919 333 335 53.3924 0.0853 334 336 53.3924 0.0853 335 337 53,3924 0.0853 336 338 53.3858 0.0919 337 339 53.3924 0.0853 338 340 53 3924 0.0853 339 341 53.3924 0.0853 340 342 53.3924 0.0853 341 343 53,3924 0.0853 342 344 53.3924 0.0853 343 345 53.3924 0.0853 344 346 53.3924 0.0853 345 347 53.3924 0.0853 346 348 53.3924 0.0853 347 349 53.399 0.0787 348 350 53.399 0.0787 349 351 53.3924 0,0853.350 352 53.3924 0.0853 351 353 53.3924 0.0853 352 354 53.399 0.0787 Silar Services, ,Inc. Slug Test -Water Level Data Page 8 of 8 983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Number: Client: Progress Energy Time[s]Water Level[h1 WL Change 353 355 53.399 0.0787 354 356 53.3924 0.0853 355 357 53.399 0.0787 356 358 53.399 0.0787 357 359 531399 0,0787 358 361 53.399 00787 359 362 53.399 0.0787.
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| Groundwater Investigation Report Brunswick Nuclear Plant Storm Drain Stabilization Pond March 2008 SITEWIDE GROUNDWATER ASSESSMENT REPORT OWNER CONTROLLED AREA BRUNSWICK NUCLEAR PLANT SOUTHPORT, NORTH CAROLINA PREPARED FOR: PROGRESS ENERGY CAROLINAS PREPARED BY:_ss.SILAR SERVICES, INC.983 BUTLER PIKE BLUE BELL, PA 19422 MAY 2009 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 TABLE OF CONTENTS 1 INTRODUCTION
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| ...........................................................................
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| 1-1 1.1 Purpose of Report ..............................................................................
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| 1-1 1.2 Project Background
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| ...........................................................................
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| 1-1 1.2.1 Site Location 1-1 1.2.2 Project B ackground
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| .............................................................................................
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| 1-2 1.3 Scope and Objectives
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| ........................................................................
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| 1-3 1.4 Report Organization
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| ................................................................
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| .........
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| 1-3 2 INVESTIGATION ACTIVITIES AND FINDINGS ...................
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| 2-1 2.1 Groundwater Investigation Activities
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| ...............................................
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| 2-1 2.1.1 Area 11 Groundwater Screening and Piezometer Installation
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| .............................
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| 2-2 2.1.2 Groundwater Monitoring Well Installation
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| .........................................................
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| 2-2 2.1.3 Groundwater Elevation Measurements
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| .............................................................
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| 1..2-4 2.1.4 Groundwater Sampling .......................................................................................
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| 2-5 2.1.5 Groundwater Analytical Results Summary .........................................................
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| 2-6 2.2 Surveying and M apping ....................................................................
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| 2-8 3 PHYSICAL CHARACTERISTICS OF THE STUDY AREA ... 3-1 3.1 Surface Features ................................................................................
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| 3-1 3 .2 G eo lo gy ............................................................................................
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| 3 -3 3.2.1 Regional Geology and Hydrogeology
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| .................................................................
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| 3-3 3.2.2 Site-Specific G eology ..........................................................................................
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| 3-5 3.2.3 Site-Specific Surface W ater Hydrology
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| ...............................................................
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| 3-6 3.3 Groundwater Hydrology
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| ..................................
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| 3-6 3.3 .1 Shallow A qu ifer ...................................................................................................
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| 3-6 ES-I Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 4
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| ==SUMMARY==
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| AND CONCLUSIONS
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| .............................................
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| 4-1 4.1 Summary of Groundwater Conditions
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| ..............................................
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| 4-1 4.2 C onclusions
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| ...................................................................................
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| 4-3 5 REFERENCES
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| ................................................................................
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| 5-1 LIST OF FIGURES Figure 1 Site Location Figure 2 OCA Assessment Areas Figure 3 OCA Monitoring Well Locations Figure 4 Area 1 Monitoring Wells Near Caswell Beach Figure 5 Area 1 Monitoring Wells Near Intracoastal Waterway Figure 6 Area 3 and Area 4 Monitoring Wells Figure 7 Area 5, Area 6 and Area 10 Monitoring Wells Figure 8 Area 11 Piezometers Figure 9 Area 8 and Area 11 Monitoring Wells Figure 10 Area 9 Monitoring Wells Figure 11 Area 3 and Area 4 Potentiometric Surface -September 30, 2008 Figure 12 Area 3 and Area 4 Potentiometric Surface -October 20, 2008 Figure 13 Areas 5, 6 and 10 Potentiometric Surface -September 30, 2008 Figure 14 Areas 5, 6 and 10 Potentiometric Surface -October 20, 2008 Figure 15 Area 11 Piezometer Potentiometric Surface -April 8, 2008 Figure 16 Area 11 Piezometer Potentiometric Surface -May 5, 2008 Figure 17 Areas 8 and 11 Potentiometric Surface -September 30, 2008 Figure 18 Areas 8 and 11 Potentiometric Surface -October 20, 2008 LIST OF TABLES Table 1 Monitoring Well Locations/Rationale Table 2 Water Elevation Measurements
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| -September 30 and October 20, 2008 LIST OF APPENDICES Appendix A Boring Logs/ Monitoring Well Construction Diagrams Appendix B Tabulated Groundwater Analytical Results ES-2 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 1 INTRODUCTION 1.1 Purpose of Report Silar Services Incorporated (SSi) has prepared this Sitewide Groundwater Assessment Report (SGAR) to document the results of groundwater assessment activities performed at the Owner Controlled Area (OCA) of the Brunswick Nuclear Plant (BNP), located in Southport, Brunswick County, North Carolina.
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| The purpose of the groundwater assessment was to evaluate hydrogeology and determine the presence of potential radiological impacts to groundwater in various areas of the BNP OCA.The investigations activities were not commenced to investigate a known release of radiological materials.
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| Rather, the assessment was initiated to be consistent with industry standard practice and guidance documents associated with the protection of groundwater resources from radiological materials, including the following:
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| * Guideline for Implementing a Groundwater Protection Program at Nuclear Power Plants [Electric Power Research Institute, November, 2007]; and,* Industry Ground Water Protection Initiative
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| -Final Guidance Document[Nuclear Energy Institute (NEI), August 2007].1.2 Project Background This section includes information on the location, description and history of the Site.1.2.1 Site Location The Brunswick Nuclear Plant Site is located approximately 2.5-miles north-northeast of the City of Southport, Brunswick County, North Carolina, and is situated on approximately 1,200 acres of land. The Site location is depicted on Figure 1. For purposes of the assessment, the OCA was broken into ten (10)areas as follows: Area I -Caswell Beach Pumping Station I-1 Sitewide Groundwater Assessment Report° Brunswick Nuclear Power Plant Owner Controlled Area May 2009 Area 2 -Discharge Canal Area 3 -Turbine Rotor Storage Area Area 4 -South Dredge Pond Area 5 -North Dredge Pond Area 6 -Recovery Pond Area 8 -Dry Fuel Storage Area Area 9 -Area North of Nancy's Creek Area 10 -Construction Laydown Area Area 11 -Plant Support Area Areas not included as part of this investigation include the Storm Drain Stabilization Pond (SDSP) and the Protected Area within the plant that were the subjects of separate investigations.
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| The Site layout, including the various areas is depicted on Figure 2.1.2.2 Proiect Background The NEI Ground Water Protection Initiative identifies actions to improve utilities' management and response to instances where the inadvertent release of radioactive substances may result in low but detectible levels of plant-related materials in subsurface soils and water. The inadvertent releases addressed by this Initiative fall outside the current requirements of the Nuclear Regulatory Commission (NRC) and are well below the NRC's limits that ensure protection of public health and safety. This SGAR meets objectives 1.1 and 1.3 of the NEI guidance by characterizing the sitewide groundwater hydrogeology and performing initial groundwater sampling and analysis to be used in the development of long-term groundwater monitoring requirements.
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| 1-2 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 1.3 Scope and Objectives The overall objectives of the groundwater assessment were to provide sampling points to evaluate groundwater quality in order to assess the potential for sources of contamination in various areas of the OCA and, characterize the geology and hydrogeology of the various areas.The specific objectives of each element of the investigation as they apply to each area of the OCA are presented in Section 2 of this report.1.4 Report Organization The organization and content of the remainder of this report are described below.Section 2.0 -Investigation Activities and Findings The activities completed during planning and execution of the assessment are described.
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| Results of the sampling and analysis program are summarized.
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| Section 3.0 -Physical Characteristics of the Study Area A description of the study area including:
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| surface features, geology and soils, surface water hydrology, and groundwater hydrology.
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| Section 4.0 -,Summary and Conclusions A summary of the environmental conditions relevant to satisfy the objectives of the investigation are provided.Section 5.0 -References A list of references utilized during the preparation of this Report.1-3 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 2 INVESTIGATION ACTIVITIES AND FINDINGS The sitewide groundwater assessment involved the'installation and development of a total of forty-one (41) shallow groundwater monitoring wells and five (5) 'intermediate monitoring wells followed by groundwater elevation measurements and'collection and analyses of groundwater samples. The field investigations were performed in multiple phases beginning in April 2008 and continuing through April 2009.This section includes a summary of the results of chemical analyses performed on groundwater samples collected from the monitoring wells. The analytical results are presented and, where concentrations of radiological materials were observed, the results are also presented on figures. Throughout this section, groundwater data are compared and discussed with respect to the USEPA drinking water standard of 20,000 pCi/L (picocuries per liter).The activities and findings are summarized in the following subsections.
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| 2.1 Groundwater Investigation Activities The overall objectives of the groundwater assessment were to provide sampling points to evaluate groundwater quality in order to assess the potential for sources of contamination in various areas of the OCA and, characterize the geology and hydrogeology of the various areas.To accomplish these objectives, several investigation elements were completed including:
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| groundwater screening, monitoring well installation, groundwater elevation measurements and groundwater sampling.2-1 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 2.1.1 Area 11 Groundwater Screening and Piezometer Installation A groundwater screening program was conducted in Area 11 in April and May 2008. Screening locations were generally located on a grid with some locations biased to potential source areas, such as the discharge pipe from the basin to the stabilization pond. A total of fifty-eight (58) soil borings (Al 1-1 through All-58) were advanced by Geoprobe to approximately 25' below grade. Soil samples were visually inspected and monitored to construct boring logs and determine site specific geologic stratigraphy.
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| Soil boring logs are included in Appendix A. Groundwater samples were collected from temporary well screens advanced by Geoprobe.
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| Samples were collected by SSi and analyzed for tritium by BNP.Piezometers were installed in Area 11 soil borings to provide groundwater elevation measuring points and thereby an understanding of groundwater flow in this area. Eighteen (18) piezometers were installed in soil borings as follows: A 11-3 through A 11-6, A 11-8 through Al 1-12, A 11-26 through All-31, All-33, All-34 and All-37. Surveying was conducted to establish the horizontal location of all screening points and the vertical elevation within third-order accuracy and 0.01-foot precision of all -piezometers.
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| Water elevation measurements were collected (Section 2.1.3) from all piezometers.
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| The eighteen piezometers were abandoned on May 19, 2008 by cutting the well casing below grade and filling the hole with bentonite-cement grout to the surface.2.1.2 Groundwater Monitoring Well Installation The primary objective of the monitoring well installation was to establish a network of monitoring wells in the various areas to evaluate groundwater 2-2 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 quality and hydrology.
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| To accomplish this objective, monitoring wells were installed in each area as described in Table 1.All drilling activities were performed by Geologic Exploration, Inc. of Statesville, North Carolina and overseen by SSi. Hollow-stem auger drilling methods were employed to complete the installation of the temporary groundwater monitoring well network. The drilling activities are described in the following sections.During the investigation, a total of forty-one (41) shallow groundwater monitoring wells and five (5) intermediate monitoring wells were installed in the various areas described in Table 1. All shallow monitoring wells were installed using 3 1/4-inch I.D. hollow-stem auger drilling techniques.
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| Figure 3 shows all of the monitoring well locations on an aerial photograph of the Site.Figures 4 through 10 depict the monitoring wells installed in each of the areas. Monitoring wells were constructed using 2-inch I.D. Schedule 40 PVC well casing and 0.010-slotted 2-inch diameter Schedule 40 PVC well screen.The general monitoring well installation procedures are summarized below.1. The field Geologist selected the well depth for each of the shallow wells based on presence of saturated groundwater conditions at each well location.2. The shallow wells (Type I) were installed using 31/4/4-inch inner diameter (I.D.)hollow stem augers with the bottom of the well screen placed at least 3 feet into the saturated interval of the sand aquifer. No low-permeability units were penetrated during the drilling and installation of the temporary monitoring wells.3. Core samples were obtained at 5-foot intervals from the surface to designated depths of each well location.
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| These samples were logged by the field Geologist.
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| : 4. Formation water and drill cuttings generated during the construction of monitoring wells were transported to the SDSP.2-3 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 5. At least ten feet of 2-inch-ID, Schedule 40 PVC, machine cut, well screen with 0.010-inch-slot size was set at the bottom of each Type I well. A sufficient length of Schedule 40 PVC riser pipe was coupled to the screen to allow the PVC riser pipe to extend above the ground surface. Well screens were fitted with a nominal 2-inch solid (unslotted) bottom sediment trap.6. Intermediate wells (Type II) were constructed with the same construction defined in Item 9 above except that a 6-inch I.D. PVC surface casing was installed into the low-permeability aquitard to prevent the possibility that the monitoring well could serve as a conduit between the overburden aquifer and intermediate zones 7. The annular space around the well screen was back-filled with clean uniform sand (filter pack sieve #2). The filter pack was placed from the bottom of the well to approximately 2 to 3 feet above the top of the well screen. A seal consisting of a minimum of a 2-foot-thick bentonite seal was placed above the sand and allowed to hydrate. The remaining annular space was filled with bentonite-cement grout.8. All wells were completed as stick-up wells, with a lockable expansion plug.9. A concrete pad was installed around the security casing and mounded in such a way as to direct surface runoff away from the casing.10. Monitoring well construction sketches (Appendix A) were prepared for each monitoring well.11. Dedicated groundwater sampling equipment, including dedicated polyethylene tubing, was installed in each of the monitoring wells to facilitate the collection of groundwater samples.2.1.3 Groundwater Elevation Measurements Groundwater elevation measurements were collected from the temporary piezometers and the monitoring wells and used to provide data to map the potentiometric surface of the shallow aquifer and interpret the direction of groundwater flow in the shallow aquifer in the various areas. Six (6) rounds of depth-to-water measurements were recorded from the eighteen (18) temporary piezometers in April and May 2008. Two (2) rounds of depth-to-water 2-4 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 measurements were recorded from the forty-one shallow and five intermediate monitoring wells in September and October 2008. Measurements were collected using a Keck ET Model 122 Water Level Indicator Probe capable of measuring depth to water within 0.01-foot accuracy.
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| These measurements are summarized in Table 3. The results of the groundwater elevation measurements are presented as potentiometric surface maps for the various areas in Section 3. of this report.2.1.4 Groundwater Sampling Two rounds of groundwater samples were collected from the monitoring wells.The groundwater samples were analyzed for tritium in Progress Energy's onsite radiological analytical laboratory.
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| Prior to sampling, each well was purged in accordance with Progress Energy's low flow groundwater sampling procedure to assure collection of a representative groundwater sample. Groundwater sampling was completed using a peristaltic pump, dedicated pump (flex) tubing, and dedicated down-hole polyethylene tubing at each temporary well to eliminate the potential for cross-contamination between sampling points. Water quality measurements were collected during the purging activities.
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| The procedure for well purging and sampling is generally as follows: 1. First, the security cap was removed, and the depth to water in the well was determined by sounding the well with a water level meter (Keck ET). The depth to water was recorded on a groundwater sample form.2. The dedicated down-hole tubing is lowered into the monitoring well and cut to the desired length, attached to the pre-cut flex tubing on the peristaltic pump, and a new section of poly tubing is inserted on the effluent side of the pump and the sample line was connected from the pump to the in-line water quality instrument (YSI MP556 with flow through cell), the effluent line from the 2-5 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 flow-through cell is inserted into a purge water container to capture purge water, the peristaltic pump is started, and purging of groundwater at the well was commenced.
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| : 3. An optimum low-flow pumping rate was established at each well to minimize drawdown.
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| The groundwater quality parameters and depth to water were monitored and recorded at prescribed time intervals to determine when the water quality parameters had stabilized to within 10%.4. Following the stabilization of the groundwater quality parameters, groundwater samples were collected from the wells and delivered to the radiological analytical laboratory.
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| : 5. Purge water was collected in dedicated purge water containers and transported to the SDSP.2.1.5 Groundwater Analytical Results Summary The first round of groundwater samples were collected from the monitoring wells in July and August 2008. The second round of groundwater samples were collected from the monitoring wells in March and April 2009.Groundwater samples from the wells were analyzed for tritium at the on-site radiological analytical laboratory.
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| The lower limit of detection for the sample analyses ranged from 233 pCi/L to 274 pCi/L. Appendix B presents tabulated analytical results from the groundwater sampling events. The results of the laboratory analyses of groundwater samples are summarized below.During the first round of groundwater sampling, tritium was below the lower limits of detection in all but two (2) of the monitoring wells in the OCA.These were monitoring wells ESS-67C and ESS-73C, both located in Area 1, near the Caswell Beach Pumping Station. These monitoring wells were initially sampled on July 17, 2008. Concentrations of tritium were 491 pCi/L in the groundwater sample from ESS-67C and 439 pCi/L in the groundwater sample from ESS-73C.2-6 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 These two monitoring wells were sampled again on thirteen occasions between August 1, 2008 and April 9, 2009. Results of these samples are tabulated in Appendix B. For monitoring well ESS-67C, tritium was detected during six (6) of the thirteen (13) additional sampling rounds. Concentrations in the additional samples ranged from non-detectable to 528 pCi/L detected in monitoring well ESS-67C on August 25, 2008. For monitoring well ESS-73C, tritium was detected during four (4) of the thirteen (13) additional sampling rounds. Concentrations in the additional samples ranged from non-detect to 423 pCi/L detected in monitoring well ESS-73C on August 5, 2008. None of the detected concentrations approached the USEPA MCL for tritium of 20,000 pCi/L.The second round of groundwater samples was collected in March and April 2009. During the second round of groundwater sampling, tritium analytical results were below the lower limits of detection for groundwater samples collected from all OCA monitoring wells except two. The two monitoring wells, ESS-38C and ESS-39B, are both located in Area 8 -the Dry Fuel Storage Area or ISFSI Pad along with monitoring wells ESS-38B and ESS-39C. Concentrations of tritium were 516.9 pCi/L in the groundwater sample from ESS-38C and 490.1 pCi/L in the groundwater sample from ESS-39B.The ISFSI Pad monitoring wells (ESS-38C, ESS-38B, ESS-39C and ESS-39B)were sampled a total of seven (7) times between July 2008 and March 2009 as part of a separate investigation of Area 8. Results of these samples are tabulated in Appendix B. Initial results of that study were presented in a January 15, 2009 memorandum from John Magee of SSi to Jim Paul of PE.Tritium was not detected in any of the groundwater samples collected from monitoring wells ESS-38B and ESS-39C. For monitoring well ESS-38C, tritium was not detected in any of the groundwater samples except that collected in March 2009 as described above. For monitoring well ESS-39B, tritum was detected in groundwater samples from three (3) of the seven (7)2-7 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 gsampling events at concentrations of 798.9 pCi/L (December 2008), 579.1 pCi/L (January 2009) and 490.1 pCi/L (March 2009). None of the detected concentrations approached the USEPA MCL for tritium of 20,000 pCi/L.2.2 Surveying and Mapping A site survey was conducted.
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| Surveying activities were performed and certified by a North Carolina Registered Land Surveyor (McKim and Creed). The surveyor reviewed existing site maps and other maps that encompassed the project area prior to mobilization.
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| The surveyor ascertained the locations and conditions of all horizontal and vertical controls available for the project utilizing benchmark descriptions, maps, and listings provided by Progress Energy, as well as other documents.
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| The survey was georeferenced using the previously established local monuments of known northing and casting as defined by the North Carolina Geological Survey.A survey map was produced that includes scale, benchmarks, North arrow, dimensions and locations of property boundaries, the locations of monitoring wells and sample locations.
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| The survey map provided the information required to produce a site basemap, which all of the site maps presented in this report have been based on.2-8 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 3 PHYSICAL CHARACTERISTICS OF THE STUDY AREA This section presents the physical characteristics of the Site including surface features, geology, soils, surface water hydrology, groundwater hydrology, climate, and demographics.
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| 3.1 Surface Features The Site is located within approximately 2.5 miles north-northeast of the City of Southport, North Carolina.
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| Access to the Site is from River Road (State Route 87). The Site encompasses approximately 1,000 acres.Significant surface features are referenced in bold in the following Section.Storm Drain Stabilization Pond (SDSP): The SDSP is located approximately 880 feet northeast of the BNP power generating facility and consists of a constructed sediment dewatering pond that has been converted for use as a storm water retention/treatment facility.
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| The SDSP was constructed above the pre-construction surface topography and includes an earthen berm that surrounds the 64-acre pond. The earthen berm is approximately ten (10) feet higher in elevation than the surrounding land surface to the west and south, and approximately twenty (20) feet higher in elevation than the land surface to the north and east. Organic silts and other sediments that have accumulated as a result of the industrial use of the pond are assumed to be the predominant sediment/soil materials present within the interior of the pond.Nancy's Creek: Approximately 100 feet to the north of the SDSP, a marine estuary is present that consists of Nancy's Creek and associated tidal wetland habitats.
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| The creek and wetlands drain to the east during the outward flow of the tides into the Cape Fear River. Water in Nancy's Creek is brackish (low tide) to saline (high tide).Gum Log Branch: To the east/northeast of the SDSP, Gum Log Branch and associated tidal wetlands are present. Gum Log Branch generally flows to the north during outward tidal flows and is a tributary to Nancy's Creek. Gum Log Branch is a natural surface 3-1 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 drainage feature, but also receives water from a constructed recovery pond that is used to facilitate the return of marine life that was captured/impinged on the cooling water intake screens adjacent to the BNP generating facility.
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| A constructed drainage system (referred to as the "slide for life") feeds water and marine life recovered from the intake structure to the recovery pond, where the wildlife can "recover" and return to the marine environment.
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| Further to the east of Gum Log Branch, a larger dredge pond is present that was used during the construction of the intake canal, and has been used to periodically provide a sediment dewatering basin for dredged intake canal sediments.
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| Intake Canal: The cooling water intake canal is located adjacent to the SDSP to the south. The intake canal is approximately 18 feet deep and is designed to provide a.constant source of water from the Cape Fear River to the BNP to cool the nuclear reactors.
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| The design of the intake canal permits flow into the plant area, and cannot be reversed by tides or other hydraulic conditions.
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| As such, the water elevation in the canal is relatively consistent and presents a shallow hydraulic boundary to the south of the SDSP. To the south of the intake canal, a dredge pond is present that was used during the construction of the intake canal, and has been used to periodically provide a sediment dewatering basin for dredged intake canal sediments.
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| Discharge Canal: Thecooling water discharge canal is located at the southwest corner of the plant. The discharge canal is approximately 18 feet deep and is designed to convey the approximately 1, million gallons per minute of cooling water from the Plant to the Caswell Beach Pumping Station, where it is pumped approximately 3/4/4-mile into the'Atlantic Ocean. Groundwater flow in the vicinity of the Discharge Canal is generally toward the canal.The Site location is shown in Figure 1.3-2 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 3.2 Geology 3.2.1 Regional Geology and Hydrogeology According to the 1985 Geologic Map of North Carolina, prepared by the North Carolina Geological Survey Section of the North Carolina Department of Environment and Natural Resources (NCDENR), the Site is located in the North Carolina Coastal Plain Physiographic Province.
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| The geology of this area is characterized by an easterly thickening wedge of unconsolidated sediments underlain by limestone aquifers.
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| According to the United States Geologic Survey (USGS) Water Resources.
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| Investigations Report 03-4051 (USGS, 2003), the Site is located in the Coastal Lowlands subregion of the coastal plain, which consists of sediments deposited in estuarine and near-shore environments; however, close to the north is the interpreted boundary with the middle-coastal plain subregion, which is characterized by variable sediment conditions laterally and vertically, and includes coarse sands associated with shoreline deposits to silts and clays associated with estuaries and lagoons deposited during the Pleistocene.
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| Based on the Water Resources Investigations Report, the geologic formations in the area, from most recent to oldest include the following:
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| * the quaternary-aged surficial sand deposits;* the undifferentiated Pleistocene and Pliocene deposits of the quaternary and later tertiary system;* the Tertiary-aged Castle Hayne Formation;
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| * the Tertiary-aged Beaufort Formation (Peedee Confining Unit); and,* the Cretaceous-aged Peedee Formation.
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| According to the North Carolina Geologic Survey, the Site area is underlain by the Waccamaw Formation, which is generalized as a fossiliferous bluish-gray to tan loosely consolidated sand with silt and clay. The Waccamaw Formation 3-3 Sitewide Groundwater Assessment Report s s .I Brunswick Nuclear Power Plant Owner Controlled Area May 2009 straddles the Pleistocene-Pliocene boundary, and generally correlates with the data provided by US Geologic Survey.These units are described in the USGS report as follows: Surficial Sand Deposits:
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| Light yellow to grey fine to medium sands with traces of clay, coarse-grained sand, pebbles, and minerals.
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| These deposits are part of the surficial aquifer, which is a shallow groundwater aquifer in the uppermost strata in Brunswick County.Pleistocene and Pliocene Deposits:
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| An undifferentiated, variable that does not have sufficient to divide into discrete formations, this unit is characterized by shelly quartz sands with well preserved shell material or shell hash, and shelly carbonates consisting of shell hash and sandy marls or sandy moldic limestone."In areas where the Castle Hayne... confining unit is missing, the surficial aquifer is in direct contact with the Castle Hayne Aquifer..." (Pg. 14, USGS, 2003).Clays and silts in these deposits are generally thin, discontinuous, and lack lateral continuity.
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| However, the USGS points out that, at Sunny Point Military Terminal (SPMT), a clay unit separates the surficial aquifer into a surficial aquifer and a deeper tertiary sand aquifer, which is directly underlain by the Castle Hayne aquifer at SPMT.Castle Hayne Formation:
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| The Castle Hayne Formation consists primarily of limestone and sand deposited in a marine environment (Winner and Coble, 1996). The elevation of the top of the Castle Hayne in the vicinity of the Site is documented to be approximately 45 feet below mean sea level (-45 feet MSL), as documented on the hydrogeologic cross section provided as Plate G of the USGS Water Resources Report (USGS, 2003). The Castle Hayne 3-4 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 aquifer is one of the principal sources of potable water supply for the City of Southport (USGS, 2003).Peedee Confining Unit: The Peedee confining unit is generally the closest clay or silt beds that occur near the top of the Peedee Formation.
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| Where it is present, the Peedee confining unit is part of the Beaufort Formation in southeastern Brunswick County (Lautier, 1998). The elevation of the top of the Peedee confining unit is documented to be approximately
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| -65 feet MSL, as documented on Plate G of the USGS Water Resources Report (USGS, 2003).Peedee Formation:
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| The composition of the Peedee Formation in southeastern Brunswick County is described as the Rocky Point Member of the Upper Peedee Formation consisting of gray, sandy, moldic limestone that grades downward to a calcareous sandstone.
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| The upper part of the Peedee aquifer is an important source of water for domestic and commercial use, and is used in combination with the Castle Hayne aquifer as the source of municipal water supply by Brunswick County (USGS, 2003).3.2.2 Site-Specific Geology In general, the site-specific geology observed in is as follows: Upper Sand: The surficial sand was generally observed as a loose tan to light grey fine sand, with varying amounts of silt. Towards the middle to bottom of the Upper Sand, silt and clay lenses were often observed, although the depth of the silt and clay lenses were not generally consistent between borings. In some borings, clay and silt lenses were not observed.
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| The Upper Sand was typically observed to be saturated at a depth of approximately five to ten feet below grade. Towards the base of the Upper Sand, shelly layers were often encountered in thin lenses of silt, and the contact with the underlying low-permeability unit was typically characterized by interlayered sandy silts, silty 3-5 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 sands, and clayey silts. This unit correlates with the Surficial Deposits described by USGS (USGS, 2003).A shallow aquifer is observed in the Upper Sand at approximately 15-feet below grade. This aquifer correlates with the Surficial Aquifer described by USGS (USGS, 2003).Low-Permeability Unit: Below the Upper Sand Unit, a low permeability unit was encountered.
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| The low permeability unit consists of cohesive dark grey silt and clay. As described above, the contact with the overlying Upper Sand is typically gradational until the competent dark grey silt and clay unit is encountered.
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| At previously investigated areas of the Site it is approximately four (4) to fifteen (15) feet thick, and exhibits shelly layers and occasional thin laminates of very fine grained sand within the low to medium moist silt and clay. Shelly layers were observed in a number of the borings around 20 to 25 feet bgs.The low permeability unit is believed to hydraulically separate the Shallow Aquifer and the Intermediate Aquifer that is observed in other areas of the Site.3.2.3 Site-Specific Surface Water Hydrology Surface water runoff is generally percolated directly into the shallow aquifer (Upper Sand). Groundwater in the shallow aquifer appears to migrate laterally to nearby surface waters including the plant cooling water Intake and Discharge Canals, Nancy's Creek and Gum Log Branch.3.3 Groundwater Hydrology 3.3.1 Shallow Aquifer The shallow aquifer, which is generally encountered at a depth of approximately fifteen feet bgs, extends to approximately
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| -11 feet msl. The 3-6 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 thickness of the aquifer is approximately 15 feet thick. The aquifer exhibits unconfined, water table conditions, and is recharged directly through infiltration from precipitation.
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| The shallow aquifer is generally underlain by the low-permeability unit, which was encountered in several of boreholes advanced at the Site. Based on the previous work conducted at the Site, the low permeability unit separates the shallow aquifer and the intermediate aquifer that is below the low-permeability unit; however, there is a small degree of hydraulic and chemical exchange between the shallow and intermediate aquifers that occurs vertically through the clay, as observed in previous investigation activities.
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| The interpretations regarding groundwater flow direction at the Site is based on water level measurements collected from the shallow wells. These data are presented in Table 2 and provided the basis for the interpretation of horizontal flow in the shallow aquifer. Groundwater flow for the areas investigated is discussed below.Area 1 -The locations and orientation of monitoring wells along the Discharge Canal do not lend themselves to the preparation of groundwater elevation contours; however some general interpretations can be made based on the data presented in Table 2. Groundwater flow in the immediate vicinity of the Discharge Canal is toward the Discharge Canal. The overall flow of shallow groundwater is to the south in the direction of the Atlantic Ocean.Areas 3 and 4 -Figures 11 and 12 illustrate the potentiometric surface of the shallow unconfined aquifer at Areas 3 and 4 on September 30 and October 20, 2008, respectively.
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| These figures illustrate the local influence of the Intake and Discharge Canals on the direction of groundwater flow in the shallow unconfined aquifer. The elevation differences between 56 and 55 are representative of the regional groundwater flow pattern toward the south.3-7 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 Areas 5, 6 and 10 -Figures 13 and 14 illustrate the potentiometric surface of the shallow unconfined aquifer at Areas 5, 6 and 10 on September 30 and October 20, 2008, respectively.
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| These figures illustrate the general radial flow from the former dredge spoil site as well as the local. influence of the Intake Canal on the direction of groundwater flow in the shallow unconfined aquifer.Area 11 Piezometers
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| -Figures 15 and 16 illustrate the potentiometric surface of the shallow unconfined aquifer as observed in the Area 11 piezometers on April 8, 2008 and May 5, 2008. These figures illustrate the observed groundwater divide at the Site. Groundwater in the northwest of the Site is observed to flow to the north toward Nancy's Creek. Groundwater in the southeast of the Site is observed to flow to the South toward the Intake Canal and eventually toward the Atlantic Ocean.Areas 8 and 11 -Figures 17 and 18 illustrate the potentiometric surface of the shallow unconfined aquifer at Areas 8 and 11 on September 30 and October 20, 2008, respectively.
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| These figures depict a shallow groundwater flow pattern in general agreement with that observed in the area 11 piezometers.
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| In addition, the groundwater elevation data from the two intermediate depth wells located at Area 9 indicates that groundwater in the intermediate aquifer flows to the south and is not influenced by the various surface features at the Site.3-8 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 4
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| ==SUMMARY==
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| AND CONCLUSIONS Silar Services Incorporated (SSi) has prepared this Sitewide Groundwater Assessment Report (SGAR) to document the results of groundwater assessment activities performed at the Owner Controlled Area (OCA) of the Brunswick Nuclear Plant (BNP), located in Southport, Brunswick County, North Carolina.
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| The purpose of the groundwater assessment was to evaluate hydrogeology and determine the presence of potential radiological impacts to groundwater in various areas of the BNP OCA.The assessment was initiated to be consistent with industry standard practice and current guidance.
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| documents associated with the protection of groundwater resources from radiological materials.
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| The overall objectives of the groundwater assessment were to provide sampling points to evaluate groundwater quality in order to assess the potential for sources of contamination in various areas of the OCA and, characterize the geology and hydrogeology of the various areas.Over fifty temporary piezometers, 41 shallow monitoring wells and 5 intermediate depth wells were installed in the eight OCA areas. At each location, groundwater samples were collected and analyzed to determine the presence and concentrations of radiological material in site media. The investigation locations were surveyed by a Professional Land Surveyor licensed in the State of North Carolina to facilitate the evaluation of the chemical and physical data collected during the project. The results are summarized in the following subsections.
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| 4.1 Summary of Groundwater Conditions Fifty-eight temporary groundwater monitoring wells, forty-one shallow groundwater monitoring wells and five intermediate groundwater monitoring wells were installed.
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| The monitoring well construction diagrams are provided in Appendix A. The temporary monitoring wells have been abandoned in accordance with the NCDENR requirements.
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| 4-1 Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 Groundwater elevation measurements were obtained from each of the monitoring wells to evaluate the direction of groundwater flow in the study area. The results of the elevation measurements were plotted to develop the potentiometric surface maps presented on Figures 11 through 18. Based on the measurements recorded, shallow groundwater in the shallow aquifer flows predominantly to the south, but is influenced by local surface features including the former north dredge spoil pond, Nancy's Creek, the SDSP and the Intake and Discharge Canals. The SDSP and former north dredge spoil pond create radial flow in their vicinity as observed in Areas 5, 6 and 10 and in the northwestern portion of Area 11. The presence of Nancy's Creek and the Canals create a groundwater flow divide such that groundwater in the northwest of the Site is observed to flow to the north toward Nancy's Creek. Groundwater in the southeast of the Site is observed to flow to the South toward the Intake Canal and eventually toward the Atlantic Ocean. The effect of the Discharge Canal is also observed in Areas 3 and 4.Representative groundwater samples were obtained from each of the temporary and permanent monitoring wells using low-flow groundwater sampling techniques.
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| All groundwater samples were analyzed for tritium in Progress Energy's onsite radiological laboratory.
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| Tritium was detected in only two (2) of the monitoring wells during the first round of groundwater sampling.
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| These were monitoring wells ESS-67C and ESS-73C, both located in Area 1, near the Caswell Beach Pumping Station. These monitoring wells were initially sampled on July 17, 2008. Concentrations of tritium were 491 pCi/L in the groundwater sample from ESS-67C and 439 pCi/L in the groundwater sample from ESS-73C. These two monitoring wells were sampled again on thirteen (13) occasions between August 1,, 2008 and April 9, 2009. Results of these samples are tabulated in Appendix B.For monitoring well ESS-67C, tritium was detected during six (6) of the thirteen (13)additional sampling rounds. Concentrations in the additional samples ranged from non-detect to 528 pCi/L detected in monitoring well ESS-67C on August 25, 2008. For monitoring well ESS-73C, tritium was detected during four (4) of the thirteen (13)additional sampling rounds. Concentrations in the additional samples ranged from non-detect to 423 pCi/L detected in monitoring well ESS-73C on August 5, 2008. None of the detected concentrations approached the USEPA MCL for tritium of 20,000 pCi/L.4-2 Sitewide Groundwater Assessment Report s s .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 During the second round of groundwater sampling, tritium analytical results were below the lower limits of detection for groundwater samples collected from all OCA monitoring wells except two. The two monitoring wells, ESS-38C and ESS-39B, are both located in Area 8 -the Dry Fuel Storage Area or ISFSI Pad along with monitoring wells ESS-38B and ESS-39C. Concentrations of tritium were 516.9 pCi/L in the groundwater sample from ESS-38C and 490.1 pCi/L in the groundwater sample from ESS-39B. The ISFSI Pad monitoring wells were sampled a total of seven (7) times from July 2008 through March 2009 as part of a separate investigation of Area 8. Tritium was also detected in groundwater samples from monitoring well ESS-39B in December 2008 and January 2009. No other groundwater samples exhibited detectable tritium concentrations during the investigation.
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| ===4.2 Conclusions===
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| Radiological constituents in the form of tritium were observed in groundwater samples from only two of the OCA areas included in this investigation.
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| SSi recommends that groundwater samples be collected annually from all of the OCA monitoring wells as part of an OCA groundwater monitoring program.Groundwater samples from monitoring wells ESS-67C and ESS-73C are currently collected monthly and results from these sampling events will be evaluated separately from the OCA groundwater monitoring program. In addition, groundwater samples from the four (4) ISFSI pad monitoring wells (ESS-38C, ESS-38B, ESS-39C and ESS-39B)are currently collected monthly. Results from these sampling events will also be evaluated separately from the OCA groundwater monitoring program.4-3 Sitewide Groundwater Assessment Report ss .Brunswick Nuclear Power Plant Owner Controlled Area May 2009 5 REFERENCES
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| : 1. Brown, P.M. and others, 1985 Geologic Map of North Carolina, North Carolina Department of Natural Resources and Community Development.
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| : 2. Carolina Power & Light Company, Brunswick Plant, An Evaluation of Ground-water Conditions in the Vicinity of the Intake and Discharge Canals at the Brunswick Steam Electric Plant, November 10, 1982.3. Carolina Power & Light Company, Brunswick Plant, Letter from Richard Catlin and Associates, Inc., to NCDEM, Groundwater Section, May 23, 1995.4. D'Appolonia Consulting Engineers, Inc., Report: Production Well No. 2 Pumping Tests, Brunswick Steam Electric Plant, June, 1974.5. D'Appolonia Consulting Engineers, Inc., Site Assessment Report, Unit 2 Radwaste Effluent Line, Brunswick Nuclear Plant, June, 1995.6. EPRI, Groundwater Monitoring Guidance for Nuclear Plants, Palo Alto, CA, 2005. 1011730 7. EPRI, Guideline for Implementing a Groundwater Protection Program at Nuclear Power Plants, Palo Alto, CA, 2007.TR-.8. Nuclear Power Institute, Industry Ground water Protection Initiative
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| -Final Guidance Document, NEI 07-07 [Final], August, 2007.9. North Carolina Department of Environment, Arid Natural Resources, Division of Waste Management, Superfund Section, Inactive Hazardous Sites Branch.Inactive Hazardous Sites Program, Guidelines for Assessment and Cleanup, August 2001.10. North Carolina Geologic Survey, Division of Land Resources, Subsurface Stratigraphic Framework for Cenozoic Strata in Brunswick and new Hanover Counties, North Carolina, Information Circular 27, 1991.11. Progress Energy, Groundwater Monitoring Program, OE&RC-3250, Rev. 26.12. The EDR Radius Map with GeoCheck Brunswick Nuclear Generating Station, PO Box 10429, Southport, NC. 28461. Inquiry Number: 1942118.1s, May 31, 2007.Environmental Data Resources, Inc., Milford, Connecticut.
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| : 13. United States Department of the Interior Geological Survey. Southport and Kure Beach 7.5-Minute Quadrangle Maps, North Carolina.5-1 ss.Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 14. United States Department of the Interior, Geological Survey, Hydrogeology and Ground-Water Quality of Brunswick County, North Carolina, Water Resources Investigation Report 03-4051, 2003.15. U.S. EPA 2001. Region 4. Environmental Investigations Standard Operating Procedures and Quality Assurance Manual, May 1996, Includes 1997 and 2001 Revisions.
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| Athens: USEPA Region 4, 1997.16. U.S. EPA 2004, Multi-Agency Radiological laboratory Analytical Protocols Manual (MARLAP), MARLAP, July, 2004.5-2 I/SS.Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 FIGURES
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| TER,-ýPT.. .Progress Energy N.C. N Brunswick Nuclear Plant Southport, NC Quadrangle Location , Figure 1 0 2000 4000 Feet t Locauon MOc Source: U.S.G.S. Topographic Mop (7.5 minute) SS Silar S Inc.Southport
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| & Kure Beach, NC quadrangles S ia S vice In .
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| Key Area 1 -Caswell Beach Pumping Station Area 2 -Discharge Canal Area 3 -Turbine Rotor Storage Area Area 4 -Dredge Pond Area 5 -Dredge Pond Area 6 -Recovery Pond Area 8 -Dry Fuel Storage Area Area 9 -North of Nancy's Creek Area 10 -Construction Laydown Area Area 11 -Plant Support Area Progress Energy Brunswick Nudeor Plant Southport.
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| NC C .'ic e 2 Miles 0 0.5 1 2 SS, Silar Services Inc.Silar Services Inc.
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| 7ýBrunsweick Nuclear Plant Southport, NC Services Inc.K_I SOURCE: Brunswick County NC GIS Progress Energy Brunswick Nuclear Plant Southport, NC I(;e4 Arer- Moriltirirg WeIIs Neor CowllEedých
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| ýS-,ý Silar Services Inc.
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| SOURCE: Brunswick County NC GIS Progress Energy Brunswick Nuclear Plant Southport, NC N' t ntercomisC.
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| W aerw a vSilar Services Inc.
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| SOURCE: .Brunswick County NC GIS Progress Energy Brunswick Nuclear Plant Southport, NC6 Arec j & 4 Montoringq WellsSilar Services Inc.
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| SOURCE: Brunswick County NC GIS Progress Energy Brunswick Nuclear Plant Southport, NC F cure :/Area 5, Area 6 & Arec i0 Monitoring
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| 'lied's S§S. Silar Services Inc.
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| SCALE 1"=3O SOURCE: McKim & Creed. 2008 NOTES: 1. COOROINA TES ARE BASED ON NC GRID NAD83 2. ELEVA rONS ARE BASED ON NGVD29.rbogress energy Brunswick Nuclear Plant Southport.
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| NC AREA A H&ELLS OF GROUND WA TER FLOW DIRECT7ON-GROUNDWA TER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA71ON MEAN SEA LEVEL 0 150 300 600 1200 A c,;ýýC;I C T I Cil 'ZI V t-C:Z) HV-.
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| SOURCE: Brunswick County NC GIS Progress Energy Brunswick Nuclear Plant Southport, NC[:qure 9 Axea E & Are3 11 Monitoring Wells St Silar Services Inc.
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| SOURCE: Brunswick County NC GIS Progress Energy Brunswick Nuclear Plant Southport, NC[-gure ý 0 Area 9 Vonitoir i.q Nel's$$. Silar Services Inc.
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| u.,,, SOURCE: McKIm & Creed, 2008 NOTES: 1. COORDINA lES ARE BASED NC GRID NAD83 2. ELEVA77ONS ARE BASED ON NGVD29.ON LEGEND: C- AREAS , & 4 WELLS.,.-.,, GROUNDWATER FLOW DIREC77ON GROUND WA TER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVAT7ON MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC Faij re I 'I Area 5 nd'n Area 4 Potenrricrteric Surface Septem[br 3:0, 2008 SC Silar Services Inc.
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| ti;SOURCE: McKfm & Creed, 2008 NO TES: 7. COORDINATES ARE BASED ON NC GRID NAD8J 2. ELEVA77ONS ARE BASED ON NGVD29.LEGEND: E] AREAS 3 & 4 WELLS.". GROUNDWATER FLOW DIREC7ION GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA77ON MEAN SEA LEVEL Progress Lnergy Brunswick Nuclear Plant Southport, NC Areo 3 cnd Area A .. Potentiometric Surfo.ce October 20, 2008 Silar Services Inc.
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| LEGEND: SOURCE:-McKim & Creed, 2008 NOTES: 1. COORDINATES ARE BASED ON NC GRID NAD83 2. ELEVA77ONS ARE BASED ON NGVD29.SCALE 1" = 600'.AREAS 5, 6 & 10 WELLS~ GROUNDWATER FLOW DIREC77ON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA7TON MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport.
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| NC F'igure 1 3-Arecs 5, 6 & 10."roý.ncwrter PotentioTetric Sur-cce Seotemcer 30, 2008 S Silar Services Inc.300 600 1200 SOURCE: McKim & Creed, 2008 NOTES: 1. COORDINATES ARE BASED ON NC GRID NAD83 2. ELEVA7IONS ARE BASED ON NGVD29.SCALE 1" = 600'0 300 600 1200 LEGEND:AREAS 5, 6 & 10 WELLS GROUNDWATER FLOW DIRECliON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA7iON MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC A-c 5, 6 10'20, 2008 SS. Silar Services Ing I I-- m SCALE 1" = 300 SOURCE: McKim & Creed, 2008 NOTES&I. COORDINA TES ARE BASED ON NC GRID NADBJ 2. ELEVA7TONS ARE BASED ON NGV)29.I-rogress Lnergy Brunswick Nuclear Plant Southport, NC I La AREA A W4ELLS CGROUNDWATER FLOW DIRECt7ON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA77ON MEAN SEA LEVEL---mm1 0 150 300 600 1200 IRS, ra NC 1 01 lul v t-C H1 It..
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| ID: SCALE 1"= 300 Progress Energy Brunswick Nuclear Plant SouthDort.
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| NC SOURCE: McKim & Creed, 2008 NOTES-1. COORDINATES ARE BASED OR NC GRID NAD8J 2. ELEVA7IONS ARE BASED ON NGVD29, P1 AREA A VELLS k .GROUNDWATER FLOW DIREC7ION-GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA 7iON MEAN SEA LEVEL I= = m Mll 0 150 300 600 1200ýS, Silar Services Inc.
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| LEGEND'El AREA A HELLS SCALE V = 250'I F7i Progress Energy Brunswick Nuclear Plant SouthDort.
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| NC SOURCE: AMcKi,- & Creed. 2008 NOTES: 1. COORDINA7ES ARE BASED ON NC GRID NAD83 2. ELEVA I7ONS ARE BASED ON NGVD29.6 750 500 750..GROUND WA TER FLOW DIRECI7ON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.1 ELEVA lION MEAN SEA LEVEL A 5 5S Silar Services Inc.
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| LEGEND: El AREA A WELLS SOURCE McKimn & Creed. 2008 NOTES: 1. COORDINATES ARE BASED ON NC GRID NADS3 2. ELEVA 77ONS ARE BASED ON NGVD29.SCALE 1" = 250'.<-- GROUNDWATER FL OWDIREC77ON-GROUNDWA TER CONTOUR LINE (DAS'tED VNiERE INFERRED)2.1 ELEVA77ON MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC SiarSe" rvices nc SS SiarServices Inc.750 500 750 ss.Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 TABLES TABLE 1 MONITORING WELL LOCATION/RATIONALE SITEWIDE GROUNDWATER ASSESSMENT BRUNSWICK NUCLEAR PLANT SOUTHPORT.
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| NORTH CAROLINA AREA MONITORING LOCATION/RATIONALE WELL NUMBERS, Caswell Beach ESS-61C through Characterize subsurface geology and groundwater quality in the Pumping ESS-66C vicinity of the pumping station. Oak Island potable water supply well Station (shallow) is located approximately 1.5 miles west northwest of the pumping (Area 1) station.Discharge ESS-67C through Characterize subsurface geology and groundwater quality along the Canal ESS-74C discharge canal.(Area 2) (shallow)Turbine Rotor ESS-58C through Characterize subsurface geology and groundwater quality in this area.Storage ESS-60C Area/Training (shallow)Center (Area 3)Dredge Spoil ESS-54C through Characterize subsurface geology and groundwater quality in the Pond (south of ESS-57C vicinity of the southern dredge spoil pond. Shallow wells installed on intake canal) (shallow) and southern side of the pond between the pond and the boundary of the (Area 4) ESS-53B owner control area. Intermediate well installed to provide (intermediate) groundwater quality data on intermediate aquifer downgradient' from the plant area.Dredge Spoil ESS-40C through Characterize subsurface geology and groundwater quality in the Pond (north of ESS-43C vicinity of the northern dredge spoil pond. Wells installed on intake canal) (shallow) northern side of the pond between the pond and Nancy's Creek.(Area 5)Recovery Pond ESS-44C through Characterize subsurface geology and groundwater quality in the (Area 6) ESS-46C vicinity of the recovery pond. Wells installed at the northeast and (shallow) northwest corners of the pond and between the pond and intake canal.
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| TABLE I MONITORING WELL LOCATION/RATIONALE SITEWIDE GROUNDWATER ASSESSMENT BRUNSWICK NUCLEAR PLANT NORTH CAROIlINA AREA MONITORING LOCATION/RATIONALE WELL NUMBERS Dry Fuel ESS-38C/ESS-Monitor potential affect of dry fuel storage installation on Storage Area 38B and ESS- groundwater quality. Installed two shallow and intermediate (Area 8) 39C/ESS-39B monitoring well pairs between the proposed dry fuel storage pad and (Shallow/inter-the intake canal.mediate pairs)North of ESS-51C Characterize subsurface geology and groundwater quality in the area Nancy's Creek (shallow) and north of Nancy's Creek. Installed one shallow and two intermediate (Area 9) ESS-5 I B and monitoring wells.ESS-52B (intermediate)
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| Construction ESS-47C through Characterize subsurface geology and groundwater quality in this area Laydown Area ESS-50C which appears to have been used as an impoundment during plant (Area 10) (shallow) construction.
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| Installed four shallow monitoring wells.Plant Support ESS-32C through Characterize subsurface geology and groundwater quality in the areas Area ESS-37C near NPDES Outfall No. 8 and the area north of the landfill along (Area 11) (shallow) railroad track. Initial activities included groundwater screening using Geoprobe and/or hydropunch techniques.
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| Groundwater samples collected on a grid through this area and analyzed.
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| Six shallow wells installed based on the groundwater screening results.
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| Table 2 Water Elevation Measurements OCA Report Brunswick Nuclear Ptant, Southport, HC Top of Caing (TO) 930200802008 Monitonng Wall Are Ideltification tfeat above MSL D Depth Io Water lot from Grounwanla Elevation Deplp to Water (teet from Ground.ata Elevaton TOC teat b To above MSL ESS 32-C 27.62 10,10 17.52 10.33 17.29 ESS 33-C 11 23,64 6.80 16.84 6.97 16.67 ESS 34-C 11 24.29 13.00 11.29 12.33 11.96 ESS 35-C 11 26.95 17.44 9.51 17.51 9.44 ESS 36C 11 20.11 13.57 6.54 12.79 7.32 ESS 37-C 11 22.80 19.18 3.62 20.04 2.76 ESS 38-B 8 17.94 NM NM 16.49 1.45 ESS 36-C 8 17.84 9.46 8.38 10.30 7.54 ESS 39-B 8 17.93 NM NM 16.49 1.44 ESS 39-C 8 17.91 9.80 8.11 10.62 7.29 ESS 40C 5 41.86 31.01 10.85 31.64 10.22 ESS 41C 5 37.66 26.49 11.17 26.52 11.14 ESS 42C 5 45.32 25.44 19.88 25.71 19.61 ESS 43C 5 20.67 8.49 12.18 8.91 11.76 ESS 44C 6 10.21 9.25 0.96 9.31 0.90 ESS 45C 6 18.30 17.26 1.04 17.51 0.79 ESS 46C 6 11.20 9.72 1.48 11.88 (0.68)ESS 47C 10 20.34 3.98 16.36 4.33 16.01 000 48C 10 20.12 5.90 14.22 6.08 14.04 ESS 49C 10 15,22 5.70 9.52 5.78 9.44 ESS050C 10 18.76 5.64 13.12 6.02 12.74 ESS 518 9 15.55 11.43 4.12 10,74 4,81 ESS 51C 9 15.36 12.20 3.16 12.36 3.00 ESS52B 9 28.78 21.04 7.74 21.33 7.45 ESS 53B 4 32.25 29.25 3.00 29.41 2.84 ESS 54C 4 40.78 19.00 21.78 19.23 21.55 ESS 55C 4 50.50 31.66 18.62 31.99 16.51 ESS 56C 4 49.12 22.18 26.94 22.61 26.51 ESS 57C 4 48.91 33.54 15.37 33.93 14.98 ESS 58C 3 18.20 4.73 13.47 4.89 13.31 ESS 59C 3 17,83 5.98 11.85 6.18 11.65 ESS 60C 3 17.68 6.89 10.79 6.99 10.69 ESS 61C 1 22.03 19.49 2.54 14.58 7.45 ESS 62C 1 14.67 12.30 2.37 9.80 4.87 ESS 63C 1 22.29 19.42 2.87 17.48 4.81 ESS 64C 1 14.18 11.59 2.59 11.47 2.71 ESS 65C 1 10.16 6.56 3.60 7.29 2.87 ESS 66C 1 15.30 12.32 2.98 12.54 2.76 ESS 67C 2 14.48 12.76 1.72 12.12 2.36 ESS 68C 2 14.07 11.31 2.76 11.53 2.54 ESS 69C 2 37.02 26.19 10.83 26.21 10.81 ESS 70C 2 14.64 11.89 2.75 11.86 2.78 ESS 71C 2 15.67 11.08 4.59 11.16 4.51 ESS 72C 2 15.23 11.89 3.34 11.41 3.82 ESS 73C 2 13.19 8.12 5.07 8.47 4.72 ESS 74C 2 12.64 9.92 2.72 9.52 3.12 Notes: NM -.oa m.asured ss.Sitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 Appendix A Boring Logs/Well Construction Diagrams BORING LOG Drill Rig: Geoprobe Date Drilled: 5/20/08 Logged By: Boring Dia: 6.5 Inches Borinr Number: ESS-32C Bryan Sladky 0.E (/, Blow Counts Completion Depth Feet Lithology Description I .- ýI l7-...-I p : 5 -10 15 20 25 30 35.............
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| 17 -------light brown silt, loose and dry light tan fin, grain sand, loose, md. stiff, dry gray fine gr in sand, md. stiff, moist @ 6' bgs gray/brown sandy clay, md. stiff, dry gray/brown clayey fine grain sand, md. stiff, moist gray clayey fine grain sand, md. stiff, moist gray clayey fine grain sand, md. stiff, moist gray clayey fine grain sand, md. stiff, moist gray/brown clayey fine grain sand, loose, wet brown clayy fine grain sand, loose, wet blue clay, t. ace shell fragments, stiff, sticky, dry Completion Notes: 3ite: Well consists of 30' of 0.010" slot 2" PVCkscreen with solid 2" PVC BNP -OCA riser.. Steel protective casing with locking top. Ground elevation 24.64', casing 27.62'Southport, NC Project No.: Page I BORING LOG gray fine grlin sand, md.firm. slightly moist light to dark gray clayey fine grain sand, md. firm, moist light gray clayey fine grain sand, soft, saturated darkgray ctayey fine grain sand, md. firm. tr gravel and shell, moist NO RECO /ERY blue gray c lay, trace shell, firm, slightly moist blue gray H;ay and shell fragments, firm, slightly moist Completion Notes: Site: Well consists of 20' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 20.47', casing 23.64'BNP -OCA Southport, NC BORING LOG robe Date D'rilled:
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| 5/21/08 ches Borinc Number: ESS-34 C Description lite brown si ty very fine grain sand, md.dense very slightly moist A/A orange/gra) clayey very fine grain sand, mddense (well sorted) moi:;t A/A gray clayey fine grain sand, md.loose saturated drk brown c ilty clayey fine grained sand. md.loose, saturated A/A blue silty cl 3y, md. loose, saturated A/A blue clay, rid,stiff becoming stiff by 25' bgs. very slightly moist to drt Completion Notes: Site: Well consists of 15' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 21.33', casing 24.29'BNP -OCA Southport, NC BORING LOG Description light and daik brown silt and fine grain sand, m.d. loose, dry light tan fin( grain sand, well sorted, dry md. brown ine grain sandy clay, stiff, dry light brown and orange fine grain sand, dry, well sorted gray clayeý fine grain sand, moist orange and gray clayey fine to md.grain sand, mdloose, saturated blue clay, tummy, mdstiff, very slightly moist to dry Completion Notes: Site: Well consists of 15' of 0.010" slot 2 " PVC screen with 2" solid PVC riser. Steel protective casing with locking top. Ground elevation 24.10', casing 26.95'BNP -OCA Southport, NC 4 .BORING LOG* Drill Rig: Geoprobe Date t:'rulled:
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| 5/22/08 Logged By." Boring Dia: 6.5 Inches Boring Number: ESS,36C Bryan Sladky Blow Completion Depth Lithology Description M Counts Feet U)I Udrr, UFUWlI IlL LU UandIorgaic mItleLil, IUos arIu dry light brown silt and fine grain sand, loose, dry 5-10 15.1.1 dark gray cli yey fine grain sand, md, dense, slightly moist AA, moist light tan fine grain sand, loose, well sorted, saturated tan clayey fi ie sand, mddense, saturated dark gray/ b ue silty soft clay, wet blue silty sh -lly clay, md.stiff, very slightly moist to dry NO RECO'o ERY -tube empty, shoe coated in blue soft clay 25 30 Completion Notes: Well consists of 15' of 0.010" slot 2 " PVC screen with 2" solid PVC riser. Steel protective casing with locking top. Ground elevation 17.25', casing 20.11';ite: 13NP -OCA 3outhport, NC Project No.: I Page 1
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| 'be Date r rilled: 5/27/08 ies Boring Number: ESS-37C Description orange and lIn clayey fine grain sand, md. dense, dry orange and brown clayey fine grain sand, md.dense, dry gray silty claj, soft, gummy, dry gray-dark gr iy, silty, fine grain sandy clay, md.firm, very slightly mois: A/A dark gray cl;ayey fine grain sand, loose, wet gray silty clzy, md. firm to very firm, dry gray silty clE y, very soft, saturated gray/blue sc ndy shelly clay, soft to md. firm, wet gray clayey fine grain sand, loose to md dense, saturated Completion Notes: Well consists of 10' of 0.010" slot 2 " PVC screen with 2" solid PVC riser. Steel protective casing with locking top. Ground elevation 19.72', casing 22.80'3ite: 3NP Southport NC BORIrNG LOG Description gray silty cl 3y, dry wt some wet lenses 6" PVC casing set at 31' bgs gray-greer ish gray md.-coarse grain sand Completion Notes: Site: 8" ID HSAs to 31' bgs. Set 6" PVC casing to 31' bgs. 5 7/8" rotary to 55' bgs. Well consists of 10' of 0.010" slot 2 " PVC screen set at 55' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 18.08', casing 17.94'.BNP -OCA Southport, NC BORING LOG Drill Rig: Geoprobe Date E rilled: 5/27/08 Logged By: Boring Dia: 6.5 Inches Boring Number: ESS-38C Bryan Sladky-Blow Completion Depth Lithologv Description ME Counts Feet* a I i.. .... ...!.........
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| :T light brown- )rown fine grain sand gray fine gr, in sand grading to silty clay gray silty cli y brown md. t: fine grain sand transitioning to gray sand at 7'bgs gray to darl: gray silt gray fine tc md. grain sand, saturated gay to dar. gray silty clay Completion Notes: Site: Well consists of 10' of 0.010" slot 2 " PVC screen with 2" solid PVC BNP -OCA riser. Steel protective casing with locking top. Ground elevation 17.86', casing 17.84'.Southport, NC Project No.: Page 1 f SBORING LOG Drill Rig: Dietrich Date C rilled: 6/12/08 Logged By.Boring Dia: 8 Inches Boring Number: ESS-39B Bryan Sladky-= Blow Depth Lioog Bo Completion e Lithology Description EU Counts Feet Ur)a a a a a a. 0* 1:.!4"!1 see log for E SP-39C 5 10 -15 20 30 40 50 55 -...........
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| gray silty cla1, dry w/ some shells A/A grading :o silty clay @ 32.5 bgs, 6" PVC casing set at 33' bgs gray-greeni, h gray md.-coarse grain sand I*Completion Notes: 8" ID HSAs to 33' bgs. Set 6" PVC casing to 33' bgs. 5 7/8" rotary to 55'bgs. Well consists of 10' of 0.010" slot 2" PVC screen set at 55' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 18.34', casing 17.93'.8;ite: 13NP -OCA 3outhport, NC Project No.: Page 1 Project No.: Page 1 BORING LOG Description brown fine go ain sand, moist gray fine- medium grain sand, wet gray silt gray fine gra n sand with silt and traces of shel fragments A/A, saturate d gray fine-me Jium grain sand gray mediunm sand (good water zone)gray sift and clay A/A A/A grading to fine grain sand gray medium to fine grain sand gray fine grn in sand with tr silt Completion Notes: Well consists of 10' of 0.010" slot 2 " PVC screen with 2" solid PVC riser. Steel protective casing with locking top. Ground elevation 18.19', casing 17.91'SIite: 13NP -OCA:3outhport, NC S~'<ýv-i BORING LOG Drill Rig: Geoprobe Date Crilled: 6/2/08 Logged By: Boring Dia: 6,5 Inches Boring Number: ESS-40C Bryan Sladky Blow Depth E Bl Completion Lithologj' Description
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| _ Counts Feet U')4a Aw Aw.a a a.a a* a a a light brown c ayey silt, tr fine grain sand, cohesive, low plasticity 5 10 -15 K brown-gray silt dark gray sa id and silt w/shells, dredge material dark brown/t lack organic layer, tr fine grain sand, some root material light brown flie grain sand, tr silt, low moisture, non cohesive A/A,'increasiig moisture, 3" silty layer @ 14-14.25 dark brown ilty clay, cohesive, tight, low moisture, high plasticity light brown sandy silty clay becomes less clayey @ 20. med moisture brown gray.,. andy silty clay, low moisture, high plasticity light brown-I ght gray silty fine grain sand, wet light brown-( ray silty fine grain sand, wet light gray clE y, stiff 20 25 35 I, Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 38.69', casing 41.86'c;ite: BNP -OCA ,8outhport, NC Project No.: Page 1 BORING LOG Drill Rig: Geoprobe Date Crilled: 6/3/08 Logged By: Boring Dia: 6.5 Inches Boring Number: ESS-41C Bryan Sladky (D Blow Depth Completion Lithology Description E Counts Feet__ _ _ _ __ _ _ _ _ __ _ _ _ _ _'a Io .* a..4i 5 10 15 20 25 30.. .. .. .dark brown s it and clay silt with traces of fine sand, bottom inch light bro vn fine grain sand, loose, moist light brown fi ie grain sand, siltier with depth black silty fin 3 grain sand light brown/g -ey clayey silty sand, moist, firm, cohesive light brown/n ddish brown silty fine grain sand to sandy silty clay, stiff, coliesive, mod, plastic, moist light brown fi ie grain sand, increasing clay content wI depth, wet grey clay, re I mottling light brown/grey silty fine grain sand, tr clay grading to gray silty sand, wiat A/A, saturat(:d gray clay, firn cohesive, plastic light brown rid. grain sand, tr silt, saturated I. .J __________________
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| ---....- U-Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2' PVC riser. Steel protective casing with locking top. Ground elevation 34.81', casing 37.66'rite: E;NP -OCA c8outhpor-t, NC FProject No.: Pae Project No.: Page 1 BORING LOG Description dark gray cla yey silt. @ 7.5' bgs plant roots, cohesive, firm, moist brown clayey sandy silt, moist, non cohesive gray shelly Oilt and fine grain sand (dredge material)light brown fine grain sand light brown fine grain sand, some shelly material, moist, gradual chi nge to dark gray silty sand, saturated black silt, r,)ot material dark browr fine-medium grain sand, saturated dark gray c ilt, tight, cohesive, some root material light browr silty fine-md. grain sand. tight, cohesive, saturated A/A, more -layey silt @ base Completion Notes: Site: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 42.26', casing 45.32'BNP -OCA Southport, NC BORING LOG Description light brown fine-med grain sand gray fine-me J grain sand, increasing silt w/ depth, cohesive, saturated gray clayey :;ilt w/ tr fine grain sand, moist, low plasticity, soft grey fine to md. grain sand, saturated, loose dark gray si ty fine grain sand, moderatly cohesive, saturated dark gray si indy silt, dense Completion Notes: 3ite: Well 'consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Grourd elevation 17.36', casing 20.67'3NP -OCA Southport, NC s~. 0 (~t~BORING LOG Drill Rig: Geoprobe Date Drilled: 6/5/08 Logged By: Boring Dia: 6.5 Inches Boring Number: ESS-44C Bryan Sladky Blow Completion Depth Lithology Description E Counts Feet'I I J" K-- 5-light brown s Ity fine grain sand, dry, loose, gravel @ 3.5' bgs light brown sandy silty.clay, moist, cohesive, firm light brown) ray fine-medium grain sand, tr silt, wet, firm gray/browr sandy clayey silt, moist, tight black peat root material, med moist, sulphur odor Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen witi solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 7.34', casing 10.21'Site: BNP -OCA Southport, NC Project No.: I Page 1 Project No.: Page 1 BORING LOG Description bgs*brown claye) sandy silt, tight, moisture A/A, increas, fine grain sand grey fine gra n sand, loose, dry reddish brov n -gray silty fine grain sand, moist reddish brow'n silty sand, wet, soft reddish broomn and gray silty fine grain sand, wet, med soft, tr clay from 1S- 20'brown/gray silty fine grain sand, wet gray silt with fine grain sand, tight, moist gray clay (g-eenish), low moisture, cohesive gray/green
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| ;helly clay Completion Notes: 3ite: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 15.30', casing 18.30'3NP -OCA Southport, NC BORIUIG LOG Drill Rig: Geoprobe Date Drilled: 6/9/08 Logged By: ( Boring Dia: 6.5 Inches Boring Number: ESS-46C Bryan Sladky'a Blow Depth E Counts Completion Fet Lithology Description
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| K 10-15 brown tine giain sand w/ tr organic matter A/A green/gray sity clay gray md. gre in sand, wet gray clay NO RECOVERY gray mediur grain sand, saturated gray silty cly, saturated...........
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| Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top, Ground elevation 9.12', casing 11.20'3ite: 3NP -OCA Southport, NC Project No.: Page Project No.: Page 1 BORING LOG Description brown clay a Ad fine grain sand brown fine gi ain sand with some clay, very moist brown fine g ain sand with some clay, saturated NO RECOVERY, probable saturated sand gray clay Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 17.45', casing 20.34'Site: 13NP -OCA:30outhport, NC BORING LOG Description brown and giey clay with some fine sand greenish/gre e clay with fine/medium grain sand NO RECOVI RY, debris at base of sampler (fill)light brown f ne grain sand, trace of silt, saturated grey fine grE in sand, saturated tan w/ somE grey fine/medium grain sand w/ tr silt, saturated grey fine gr; in sand w/ organic matter and tr silt, saturated Completion Notes: Site: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 16.64', casing 20.12'BNP- OCA Southport, NC BORING LOG Description green gray clay w/ some sand gray clay w/I r organic matter gray clay w/, rganic matter (big hunks of wood) and grey sand, satura ed gray clay wit i sand and organic matter, wet gray fine grE in sand w/ tr. silt, saturated gray silt, saturated gray fine griin sand with some silt and organic matter.saturated Completion Notes:: ite: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 12.19', casing 15.22'13NP -OCA Southport, NC BORINIG LOG Description gray silt gray silt with some clay gray fine gra~n sand w/ tr silt gray fine gra n sand greyish clay with some fine grain sand brown fine g ain sand, saturated light grey/brc wn fine grain sand w/ tr silt. saturated light grey an i brown fine grain sand, saturated dark grey sil:y clay gray fine-mc. grain sand, saturated gray silty fin ý grain sand, saturated Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 15.96', casing 18.76'SIite: 13NP -OCA 3outhport, NC BORING LOG Description greenish silt v/ fine grain sand brown and gi ay fine grain sand, tr silt, increasing silt/clay content@ 1,..5-15' bgs clay, wet @ 12' bgs brown-org.
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| trown md grain sand w/ tr fine grain sand and tr silt, saturate, gray fine grain sand. saturated gray silty fin-,, grain sand w/ tr shell, saturated Completion Notes: I ite: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 12.67', casing 15.36'BNP -OCA Southport, NC BORING LOG h Date [rilled: 6/12/08 es Boring Number: ESS-51B Description gray silty w/ )rganic matter, 6" PVC casing set at 24',bgs gray fine-md grain sand w/ shells gray-off whit) shell hash gray-off whit fine-med grain sand w/ shell gray-greenisri gray md.-coarse grain sand Completion Notes: site: 8" ID HSAs to 24' bgs. Set 6" PVC casing to 24' bgs. 5 7/8" rotary to 45' bgs. Well consists of 10' of 0010" slot 2 " PVC screen set at 45' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 12.59', casing 15.55'.EINP -OCA I~outhport, NC BORING LOG Description brown-greer ish brown fine grain sand some silt, tr organic matter brown fine g-ain sand tr silt brown silt with some clay tr fine grain sand A/A grading to gray silt with tr clay, dry, set 6" PVC casing at 30' bgs gray-greeni!;h gray md-coarse grain sand, very hard at 51'bgs (Castle Hayne)Completion Notes: Site: 8" ID HSAs to 30' bgs. Set 6" PVC casing to 30' bgs 5 7/8" rotary to 51' bgs. Well consists of 10' of 0. 010" slot 2 " PVC screen set at 51' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 25.72', casing 28.78'.BNP -OCA Southport, NC 4 a BORING LOG Drill Rig: Dietrich Date Drilled: 6/13/08 Boring Dia: 8 Inches Boring Number: ESS-53B Description gray-greenish gray fine-md, grain sand tr organic matter A/A, no organic matter gray fine grain sand and silt grading to silty sand at 27,8-28'bgs gray silt with some fine grain sand, dry, set 6" PVC casing at 30' bgs gray-greenish gray md.-coarse grain sand, very hard at 51'bgs (Castle -layne)Dense sand Castle Hayr, sandy limestone Completion Notes: I ýite: 8" ID HSAs to 30' bgs. Set 6" PVC casing to 30' bgs. 5 7/8" rotary to 51' bgs. Well consists of 10' of 0.010" slot 2 " PVC screen setat 76' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 29.02', casing 32.25'.BNP -OCA Southport, NC BORING LOG Description brown clay w th fine grain sand, tr shells brown fine grain sand clay with son e fine grain sand light gray/gray fine grain sand, moist light grey/green sandy clay, saturated light grey fin a grain sand, tr silt, saturated gray fine-mc. grain sand sand gray sandy ;lay Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 37.43', casing 40.78'S;ite: 13NP -OCA 3outhport, NC BOR11NG LOG SDrill Rig- Geoprobe Date E-rulled:
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| 6/13/08 Logged By:_ _Boring Dia: 6.5 Inches Boring Number: ESS-55C Bryan Sladky-a Blow Completion Depth Lithologv Description E Counts Feet U)a a N , 40 e5 R&brown tine-rT d grain sand tr clay (till)5 -10 15 -20 25 30 -35 gray fine gra n sand and silt gray/brown rid, grain sand w/ some crushed rock @13-15'bgs (b3se of dike)gray fine gra n sand, tr silt, moist brown silty fite grain sand, grading to gray fine grain sand @24.5-25' bgs wet gray fine grain sand. tr silt, wet, becoming saturated
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| @ 30'bgs gray medium grain sand, saturated...........
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| ____ +/- .~ __________
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| Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 47.90', casing 50.50'r;ite: E3NP -OCA Southport, NC P~roject No.: Page 1 Project No.: Page 1 S BORING LOG be Date rilled: 6/13/08 es Boring Number: ESS-56C Description brown sandy clay dark gray clay with some fine grain sand and shells gray fine gra n sand gray clay gray mediurn grain sand, saturated gray sandy clay organic matt =r (wood)gray sandy clay gray fine gra n sand, dry gray md. grain sand, saturated gray md. grain sand. saturated gray sandy (lay tan fine-md. grain sand with tr. clay, good water zone Completion Notes: ,ite: Well consists of 10' of 0.010" slot 2" PVC screen with solid.2" PVC riser. Steel protective casing with locking top. Ground elevation 45.67', casing 49.12'EINP -OCA Southport, NC S BOR11IG LOG Description gray sandy clay gray clay wit i some fine grain sand gray clay gray md. grain sand. saturated gray clay, saturated gray md. grain sand with tr. silt, saturated gray clay gray organic matter (wood)gray fine grain sand with silt gray clay wit some fine grain sand gray fine grain sand gray sandy (lay gray fine-mc grain sand gray clay gray fine-mc grain sand Completion Notes: Well consists of 10' of 0.010" slot 2"PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 45.96', casing 48.91'Eite: INP -OCA S;outhport, NC BORII1G LOG Description gray fine gra n sand, w/ silt, A/A dk brown md. grain sand, saturated NO RECOVI.RY Gray fine-m(. grain sand w/ some silt, saturated Gray silt Completion Notes: site: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 15.40', casing 18.20'EINP -OCA Southport, NC S BOR11NG LOG Description gray fine gra n sand, wI silt @ 4.5-5' bgs, moist @ 35' bgs A/A dk gray fine-'nd.
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| grain sand, saturated Gray fine gr in sand, saturated Gray silty fine-vfine grain sand wI some silt lenses, saturated Gray fine-mdt grain sand Gray silty fir e grain sand Completion Notes:;Iite: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 14.79', casing 17.83'13NP -OCA 3outhport, NC BOR11IG LOG Drill Rig: Geoprobe Date Erilled: 6/17/08 Logged By:_ Boring Dia: 6.5 Inches Boring Number: ESS-60C Bryan Sladky a)E MU Blow Counts Completion Depth Feet Litholog.Description lip 5 10 15---4 tan fine grair sand gray fine gra n sand, tr silt, wet gray fine grain sand with some md. grain @ 9' bgs, silt @8.5-9' bgs, saturated Gray silty fire grain sand, saturated Gray fine griin sand, saturated Gray fine-m J. grain sand, saturated Gray silty clay-- 20 -Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 14.88', casing 17.68':ite: 3NP -OCA 3outhport, NC:'roject No.: Page 1~roject No.: Page 1 BORING LOG T-4-Description A/A, 8-10' bg w/ more blackish sand A/A dk gray fine c rain sand with tr silt, wet gray fine graii sand, wet @ 16-17' bgs dk.gry organi ; matter (roots)gray fine grail sand, wet gray md. grai i sand. saturated A/A gray clay, we: Completion Notes: S te: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 18.70', casing 22.03'BNP -OCA Southport, NC BORING LOG Description dk. gray org, nic material grey/tan md. grain sand, moist @ 9-10' bgs tan md. grair sand, saturated A/A gray sandy c lay, saturated gray silty cla I, saturated Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 11.28', casing 14.67'ite: EINP -OCA 8outhport, NC BORING LOG e Date Drilled: 6/19/08=s Boring Number: ESS-63C Description A/A A/A, moist, w ,t @13 bgs A/A, wet to s, turated dk gray orgar ic matter1 9.1 dk gray fine grain sand, saturated tan md grain !;and, saturated tan to gray mI.-coarse grain sand, saturated dk. gray silty .,,lay Completion Notes: Si:e: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 19.60', casing 22.29'B\IP -OCA S uthport, NC BORING LOG Drill Rig: Geoprobe Date E rilled: 6/23/08 Logged By: Boring Dia: 6.5 Inches Boring Number: ESS-64C Bryan Sladky Blow Depth o u Completion Lithology Description ( Co Feet S -S aS.5 I-S S light tan fine )rain sand 5 dk gray orga iic matter (grass)gray silty cla,'tan fine grair sand, wet A/A, saturate d tan and gray fine grain sand. saturated-10 15 20 A/A gray clay Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 11.40', casing 14.18'r ite: E~NP -OCA%'outhport, NC Froject No.: Page 1 BORING LOG Description A/A, moist 5 gray to black md-coarse grain sand, saturated 10 A/A gray silty clay Completion Notes: Site: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 6.89', casing 10.16'B1IP -OCA S 3uthport, NC BORING LOG Drill Rig: Geoprobe Date D'illed: 6/24/08 Logged Byi Boring Dia: 6.5 Inches Boring Number: ESS-66C Bryan Sladky-5U Blow Depth-" Completion Lithology Description E Counts Feet U)Tr.4i a a crushed rock tan/white fine grain sand 5 -tan/brown fin ; grain sand w/ organic matter (grass) from-6-6.5' bgs light tan fine -Irain sand, moist @ -9' bgs A/A brown fine to md. grain sand, saturated 10 15 20.........
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| brown fine gi ain sand with tr silt, saturated off-white fine grain sand, w/ tr clay and silt, saturated______ £ L ______________
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| +/- _____________
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| ~ ......A.-Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 12.21', casing 15,30'rite: E=NP -OCA"8outhport, NC Project No.: Page 1 BORI1NG LOG Drill Rig: Geoprobe Date Crilled: 6/25/08 Logged By: Boring Dia: 6.5 Inches I Boring Number: ESS-67C Bryan Sladky_ Blow Depth-. Completion Lithology Description E Counts Feet W,.I organic matt(,r, wood, shells, grass 5 10 15 20 25 30 t---l tan fine grain sand, dense @ 4-5 bgs tan fine grain sand A/A gray fine grai i sand, moist gray fine grainl sand with organic matter, wet gray fine graili sand with organic matter (shells, wood), saturated A/A gray clay Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 11.93', casing 14.48'Si:e: B P -OCA S luthport, NC Pioject No.: Page 1 Ptoject No.: Page 1 Sz4 BORING LOG e Date rilled: 6/27/08 s Boring Number: ESS-68C Description w/ organic matter (sticks, A/A white md. to :oarse grain sand, slightly moist white md groIin sand, saturated NA clay with nat jral organic matter Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 10.81', casing 14.07'Eite: E;NP -OCA'outhport, NC S(t BORING LOG Drill Rig: Geoprobe Date Drilled: 6/29/08 Logged By: Boring Dia: 6.5 Inches Boring Number: ESS-69C Bryan Sladky r 7 +E U, Blow Counts Completion Depth Feet LithologýDescription
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| .4ý7..46 NO RECOVE RY 5 10 15 -20 25 30 tan fine grain sand brown fine gr 3in sand dark brown fi ie grain sand with some silt gray clay wit& fine grain sand, dense gray fine grai i sand with organic matter (sticks), dense gray/brown fiiie grain sand with organic matter tan , yellow a id gray fine grain sand, wet at -12' bgs gray/black fin a grain sand w/ silt gray and bromn fine grain sand w/ tr silt and organic matter, saturated brown amd gay fine grain sand with tr silt and organic matter, coars a grain from -22.0 -22.3'bgs.gray silt with 'r v fine grain sand Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 34.18', casing 37.02'Si:e: BIP -OCA S 3uthport, NC Pioject No.: I Page 1 BORING LOG brown and y( low fine grain sand with organic matter grey and yell,)w fine grain sand with some silt, saturated A/A, organic natter @ 13' (roots), saturated tan fine grair sand, saturated brown fine glain sand with tr silt, saturated gray silty cla', Completion Notes: Site: Well consists of 10' of 0010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 11.92', casing 14.64'ENP -OCA";outhport, NC BORING LOG)e Date Drilled: 6/30/08 Is Boring Number: ESS-71C Description yellow and gr3y fine grain sand tan fine grain sand w/ organic-matter yellow fine gr iin'sand with tr silt gray to tan fire grain sand, wet, md grain saturated zone from 9.1'-9.2'gray fine grain sand, wet tan fine grain sand, moist tan md. grain sand, moist A/A tan md. grain sand, saturated tan md. grain sand, saturated dark gray silt Nith some sand, saturated organic mattE r (wood) with coarse grain sand, saturated dark gray silt Nith clay and organic matter Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top, Ground elevation 12.72', casing 15.67'Si:e: B14P -OCA S NC BORIG LOG Description silt tan fine grain sand A/A, wet brown fine gr in sand with some silt, saturated Completion Notes: Site: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation, 12.28', casing 15.23'ENP -OCA Eouthport, NC S BORIG LOG be Date Crilled: 7/1/08 ies Boring Number: ESS-73C Description grey to white fine grain sand black to dark brown silty fine grain sand, saturated brown mediu n grain sand, wet to saturated 5 10 brown md. gi ain sand. saturated coarse grain sand, saturated Completion Notes: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 12.28', casing 15.23'Site: ELNP -OCA$outhport, NC BORING LOG Description throughout A/A A/A with tr slhell, wet gray fine gra n sand with lenses of clay, saturated dark gray/brown silty fine grain sand with some clay lenses, saturated brown fine g ain silty sand. saturated dark brown ine grain silty sand, saturated Completion Notes: 8ite: Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 9.91', casing 12.64'I3NP -OCA 3outhport, NC NONTRA ESIDERTIAL WELL CONSTRUCtION RECORD North Carolina Department of Environmerit and NaIuroI Resources-Divisir n of WXatcr Quality WELL CONTRACTOR CERTIFICATION
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| #.2209_8 I. WELL CONTRACTOR:
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| JOHNNY BURR I i. WELL CONTRACTOR:
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| JOHNNY BURR Well Contractor (Indivrli)
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| Name GEOLOGIC EXPLORATION.
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| INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD/STATESVILLE NC 28625 City or Town State Zip Code 7D4 y. 872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID*(i pptj,,bI ESS-32-C STATE WELL PERMIT#(iI applicable)
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| DWQ or OTHER PERMIT OfQ applicable)-
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| WELL USE (Check Applicable Box) Monitoring
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| &I Municipal/Publc
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| --.InclustrialfConmercial n AgnculluTil C) Recovery C Injection r-1 IrrigationD Other ) (list use)DATE DRILLED 5 TIME COMPLETED AM O PM [3 3. WELL LOCATION: CITY- SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numb'ers.
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| Community.
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| Subdivision.
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| Lot No.. Parcel, Zip Code)TOPOGRAPHIC I LAND SETTING:-Slope OValley oFlal ORidge 0 Other (Itcecik appropriate box)LATITUDE -______ May he in dcgfc.-/ minutes, secnnds ri LONGITUDE in a decimal Ioruit Latitude/longitude source: OGPS o Topographic map (bicatln of wel must be shown on a USGS topo map and attached to this form I not using GPS) , 4. FACILITY-is the name ot fte business w"e mi welt s tocaea FACILITY ID *(if applicable)
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| NAME OF FACILIT'" ROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOP OF CASINC IS 0,0 FT Above Land Surface*'Top f casing te srnnated ator below land surface may require a variance in ac *ordance vith ISA NCAC 2C .0118.e. YIELD (gpm): ___A METHOD OF TESTN/A I. DISINFECTION:
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| Type N/A Amount NIA g. WATER ZONES (depth): From To From -_ To From. To From____ To From__ To_ From_ T___o 6. CASING: Thickness/
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| iepth Difer materi From 0 .._ To 5.0 Ft._2 PV From_ To _ Ft._From --To___ Ft._7. GROUT: Depth Ma'eriatl Method From 00 To 1,0 R. Poneani bertonite SLURRY From -0 To Ft,_ _from To__ Ft.___8. SCREEN: Depth Diameter Slot Size Material From 5.0 To 35.0 Ft.2 , 0 in. .010 in. PVC From_ To_ Ft. in. in.From___ To Ft. in, _ in.9. SAND/GF AVEL PACK: Def 1h Size Material From 3.: To 35.0 FL 20-40 Fine Silica Sand From To_ FL_From To_ FL_10. DRILLIIIG LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 10. 5.0 YELLOW SAND 0 280 GRAY SANDY CLAY 280 3510 GRAY CLAY 1I. REMIARKS: Benton te seal from 1,0 to 3.0 Feet.City o Touwn State Zip Codle CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip cod'!L_-_._ __-Area code,- Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 35.0 b. DOES WELL REPLACE EXISTING WELL? YES i NO p3 c. WATER LEVEL Below Top of Casing: 8.0 F 1.(Use "+" if Above Top of Casing)I DoH H;iEY CERTIFY THAT Ti-S WELIL WAS CONSTRUCTED IN ACCORDANCE WIlTH ISA N oAC 2C WELL CONSTRUCTION STANDARDS, ANO THAT A COPY OF THIS HECO EtjPROViEOTO THiE WELL O ER-SIC O RIE OF IFIED WEL DA .TE"JOHNNY URR PR NTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 d tys. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (91 S) 733-7015 ext 568.Form GW-lb Rev. 7/05 N6N RESIDENTIAL WELL CONSTRUC&ION RECORD North Carolina Department of Environment and Natural Rmsources-Divis on or Water Quality WELL CONTRACTOR CERTIFICA rION # 3098 1. WELL CONTRACTOR:
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| JOHNNY BURR Well Contractor (individuaI)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 7o~0~4 872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #0i applicaue)_ESS-33-C STATE WELL PERMIT#{if applicable)_
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| DWQ or OTHER PERMIT #(it applicable)__
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| WELL USE (Check Applicable Box) Monitonng g-J Municipal/Public L.
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| : 0) Agricultural ED Recovery C- Injection C)Inrigation[]
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| Other C (Oist use)_ _ -__ ____DATE DRILLED 05M20/O8 TIME COMPLETED AM E) PM 0 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name. Numbers. Community.
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| Subdfivsion, Lot No., Parcel, Zip Cxie 1 TOPOGRAPHIC I LAND SETTING: LSlope O-Valley OFtat oRidge 0 Other (dichd approprate box)LATITUDE -Maybe in drgrc:,J minuioý. scifvidi a LONGITUDE in a decimalftwirms1J Lalitude/longitude source: c3GPS C)Topographic map (bcation of wel must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
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| is me t v'* tusress wtiw ft fw is jce FACILITY ID #(it applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOP OF CASIN3 IS 0.0 FT. Above Land Surface'-Top of casing 1, minated al/or below land surface may require a variance in a xordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST NIA f. D1SINFECTtIjN:
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| Type N/A Amount N/A g. WATER ZOIIES (depth): From_ To__ From To From- To -Fron _ To From- To_ From_ To_6. CASING: Thickness/
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| From 0.0 To 5.0 Ft.From_ _ To FI._From To Fl._7. GROUT: Depth Malmeial Method From 0.0 To 1.0 Fl. POwttna benrtote SLURRY From-__ To__ Ft, From- _ To_ Fi,& SCREEN. Depth Diameter Slot Size Material From 5.0 To 25.0 Ft.2.0 in. 010 in. PVC From__ý_ To__ Ft. in. in.From 10 Ft, in. in.9. SANDI'GIAVEL PACK: Del 4h Size Material From 3 3 To 25.0 Ft. 20-40 Fine Silica Sand From To -Ft., _From To_ Ft,_10. DRILLI 4G LOG From To- Formation Description 0.0 1.0 BLACK TOp.QIL 1.0 6.0 YELLOW SAND 6 180 GRAY SAND 18.0 20.0 GRAY CLAY 11. REMARKS: Bentor te seal Itom 1.0 to 3.0 Feet.City or Tow State Zip Cole CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUI HPOR'T NC 28419 City or Town Stale Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 25.0 b. DOES WELL REPLACE EXISTING WELL? YES , NO ZI c. WATER LEVEL Below Top of Casing: 5,0 FT.(Use'+," If Above Top of Casing).tfDO i CERTIFY TKAT THIS WELL WAS CONSTRUCTEC IN ACCORDANCE WiTH I Na :Ac cONsTRUCTION STANDS AN,. AND THAT A COPY Or TNS RECO .E. APoTrwe~JE S U O F IED WELt LbONTRACTOR DATE-BURR PR'NTEO NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 d;Iys. Attn: Information Mgt, 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 5668.Form GW-7b Rev. 7N05 I~NoRiSiDENViAL
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| ýWELL CONSTRUCTONR, RECO ,RD North Carolina Department of Environment and Natural Resources-Divisi-m of Water Quality WELL CONTRACTOR CERTI FICATION # 3098 1. WELL CONTRACTOR:
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| JOHNNY BURR Wel Contractor (Indcidual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 I City or Town State Zip Code 7 872-7686 Area code- Phone number 2 WELL INFORMATION:
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| SITE WELL tD #4i applicable).
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| ESS-34-C STATE WELL PERMIT#{if applicabte).
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| DWQ or OTHER PERMIT #(if applicable)_
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| WELL USE (Check Applicable Box) Monitoring 91 Munrcipal/Publi¢c c Indostrial/Cornmerial 0 Agricultural 0 Recovery El Injection 71 IrrigationO Other 0 (list use)DATE DRILLED 09i70108 TIME COMPLETED AM 0 PM 0 3I WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 8? (RIVER ROAD)(Street Name, Numbers, Community. Lot No~. Parcel, 21p Cr)ie)TOPOGRAPHIC I LAND SETTING: UJSlope oValley 0 Flat rJ:Rioge r, Other (cherk appropriate box)LATITUDE -i May be in degros, minutes, scond! oi LONGITUDE in a decinmal rfmrwi j Latitudeilongitude source: OGPS OTopographic map (ibcatiin of wet must ie shown on a USGS topo map and atteched to this form if not usuig GPS)4, FACILITY.,s t, name o the business whee "t wet is Imaco.FACILITY ID #(if applicabte)__
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or Toun State ZrpCoe CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC ' 28419 d. TOP Of: CASINt. IS 0-0 FT. Above Land Surface*"'Top of casing te mitnated at/or below land surface may require a variance in ac zordance vth 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A 1. DISINFECTICN:
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| TypeN/A Amount N/A g. WATER ZONES (depth): From To_ From___ To Frorm__ To From_ TO_From To -_ To 6. CASING: Thickness/
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| [Depth Di er vsh ta From 0.0 To 7.0 _Ft.From_ .To Ft._From-__T__.
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| To Ft._7. GROUT: Depth Material Method From 0.0 To 3.0 Ft. Portland bentonite SLURRY From_ _ To_ _ Ft.From To Ft.8. SCREEN- Depth Diameter Slol Size Material From 7 T 0 To 22.0 Ft.2 0 in. .010 in. PVC From_ To__ Ft. in. in, From_ T. Ft In. tn, 9. SANDIGF AVEL PACK: Derh Size Material From 5.) .To 22 0 Ft. 20-40 Fine Silica Sand From To___ Ft._From _To _ Ft._10. DRILLIIiG LOG From To 0.0 2.0 29 6.0 18.0 22,0 11, RE OARKS: Formation Descnption BLACK TOP SQOIL YELLOW SANO GRAY SAND GRAY CLAY City or Tow-n Stale Zip Code Benton te seat from 3.0 to 5.0 Feet.Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 22.0 b. DOES WELL REPLACE EXISTING WELL? YES j NO c. WATER LEVEL Below Top of Casing: 10,0 FT (Use "+ if Above Top of Casing)100 HI ,E13Y CERTIFy THAT THIS WELL WAS CONSTRUCrEn IN ACCORDANCE WITH HI MAC Z. WELL CONSTRUCTION STANOA S. ANO THAT A COPY OF TUIS PEOO O THEWE gWNR.SrRE O TF¶ C`TOR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days, Attn:
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| Mgt, 1617 Mall Service Center- Raleigh, NC 27699-1617 Phone No. (9191 733-7015 ext 668.Form GW7Ib Rev, 7105 NON RESIDENTIAL wELL CONSTRUCTION RECORD North Carolina Department of Environment and Naturol Resources-Divisian of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
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| JOHNNY BURR Welt Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Webl Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 7G4 -)._ 872-7686 Area code. Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)_ESS-35-C STATE WELL PERMITOtf applicable)
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| DWQ or OTHER PERMIT #(id applicable)-
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| WELL USE (Check Applicable Box) Monitoring 2 Municipal/Public 0 Industrial/Commercil 0 Agricultural Q Recovery 0 Injection -j Imgationo Other f73 (list use)DATE DRILLED 05r20=TIME COMPLETED AM D PM Q 3. WELL LOCATION: CITY: SOUTHPORT
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| .... COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community.
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| Subdiosion, Lot No.- Parcel. Zip Ccde)TOPOGRAPHIC I LAND SETTING: OSlope QValley [JFIt ORidge 0] Other (check appropriate box)LATITUDE May bc n degres.L T-minutem.
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| scconds o, LONGITUDE inu adecimal rOITIutj Latitude/longitude source: OGPS D Topographic map (location of wel must be shown on a USGS topo map and aftached to this form if not usig GPS)4. FACILITY.
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| is me name ot vie business where tie well is iocateur FACILITY ID #(if applicable)_
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| _ _NAME OF FACILIT' PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUFTHPORT NC d, TOP OF CASIN'; IS 0.0 FT. Above Land Surface*'Top of casing tf rmmnaled at/or below land surface may require a vriance in at cordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTIC N: Type N/A Amount N/A g. WATER ZOP ES (depth).From To__ From -To From -To From -TO_From -To From -To______6. CASING: Thickness/
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| Depth er # PC h From 0.0 To 5S 0 Ft. 2 1 F i From To Ft.From_-_ __To Ft._7. GROUT: Detih Material Method From 0.0 To 1.0 Ft, Portland berlue SLURRY From_ _ To______ Ft, From -To Ft.8. SCREEN: Depth Diameter Slot Size Material From 5,0 To 20,0 Ft.2 0 in. .010 in PVC From___ To Ft. in. _ 111n, From-__ To Ft In. -in.9. SAND/GFAVEL PACK: Deph Size Material From 3.11 To 200 Ft. 20-40 Fine Silica Sand From To_ FL_From To_ Ft.10. DRILLING LOG From To Formation Descnption 0.0 1.0 BLACK TOP SOIL 1.0 4.0 19.0 20.0 YELLOW SAND GRAY SAND GRAY CLAY City or Toen State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO. BOX 10429 SOUTHPORT NC 28419 11. REIAARKS: Bentoni a seal from 1.0 to 3.0 Feet.City or Town Slate Zip Code Area code. Phone number 5 WELL DETAILS: a. TOTAL DEPTH: 20,0 b. DOES WELL REPLACE EXISTING WELL? YES {' NO In c.l WATER LEVEL Below Top of Casing: 7.0 f:7" (Use "+' if Above Top of Casing)1 00 Hl REBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WiTH ISA NCkC ., WELL CONSTRUCTION AND THAT A COPY OF RECO, E O To ER SI(7!JRE OF19 TIFIED WEL N0- DATE JOHNNY BURR PRI4TED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 dz ys. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699.1617 Phone No. (919 733-7015 ext 568.Form GW-tb Rev. 7/05 A/oN RESIDENTIAL wELL CONSTRUC'rON RECORD North Carolina Department of Fnvirrtmnmtl and Natural Resources, Division of Water Quality WELL CONTRACTOR CERTIFICATION 4 ý309 1. WELL CONTRACTOR:
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| JOHNNY BURR Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC, Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 26625 City or Towm State Zip Code 7i. 872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELt. ID Oit applicable)
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| ESS-37-C STATE WELL PERMIT#(if applicable)_
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| DWQ or OTHER PERMIT #(if applicable)_____
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| WELL USE (Check Applicable Box) Monitoring g2 Municipal/Public Induslrial/Commercial I, Agricultural C3 Recovery o Injection c Imgatior' Other C (list use)DATE DRILLED 05/20/08 TIME COMPLETED AM 0 PM C 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers. Community.
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| Subdivision, Lot No., Parcel, Zir Cooe: TOPOGRAPHIC
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| / LAND SETTING: OSIope oValley OFIal ORidge [] Other'__ _(check apwprpriate boa)LATITUDE May he ci deg-cc.minuics. sccui ds Ii LONGITUDE in a decimal Ji4rtma Latitude,/longitude source: cJGPS oTopographic map (location of wel must be shown on a USGS topo map arnd atteched to this form If not usirg GPS)4. FACILITY.
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| is a,# tame ot t business whre, thell is lo.acs FACILITY ID #(if NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOP OF (ASING IS 0.0 FT. Above Land Surface''Top of ci sing terminated at/or below land surface may require a variant e in accordance With I6A NCAC 2C .0118.e. YIELD (lpm): N/A METHOD OF TEST_-N/A I. DISINFE'CTION; Type N/A Amount N/A g. WATEI ZONES (depth): From To_ From- To_ _From_ To From -_ o From- To From_ _ To 6. CASING: Thickness/
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| Depth l ~ h Met ea From 0:) To 17.0 Fl. 2 INCH Pi ¶From- _ To q Ft._ _From-._.._
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| To_ Ft.__ _7. GROU": Depth Material Method From0 0 To 100 Ft. Porlland pbentonite SLURRY From__ To Ft.From To_ Ft._- -8. SCREEN: Depth Diameter Slot Size Material From "7.0 To 30.0 Ft2.0 in. .010 in. PVC From _ To_ Ft. in. _ tn.From To_____ Fl, in. _ in.S. SANDi GRAVEL PACK: I epth Size Material From 15.0 To 30,0 Ft. 20-40 Fine Silica Sand From To_ Ft.From To__._ Ft.10. DRILIJNG LOG Frorn To Formation Description 0.0 2.0 BLACK TOP SOIL 2.0 7.0 YELLOW SAND S 280 GRAY SAND 28.0 29.0 GRAY CLAY 29.0 35.0 RAY SANo 11. REIAARKS: Bentoni a seal from 10.0 to 15.0 Feet.City or Town State Zip Coae CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO. BOX 10429 SOUTHPORT NC 28419 City or Tomn Slate Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES L NOr, c. WATER LEVEL BelowTop of Casing: 17,0 Fr, (Use "+" it Above Top of Casing)I DO HE' E@ CER rYt"RHAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH I A NC,. 2C, WELL CONSTRUCTION S/AN&ROS.
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| A NO THAT A COPY oF TM RECO ~ tA 1 ENRVEDTO THE C)OWNER 14;Wý S ii 7 , l 40"2 40W11/08 S ,TURE F DERTIFIEA V1SWL,-WRkC R DATE JOHNNY BURR PRIN *ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No, (919) 7 33-7015 ext 568.Form GW-Ib Rev. 7/05 NONRESIDENTIAL WF.LL CONSTF.UCTION RECORD North Carolina Dcpartment of Environment and Natural Resources- )ivision of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 30518 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town Slate Zip Code 7 872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID Nit applicatte).ESS-36-C STATE WELL PERMIT#{i ap0tCabreL
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| .DWQ or OTHER PERMIT #(if applicable)_.....
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| WELL USE (Check Applicable BoxW Monitoring W Municipal/Public Cj IndustrlialCornmercial.0 Agricultural -j Recovery j Inleclion Uj IrrigationO Other Ll (list use)DATE DRILLED 05120108 TIME COMPLETED AM 0 PM -3 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name. Numbers, Community.
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| Subdivsion, Lot No.. Parcel Zip Cooe)TOPOGRAPHIC/
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| LAND SETTING: 0 Slope OValley L Flat L Ridge Ci Other (chock appropniae box)LATITUDE _ May he in dtzrfes minui Ls. s-cori k or LONGITUDE in a decimal briiiai Latitude/longitude source: oGPS ElTopographic map (bcaton of wel must be shown on a USGS topo map and attached to this form tf not using GPS)4. FACILITY.
| |
| is naMe offt NAinaaa wIIie Vto wC4t iS 10ard.FACIUTY ID #(if applicable)__
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOP OF SING IS 0.0 FT. Above Land Surface**Top of ca ,ng lerminated at/or below land surface may require a vanancc in accordance with 15A NCAC 2C 0118.a, YIELD (gl m): NIA__ METHOD OF TEST NIA I. DISINFE .TION: TypeN/A Amount N/A g. WATER ZONES (depth): From- _ To_ From_ _ To From-__ To From I o From- _ To From To 6. CASING: Thickness/
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| Depth D' er "h I From 0.0 To 7.0 Flt, 2 101 _V From- To_ _ Ft,_From To__ Ft._7. GROUT Depth Material Method From 0___ To 310 Ft. Portlar'i bentorite SLURRY From_ _ To Ft.From-_ To Ft.8. SCREUN: Depth Diameler Slot Size Material From 7.3 To 22.0 Ft.2.0 in. .010 in. PVC From_ _ To_ F_ _ in .'It.From To Ft. In. In.9. SAND/iRAVEL PACK: D !Iph Size Material From_ .0 To 22.0 -Ft. 20-40 Fine Silica Sand From_ To__ Ft_From- To_ Ft.10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 5.0 YELLOW SAND 5.0 200 GRAY SAND 20.0 22.0 GRAY CLAY 11. REI4ARKS: Bentoni e seal from 3.0 to 5.0 Feet.City or Town State Zip Coce CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town .State Zip Code Area code- Phone number&. WELL DETAILS: a. TOTAL DEPTH: 22.0 b. DOES WELL REPLACE EXISTING WELL? YES [3 NO qi c. WATER LEVEL Below Top of Casing: 10,0 FT (Use +" i Above Top of Casing)DO HE iMBY CERTIFY THAT THiS WE.L WAS (NSTRUCTED IN ACCORLNCE WITH 0SA NC. , 0'c, WEL CONSTRUCTiON AND THAT A COPY OF THiS REco ] S VJ TO WNC.S ,TURE ICERTIFIED WELL CONTRACTOR DATE JO}INNY BURR PRIN rED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 da) s. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919)"33-7015 ext 568.Form GW-1b Rev. 7/05 IfNRESIDENTIAL W ELL CONSTRU CTION RECORD North Carolina Department o'rEnvironment ar.d Natural Resources-Di.ision nfWaier Quality WELL. CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Indivdual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Tomn State Zip Code o 872-7686 Area code- Phone nurnber 2. WELL INFORMATION:
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| SITE WELL ID ESS-38-C STATE WELL PERMIT#(if e _pic _ ___)DWQ or OTHER PERMIT 0tf applicable)
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| WELL USE (Check Applicable Box) Monitoring
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| [q Municipal/Public r(Industnal/Commerditlo Agrtcultural (2 Recovery [] Injection C-: Irrigationa Othe (] (list use) _DATE DRILLED 05/20/08 TIME COMPLETED AM (2 PM C)3. WELL LOCATION: CITY7 SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivsion Lot No, Parcel, Zip ,.oae)TOPOGRAPHIC I LAND SETTING:]SlcrSIe OVailey OFlat rjRidge 0 Other _ _(cheti approprale box)LATITUDE -May 11- in d1cp "ci Minuics. Scconds n: LONGITUDE in a drcimal Latitude/longitude source: CIGPS OTopographic map (location of veA- must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
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| isf name ae m-e the wail s located, FACILITY ID #(if applicable)_
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| __ __ _NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or ToVwn State Zip CorIe CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O, BOX 10429 SOUTHPORT NC 28419 d. TOP OF CAING IS 0T0 FT. Above Land Surface*'TOp of casin 3 terminated at/or below land surface may require a vaiance ii accordance with 15A NCAC 2C .01 18.e. YIELD (gpr i: N/A METHOD OF TEST N/A I. DISINFEC nON: Type N/A Amount NIA 9. WATER ZONES (depth): From-__ To From To_From To From -To From- To -Fromn To 6. CASING: Thiclkness/
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| Depth DiarMta From 0,0 To 5.0 Ft. PVC From__ To__ Ft._From To Ft.7. GROUT: Depth Material Method From 0.0 To 10 Ft Portana berionoit SLURRY From __ To _ Ft.From T- T __ Ft.8. SCREE 1: Depth Diameter Slot Size Material From_ 5j To 15.0 Ft.2 0 in. .010 n PVC From_ _ To, Ft. in. in./From_ _ To Ft. in. _ in.9. SANDIC RAVEL PACK: Di pth, Size Material From: -.0 To 15,0 Ft, 20-40 Fine Silica Sand From _To._ Ft Ft. _From To -Ft,_10. DRILL NG LOG From To Formation Description 0.0 20 BLACK TOP SOIL 20 8.0 YELLOW SAND I 1,0 130 11. RE AARKS: GRAY SAND GRAY CLAY City or iown State Zip Codc Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 15,0 b. DOES WELL REPLACE EXISTING WELL? YES fCl NO F C. WATER LEVEL Below Top of Casing: 7.0 Fl.(Use + it Above Top of Casing)Benton te seal from 10 to 3.0 Feei.00 N acSHi tilAT ihis WECL WAS~ JTRtCTEO iN ACCOiiCOANCE WITHCONt ANt) THAT A OF THIS SIGI W ELL CONT-RAC--TOR DT JOHNNY BURR PRIhiTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 dais. Attn: Information Mgt-, 1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-1 b Rev. 7105 N ON RESIDENTIAL WELL CONSTRI fCTION RECORD North Carolina Department of Environment and Natunral Resources-DOvision of Water Quality WELL CONTRACTOR CERTIFICATION#/
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| 3098 t, WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVIILE NC 28625 City or Town Stale Zip Code 704 .872-7686 Area code- Phone number 7. WELL INFORMATION:
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| SITE WELL ID #(if apilricable)_ESS-39-C STATE WELL PERMITC#{
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| appticabie).
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| _ _ __DWO or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring
| |
| @ MunicipatPublic C Industial/Commercial E Agricultural 0 Recovery Injection C, IrrigationoD Other E (list use)DATE DRILLED 05/(2)010 TIME COMPLETED AMO] PMO 3I WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers. Community.
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| Subdivision.
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| Lot NO.. Parcel, Zi, TOPOGRAPHIC
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| / LAND SETTING: OSlope oValley OFlat CiRidge o Other (cbeck appopnate box)LATITUDE May in degr~er,'minutes. s.+/-con4s in, LONGITUDE in a decimal frirmat Latitude/longitude source: OGPS CTopographic map (kAcartn of wel must be shown an a USGS topo map and attached to this forn if not using GPS)4. FACILITY.-
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| ft name Of the business WWOe lar -ell is l-.aled FACILITY ID #(if applicable)_
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| __NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or Town State Zip Cone CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 d. TOP OF CAX;ING IS 0.0 FT. Above Land Surface*Top of casir 9 terminated aVor below land surface may require a vanriance i i accordance wth 15A NCAC 2C .0118, e. YIELD (gpn): N/A METHOD OF TEST N/A I. DISINFECTION:
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| Type N/A Amount NIA g. WATER; ONES (depth): From___ To___ From _ To From- _ To_ From_ TT.___From-__ To_ From__ To 6. CASING: Thickness/
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| Depth IgVtr ~ tna From 0.0 To 10.0 Ft. BN- t pvu From To_ _ Ft. -From- To Ft.7. GROUT: Depth Material Method From 0.C To 6.0 Ft, Poiuano ientoto SLURRY From___ To_ Ft.From_ To._ Ft.S. SCREEN: Depth Diameter Slot Size Material From 1C .0 To 20.0 Ft.2.0 in, .010 in. PVC From __ To__ F. in. _ in.From__ To_ Ff. in. -in.9. SAND/"RAVEL PACK: D Size Material From :;,0 To 20.0 Ft. 20-40 Fine Silica Sand From To Ft. -From -To -Ft.10. DRILLING LOG From To Formation Description 0,0 2.0 RLACK TOP $OIL 2.0 9.0 YELLOW SAND 9.0 170 GRAY SAND 17,0 20,0 GRAY CLAY 11. RE 0ARKS: Benton ,e seal from 6.0 to 8.0 Feet.City or Town Slate Zip Codo (f,-Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 20.0 b. DOES WELL REPLACE EXISTING WELL? YES .- NOg, c. WATER LEVEL Below Top of Casing- 11.0 ..FT.(Use" +" If Above Top of Casing)100 HY Rn "n THS WbL. CONSTRUCTED IN ACCORDANCE WITH ISA 'C ýJ C ADT FT4 RECiWW oooSU/f______________________06/11/08
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| ;ATURE OF CERTIFIED WELL CONTRACTOR DATE JOH]-NNY BURR PRII` TED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 dats. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NoN RESIDENTIAL WELL CONSTRUCTION RECORD-~~~~ ~North Carolina Department of Environmcnt and Natural Res )urces- Division o ae ult WELL CONTRACTOR CERTIFICATION
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| # 2581 1. WELL CONTRACTOR:
| |
| : d. TOP OF CASING IS 0.0 FT. Above Land Surface*BRIAN THOMAS *Top of casing terminated at/or below land surface may require BWeAN ContratoMA (Individual) a \ ariance in accordance with 15A NCAC 2C .0118.Well Contractor (Individual)
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| Namee.YLDpm:NA MTOOFESN/GEOOGC EPLRAION IC.e. YIE LD (gpm): N/A .METHOD OF TEST_N/1A GEOLOGIC EXPLORATION, INC.Well Contractor Company Name I. DISINFECTION:
| |
| Type N/A Amount N/A STREET'ADDRESS 176COMMERCEBLVD
| |
| : g. WATER ZONES (depth): Fi om_ To From_ To STATESVILLE NC 28625 F!. om__ To From To_City or Town State Zip Code Fom To From-704 -,, 872-7686 Area code- Phone number 6. CASING: Thickness/
| |
| : 2. WELL INFORMATION:
| |
| Depth Diameter Weioht Material SITE WELL ID #(if _________________
| |
| Froii 0.0 To 4 5.0 Ft. 2 INCH Sc' 40 PVC STTE WELL PDRIT#if applicable)
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| ESS-38-B Froi 1 0.0 To 31.0 Ft. 6 INCH SCH 40 PVC STATE WELL PERMIT#(f applicable)
| |
| From-_ To_ _ Ft._DWQ or OTHER PERMIT #(if applicable)
| |
| : 7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 9l Municipal/Public 7M Industrial/Commercial o Agricultural oI Recovery C] Injection 1] Fro 0.0 To26'0 Ft. Portlandnbentonile SLURRY Froin 0.0 To''' Ft. Portland bentonite SLURRY Irrigation[]
| |
| Other [I (list use) From____To Ft.DATE DRILLED 06/09-06/13/08
| |
| : 8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM Ci PM ED Fro n 45.0 To 55.0 Ft.2.0 in. .010 in. PVC 3. WELL LOCATION:
| |
| Fro n_ To Ft. in. in. __CITY: SOUTHPORT COUNTY BRUNSWICK Fro n_ To_ Ft. in, in. __HWY 87 (RIVER ROAD) 9. SAl, D/GRAVEL PACK: (Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Code) Depth Size Material TOPOGRAPHIC
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| / LAND SETTING: Fro n 43.0 To 55.0 Ft. 20-40 Fine Silica Sand LiSlope OValley CIFlat [ORidge LI Other Fron To Ft._(check appropriate box)LATITUDE _ May be in degrees. Fro n To Ft._minutes, seconds or 10. DRI .LING LOG LONGITUDE in a decimal fonrat FrorT To Formation Description Latitude/longitude source: r]GPS oTopographic map 0.0 4.0 TAN SAND (location of well must be shown on a USGS topo map and 4.0 18.0 BROWN SANDY CLAY attached to this form if not using GPS) 180 39.0 GRAY SANDY CLAY 4. FACILITY-is the name of the business where the well is located. 39.0 55.0 GRAY SAND/SHELLS FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Coie CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 11. REI IARKS: City or Town State Zip Code Bentonil , seal from 26.0 to 43.0 Feet.Area code -Phone number 5. WELL DETAILS: DO HER aBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH l ýl ELNL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS EN PROVIDED TO T XELL OWNER.a. TOTAL DEPTH: 55.0 I !I WE , OW260 06/26/08 b. DOES WELL REPLACE EXISTING WELL? YES DI NO El SIGNA URE OF CERTIFIED VELL CONTRA1 DATE c. WATER LEVEL Below Top of Casing: 7.0 FT. B THOMAS (Use "+" if Above Top of Casing) .PRINTHD NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568. Rev. 7(05 NoN RESIDENTIAL WELL C( INSTRUCTION RECORD North Carolina Department of Environment and Natural Res,)urces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 2 581 1. WELL CONTRACTOR:
| |
| BRIAN THOMAS Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-39-B STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| __WELL USE (Check Applicable Box) Monitoring F0 Municipal/Public_-, Industrial/Commercial 0 Agricultural D Recovery 0 Injection 12 Irrigation
| |
| ] Other 0 (list use) --DATE DRILLED 06/09-06/13/08 TIME COMPLETED AM 0 PM Ci 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: C]Slope E Valley r]Flat 0 Ridge [3 Other_(check appropriate box)LATITUDE l May be in d-grees.minutes. seconds or LONGITUDE t in a decimal fomiat Latitude/longitude source: oGPS DTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is Iocatedi FACILITY ID #(if applicable)_
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code d. TOP OF CASING IS 0.0 FT. Above Land Surface*"To of casing terminated atlor below land surface may require a ý ariance in accordance with 15A NCAC 2C .0118, e. YIE LD (gpm): N/A METHOD OF TEST N/A f. DI MINFECTION:
| |
| Type N/A .Amount N/A g. WNTER ZONES (depth): Fi om_ _ To_ From_ To Fi om_ To From To F om___ To___ From_ To 6. CASING: Thickness/
| |
| Depth Diameter WeiGht Material Frori 0.0 To 45.0 Ft, 2 INCH sc-r40 PVC Froi-I 0.0 To 33.0 Ft. 6 INCH scH o PVC Fror To_ Ft._7. GRDUT: Depth Material Method Frolm 0.0 To 27.0 Ft. Portland bentonite SLURRY Froi n 0.0 To"F3-' Ft. Portland bentonite SLURRY From n -To_ Ft.8. SCREEN: Depth Diameter Slot Size Material Fro n 45.0 To 55.0 Ft.2-0 in. .010 in. PVC Fro n _ To_ Ft. in. in.Fro n___ To-__ Ft. in. in.9. SAlk DIGRAVEL PACK: Depth Size Material Fro n 43.0 To 55.0 Fl, 20-40 Fine Silica Sand Fron To______ Ft._Fro n To Ft._10. DRI_-LING LOG Frorr To 0.0 4.0 4.0 18.0 35.0 55.0 Formation Description TAN SAND BROWN SANDY CLAY GRAY SANDY CLAY GRAY SAND/SHELLS
| |
| : 11. REI MARKS: Bentonil a seal from 27.0 to 43, 0 Feet.Area code -Phone number 5. WELL DETAILS: IDO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 5 L T : WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS a. TOTAL DEPTH: 55.0' *mWiEEILN PROVIDED TO THE WELL OWNER, b. DOES WELL REPLACE EXISTING WELL? YES 0 NO L SIGNA 06/2AT c. WATER LEVEL Below Top of Casing: 7.0 FT, (Use "+" if Above Top of Casing), BRIAN THOMAS PRINT -D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-7b Rev. 7/05 AoN RESIDENTIAL WELL CC NSTRUCTION RECORD North Carolina Department of Environmcnt'and Natural Res( urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3198 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 d. TOF OF CASING IS 2.5 FT. Above Land Surface**Tor of casing terminated at/or below land surface may require a v iance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DI:3INFECTION:
| |
| Type N/A Amount N/A g. W.TER ZONES (depth): Fr)m_ To_ _ From To Fr)m_ To From_ To Fiom_ To_ From_ To 6. CASt IG: Thickness/
| |
| City or Town State Zip Code 704 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-40-C STATE WELL PERMIT#(if applicable)-_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E) Municipal/Public
| |
| ;j Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 1]Irrigation[]
| |
| Other El (list use)DATE DRILLED 06/10/08 TIME COMPLETED AM C PMQ 3. WELL LOCATION: CITY: SOUTHPORT COUt INITV BRUNSWICK Depth Diameter Weioht Material Frori 0.0 To 20.0 Ft. 2 INCH sc 4rD PVC Fror I _ To_ Ft._Fror __- To Ft._7. GR )UT: Depth Material Method Fror 1 0.0 To 16.0 Ft. Portland bentonite SLURRY Frot I -To Ft._ To_ Ft._8. SCREEN: Depth Diameter Slot Size Material Fromn 20.0 To 30.0 Ft.2.0 in. 010 in. PVC Fro _n_ To Ft in. in.HWY 87 (RIVER ROAD) Fron To Ft .in.(Street Name, Numbers, Community, Subdiision, Lot No., Parcel, 7ip Code) 9. SA, D/GRAVEL PACK: TOPOGRAPHIC
| |
| / LAND SETTING: Depth Size Material lSIope ElValley E~lFat El]Ridge El Other-. Froin 18.0 To 30.0 Ft. 20-40 Fine Silica Sand (check appropriate box) Fron To Ft._LATITUDE _ May be in d,:.grees.
| |
| Fro n To. Ft. -minutes, seconds or 10. DRI -LING LOG LONGITUDE
| |
| __ ________ in a decimal fonnat Frorr To Formation Description Latitude/longitude source: oGPS Ei Topographic map 0.0 1.0 BLACK SANDY TOPSOIL (location of well must be shown on a USGS topo map ancl. 1.0 6.0 YELLOW SANDY CLAY attached to this form if not using GPS) 0 GRAY SANDY CLAY 4. FACILITY-is the name of the business where the well is located 20.0 30.0 GRAY SAND FACILITY ID #(if applicable)_
| |
| 30.0 ..35 0 GRAY CLAY NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 11. REIARKS: City or Town State Zip Code Bentonit, seal from 16.0 to 18.0 Feet.Area code -Phone number 5. WELL DETAILS: i DOHER BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1AN L CONSTRUCTION STAND OS. AND THAT A COPY OF THIS a. TOTAL DEPTH: 30.0 RE EN PROV 0 To THE W WE V6/25108 b. DOES WELL REPLACE EXISTING WELL? YES El NO IK UR E TI 1 0 aTE c. WATER LEVEL Below Top of Casing: 15.0 FT. JOHNNY BUR (Use "+" if Above Top of Casing) PRINT PER LPRINTED NAME OF PERSON CONSTRUCTING THE WELL uDrmit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73:3-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CC NSTRUCTION RECORD North Carolina Department of Environment and Natural Res urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 31198 1. WELL C JOI-4N N ONTRACTOR:
| |
| Y BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704( 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-41-C STATE WELL PERMIT#(it applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring 9 Municipal/Puolic
| |
| []Industrial/Commercial I] Agricultural 0 Recovery E Injection r]IrrigationO Other 0 (list use)DATE DRILLED 06/02-06/10/08 TIME COMPLETED AM D PM El 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Tip Code)TOPOGRAPHIC
| |
| / LAND SETTING: DSlope oValley OFlat DRidge [ Other (check appropriate box)LATITUDE _ May be in detgrees, minutes, seconds or LONGITUDE in a decimal format Latitude/longitude source: DGPS DTopographic map (location of well must be shown on a USGS topo map ano attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOF OF CASING IS 2.5 FT. Above Land Surface**Tor of casing terminated at/or below land surface may require a v iriance in accordance with 1 5A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DI;IINFECTION:
| |
| Type N/A Amount N/A g. W,. TER ZONES (depth): Frr)m_ To_ From To Fr To From_ To_Fi om_ To_ F rom_ To 6. CASI 4G: Thickness/
| |
| Depth Diameter Weight Material Frort 0.0 To 17.0 Ft. 2 INCH sc 40 PVC Fror _ _ To__ Ft.__Fror t_ To_ Ft.7. GR )UT: Depth Material Method Frot 0.0 To 13.0 Ft. Portland bentonite SLURRY Fror 1 To Ft.Fro_ _ _ To -Ft.8. SCREEN: Depth Diameter Slot Size Material Froa'u 17.0 To 27.0 Ft2.0 in. .010 in. PVC Froi 1 -To -Ft. in. in.Froi rn _ To -Ft. in. in.9. SAN D/GRAVEL PACK: Depth Size Material Froln 15.0 To 27.0 Ft. 20-40 Fine Silica Sand Frol n To Ft._Froi n To Ft._10. DRI -LING LOG Froan To Formation Description 0.0 1.0 BLACK SANDY TOP SOtL 1.0 6.0 YELLOW SANDY CLAY 6.0 20.0 GRAY SANDY CLAY 20.0 27.0 GRAY SAND 11. REIlARKS: Bentonit .seal from 13.0 to 15.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number S. WELL DETAILS: a. TOTAL DEPTH: 27.0'b. DOES WELL REPLACE EXISTING WELL? YES D NO FJ c. WATER LEVEL Below Top of Casing: 15.0 FT.(Use "+" if Above Top of Casing)IDO HE :BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH i5A 2C. WELL CONSTRUCTION STnARDS, AND THAT A COPY OF THIS RDED TO THE L OWNER.06125/08 lNA' UREW CERTIFIED OTMCONTRACTOR DATE JOLUFNY BURR PRINTE D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73:;-7015 ext 568.Form GW-lb Rev. 7/05 NoNRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Reso irces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1, WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| ESS-42-C STATE WELL PERMIT#(if applicable)__
| |
| DWQ or OTHER PERMIT.#(if applicable)___
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Public
| |
| [I Industrial/Commercial El Agricultural 0 Recovery 0 Injection
| |
| [D Irrigation[]
| |
| Other [I (list use)DATE DRILLED 06/03-06/10/08 TIME COMPLETED AM [3 PME 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name. Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: 0 Slope 0 Valley 0[FIat 0Ridge [3 Other (check appropriate box)LATITUDE -May be tn degrees.Sminutes.
| |
| seconds or LONGITUDE in a decimal format Latitude/longitude source: oGPS o Topographic map (location of well must be shown on a USGS topo map ano attached to this form if not using GPS)4. FACILITY.
| |
| is the name of the business where the wetl is located.FACILITY ID #(If applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 I d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a v\ riance in accordance with 15A NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. DIt;INFECTION:
| |
| Type N/A Amount N/A g. W1iTER ZONES (depth): Fr, m To__ From To Fr)m_ To_ From To_Fr)m_ To From_ To 6. CASING: Thickness/
| |
| Depth Diarm er WeiOht Material Fron 0.0 To_20,0 Ft. SCl 40 PVC Fron, _ To_ Ft.Fron i_ To_ Ft._7. GROUT: Depth Material Method Frout 0.0 To 16.0 Ft. Portland bentonite SLURRY ,Fror i__ To__ Ft,_Fror t_ _To. Ft._8. SC 1EEN: Depth Diameter Slot Size Material Frori 20.0 To 30.0 Ft.2.0 in. .010 in, PVC Fror_ _ To_ _ Ft. in. in. __Fro___ To Ft. in. in.9. SAN 0/GRAVEL PACK: Depth Size Material Frori 18,0 To 30.0 Ft. 20-40 Fine Silica Sand Fro i i To Ft.Froit To___ Ft.10. DRII.LING LOG From To Formation Description 0.0 1.0 BLACK SANDY TOP SOIL 1.0 6.0 YELLOW SANDY CLAY.6..0 200 GRAY SANDY CLAY 20.0 30.0 GRAY SAND 11. REA lARKS: Bentonit t seal from 16.0 to 18.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELLDETAILS:
| |
| : a. TOTAL DEPTH: 30.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO IK c. WATER LEVEL Below Top of Casing: 16.0 FT.(Use "+" if Above Top of Casing)IDO HER :BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAl W5.LCONSTRUCT7ON STANDARDS, AND THAT A COPY OF THISD TO THE WE NER, AWl 106/25/08 ,sof "URE JWRT FIED WKW~llOb DATE JOHEINY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919) 73:1-7015 ext 568.Form GW-lb Rev. 7105 AoN RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resc urces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC, Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-43-C STATE WELL PERMIT#(if applicable).
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring IT Municipal/Public 1]Industrial/Commercial C] Agricultural 0 Recovery 0 Injection (I Irrigationr]
| |
| Other 0 (list use), DATE DRILLED 06/03-06/10/08 TIME COMPLETED AM O PM 0 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name. Numbers, Community, Subdivision.
| |
| Lot No.. Parcel Fp Code)TOPOGRAPHIC
| |
| / LAND SETTING: OSIope -Valley [Flat ORidge 0 Other (check appropriate box)LATITUDE May be in degrees, minutes, seconds or LONGITUDE ina decimal tornat Latitude/longitude source: CGPS 0 Topographic map (location of well must be shown on a USGS topo map anc attached to this form if not using GPS)4. FACILITY.
| |
| is the name of the business where the well is locatecd FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code I_)-Area code -Phone number 6, WELL DETAILS: a. TOTAL DEPTH: 17.0'b. DOES WELL REPLACE EXISTING WELL? YES U NO In c. WATER LEVEL Below Top of Casing: 8.0 FT.(Use 4" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a viriance in accordance with 15A NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f, DI,;INFECTION:
| |
| Type N/A Amount N/A g. WitTER ZONES (depth): Fr )m To_ From To Fr)m_ To_ From_ To Fr m_ To_ From_ To 6. CASIING: Thickness/
| |
| Depth Diameter WeiVht Material From 0.0 To 7.0 Ft. 2 INCH SC -40 PVC Froni __ To Ft._Fron _ To_ Ft.7. GR,)UT: Depth Material Method Fror t 0.0 To 3.0 Ft. Portland bentonite SLURRY Fror i_ To Ft.Fror t _ To_ Ft.8. SC REEN: Depth Diameter Slot Size Material Fror1 7.0 To 17.0 Ft.2.0 in. .010 in. PVC Fror i To_ Ft. in. in. -- _Froi _ To_ Ft. in. in.9. SAN D/GRAVEL PACK: Depth Size Material From 5.0 To 17.0 Ft. 20-40 Fine Silica Sand Froin To_ Ft._Fron To_____ Ft._10. DRILLING LOG From To 0.0 2.0 2.0 6.0 12.0 17.0 11. REP lARKS: Formation Description BLACK TOP SOIL YELLOW SANDY CLAY GRAY SANDY CLAY GRAY SAND Bentonit .seal from 3.0 to 5.0 Feet.I DO HER cERnFy THAT THIS WELL WAS CONSTRDCTED N ACCORDANCE WITH 15A NCA{ sF_0 CONSTRUCTION 5TANOAj,, AND THAT A COPY OF THIS RECOR 9 T THE WEL NER SI( fURE OI TIFIED WELle JOHIINY BURR PRINT:D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73.4-7015 ext 668.Form GW-7b Rev, 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Envirnmcnt and Natural Rescurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC.
| |
| EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 ). 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(i0 applicable)
| |
| ESS-44-C STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring K Municipal/Public it Industrial/Commercial 0 Agricultural 0: Recovery C Injection CJ IrrigationO Other 0 (list use) _DATE DRILLED 06/04-06/10/08 TIME COMPLETED AM I- PM [i.3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, ZiP Code)TOPOGRAPHIC
| |
| / LAND SETTING:[]Slope oValley 1Flalt oRidge [3 Other _ __(check appropriate box)LATITUDE May be in d.grees.minutes, seconds or LONGITUDE .in a decimal lbrmat Latitude/longitude source: OGPS 0 Toppgraphic trap (location of we# must be shown on a USGS topo map and attached to this form ff not using GPS)4. FACILITY.
| |
| is the name of the business where the well is Iocatee.FACILITY ID #(if applicable)__
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip CoJe CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip CodeArea code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 15.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO Z3 c. WATER LEVEL Below Top of Casing: 7.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a v, iriance in accordance with 15A NCAC 2C .0118.e. YIE.D (gpm): N/A METHOD OF TEST N/A f. DII INFECTION:
| |
| Type N/A Amount N/A g. WjkTER ZONES (depth): Frnm_ To_ From_ To Fr)m_ To_ From_ To Fr m_ _ To_ From -To 6. CASI4G: Thickness/
| |
| Depth Diameter WeiZhI Material Fron 0.0 To 5.0 Ft. 2 INCH SC' 40 PVC Fron _ To __ Ft._Fror t To___ Ft..7. GR )UT: Depth Material Method Fror 1 0.0 To 1.0 Ft. Portland bentonite SLURRY Fror I_ To _ Ft.Fror , To Ft.8. SCREEN: Depth Diameter Slot Size Material Frort 5.0 To_15.0 Ft.2.0 in. .010 in. PVC Frol n -To Ft. in. _ in.Fro, n _ To Ft. in. _ in.9. SAN D/GRAVEL PACK: Depth Size Material Fron 3.0 To 15.0 Ft. 20-40 Fine Silica Sand Fro n To Ft.Fro n To_ Ft._10. DRI.-LING LOG Frorr To 0.0 1.0 7.0 14.0 14.0 15&0 11. REIAARKS: Formation Description BLACK TOP SOIL GRAY SAND GRAY SANDY CLAY GRAY CLAY Bentoni e seal from 1.0 to 3.0 Feet.I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA , WELL CONSTRUCTON STANDARDS, AND THATA COPY OF THIS RECOR -TO THE WEL.NER.REO~ ~ ' H L 06/25/08 S ' E TFEW ,DATE JOH.J NY BUURR PIRINT =D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919) 73 3-7015 ext 568.Form GW- 1 b Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Rescurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3.(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-45-C STATE WELL PERMIT#0if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E] Municipal/Public ,D Industrial/Commercial E] Agricultural 0 Recovery 0 Injection
| |
| [Irrigationo Other C3 (list use)DATE DRILLED 06/04-06110/08 TIME COMPLETED AM D PM O 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, ;io Code)TOPOGRAPHIC
| |
| / LAND SETTING:[]Slope EOValley [Flat [Ridge E0 Other (check appropriate box)LATITUDE _ May be in degrees, minutes. seconds or LONGITUDE in a decimal format Latitude/longitude source: oGPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)_
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a vurriance in accordance with 15A NCAC 2C .0118.e. YIE D (gpm): N/A METHOD OF TEST N/A f. DI!;INFECTION:
| |
| Type N/A Amount N/A 9. WiTER ZONES (depth): Fr )m To From To Fr)m_ To_ _ From To Fr)m To FFrom To 6. CASIhNG: Thickness/
| |
| Depth Diameter Weh Material From 0,0 To 11.0 Ft. 2 INCH SC 40 PVC Fronm _ To Ft._Fron i_ To_ Ft._7. GRO)UT: Depth Material Method Frort 0.0 To 6.0 Ft. Ponland benlonile SLURRY Fror t_ To_ Ft.Fror _ _ To_ Ft.8. SC REEN: Depth Diameter Slot Size Material Froti 11.0 To 21.0 Ft.2 , 0 in. .010 in, PVC Fro__ _ To Ft. in. *in.Frou " _ _ To Ft. in. in.9. SAN D/GRAVEL PACK: Depth Size Material From 9.0 To 21.0 Ft. 20-40 Fine Silica Sand From _n To Ft._Frot n To -Ft._10. DRI .LING LOG From To Formation Description 0,0 2.0 BLACK TOP SOIL 2.0 6.0 YELLOW SANDY CLAY 6.0 120 GRAY SANDY CLAY 12.0 21.0 GRAYSAND 11. REIMARKS: Bentonil a seal from 6.0 to 9.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town 'State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 21.0'b. DOES WELL REPLACE EXISTING WELL? YES [3 NO 9l c. WATER LEVEL Below Top of Casing: 13.0 FT.(Use "+" if Above Top of Casing)100 HEI- EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1 A C WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOR B N PROVIDED TO THE WELL OWNER 0 i4, 06/25/08 R-O E RT IE DVDATE PRINT ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30'days Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7016 ext 568.Form GW-lb Rev, 7/05 ATON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Reso irces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code o704 -. 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| ESS-46-C STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E) Municipal/Put')lic
| |
| [I IndustriaY/Commercial 0I Agricultural 0 Recovery [0 Iriection Et Irrigationo Other o (list use)DATE DRILLED 06/09-06/16/08 TIME COMPLETED AM 0 PM O 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers. Community, Subdivision, Lot No., Parcel Fi Code)TOPOGRAPHIC
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| / LAND SETTING: 0Slope DValley OFlat EIRidge 0 Other (check appropriate box)LATITUDE _ May be in degrecs.minutes, seconds or LONGITUDE in a decimal format Latitude/longitude source: c]GPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT
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| .NC 28419 d. TOP OF CASING IS 2.5 -FT. Above Land Surface**Top of casing terminated at/or below land surface may require a v, riance in accordance with 15A NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. DIf INFECTION:
| |
| Type N/A Amount N/A g. WTER ZONES (depth): Fro im_ To_ From_ To Fr. im_ To From To Fr)m_ To_ _ From_ To_6, CASIIIG: Thickness/
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| Depth Diameter Weioht Material Fron 0.0 To 8.0 Ft. 2 INCH SCw 40 PVC Fron To Ft.Fron__ To Ft.7. GROUT: Depth Material Method Fret1 0.0 To 40 Ft. Portland bentonite SLURRY Fror I_ To Ft.Frort To_ Ft.8. SC iEEN: Depth Diameter Slot Size Material Froni 8.0 To 18.0 Ft.2.0 in. .010 in. PVC Fro; _ _ To -Ft. in, _ in.Froi _ _ To_ Ft. in. _ in.9. SAI D/GRAVEL PACK: Depth Size Material Fromn 6.0 To 18.0 Ft. 20-40 Fine Silica Sand Fro n To Ft.Fro n To_ Ft._10, DRI.LING LOG Frorr To 0.0 1.0 1.0 3.0.0 1.0 16.0 18.0 Formation Description BLACK TOP SOIL YELLOW SANDY CLAY GRAY SANDY CLAY GRAY SAND City or Town State Zip Colle CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC .28419 11. RE AARKS: City or Town State Zip Code Bentoni e seal from 4.0 to 6.0 Feet.Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 18.0'b. DOES WELL REPLACE EXISTING WELL? YES [] NO LI c. WATER LEVEL Below Top of Casing: 6.0 FT.(Use "+" if Above Top of Casing)100 HEF CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH ijA NC. F, WcLL CONSTRUCTION STANIDWS, AND THAT A COPY OF THIS RECOIN OTE JNR_ T7ýa _,_ "V0 gmý 6/25/08 T'URE OWERTIFIED i"RA -_ _ DATE JOHVNIN/Y BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 72 3-7015 ext 568.Form GW-0b Rev. 7f05 A/oN RESIDENTIAL WELL CC-NSTRUCTION RECORD North Carolina Department of Environniot and Natural Reso urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-47-C STATE WELL PERMIT#0if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public
| |
| .2 Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection
| |
| [)IrrigationE Other 0 (list use)DATE DRILLED 06/10-06/11/08 TIME COMPLETED
| |
| _AM C PM [3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, ;ip Code)TOPOGRAPHIC I LAND SETTING: CSlope CValley OFlat ORidge 0 Other (check appropriate box)LATITUDE May be in minutes, steconds or LONGITUDE in a decimal tomaal Latitude/longitude source: OGPS CTopographic map (location of well must be shown on a USGS topa map and attached to this form if not using GPS)4. FACILITY-is the name of the business Where the well is located FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 d. TOF OF CASING IS 2.5 FT. Above Land Surface**Tor of casing terminated at/or below land surface may require a v iriance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DPINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): Fr)m_ To From_ To Fr)m_ To From _ To Frm) _ To From_ To 6. CASIING: Thickness/
| |
| Depth Diameter Weight Material Fron 0.0 To 10.0 Ft. 2 INCH SCii40 PVC Fron To Ft._Fron To Ft.7. GROUT: Depth Material Method Fron__ 0.0 To 6.0 Ft. Portland bentonile SLURRY Froni_ To Ft.Fron i_ To_ Ft.8. SCR{EEN: Depth Diameter Slot Size Material Frori 10,0 To 20.0 Ft.2.0 in, .010 in. PVC Fror I_ To_ Ft. in. in.Fror _ To Ft. in. in.9. SAN )/GRAVEL PACK: Depth Size Material Frort 8,0 To 20.0 Ft. 20-40 Fine Silica Sand Fror I To Ft.Fror i To Ft._10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 4.0 4.0_ 16,0 16.0 20.0 11. RElYARKS: YELLOW SANDY CLAY GRAY SANDY CLAY GRAY SAND City or Town State Zip Code.Bentonitt seal from 6.0 to 8.0 Feet.Area code. Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 20.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 1 NO Iýn c. WATER LEVEL Below Top of Casing: 10.0 FT.(Use "+" if Above Top of Casing)I DO HERE &Y.CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A E4WO.L CONSTR CTION STANDS AND THAT A COPY OF THIS RECOR To THE. RIFIED WL-La"OýT-RCOE r DDAp'TE'JOH-N NY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73.2-7015 ext 568.Form GW-/b Rev. 7/05 NON RESIDENTIAL WELL CO NST'RUCTION RECORD North Carolina Department of Environment and Natural Rest urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 .872-7686 Area code- Phone number 2, WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)_
| |
| ESS48-C STATE WELL PERMIT#(if applicable).
| |
| _ _ __DWQ or OTHER PERMIT #(if applicable), WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public rJ Industrial/Commercial 0 Agricultural 0 Recovery D Injection
| |
| [I Irrigationo Other C (list use)DATE DRILLED 06/10-06/16/08 TIME COMPLETED AMC FMCE 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, SubdiAsion, Lot No.. Parcel. ;:ip Code)TOPOGRAPHIC
| |
| / LAND SETTING: 0SIope ElValley OFlat ORidge C Other (check appropriate box)LATITUDE May be in dtgrces.minties, secinds or LONGITUDE in a decimal format Latitude/longitude source: CGPS oTopographic map (location of well must be shown on a USGS topo map ano attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is locatec.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a vn riance in accordance with 15A NCAC 2C .0118.e. YIE .O (gpm): N/A METHOD OF TEST N/A f. DI INFECTION:
| |
| Type N/A Amount N/A g. WiTER ZONES (depth): Frim_ To From To -Fr im_ To From To Frm)m_ To -From -To 6. CASIIIG: Thickness/
| |
| Depth Diameter Weioht Material From 0.0 To 8.0 Ft. 2 INCH SC 40 PVC Fron To_ Ft.Fron To -Ft._7. GR( OUT: Depth Material Method Fron 0.0 To 4,0 Ft. Portland benlonite SLURRY Fron To_ Ft.Fron , To Ft.8. SCIREEN: Depth Diameter Slot Size Material Frori 8.0 To 18.0 Ft.2.0 in. .010 in. PVC Fror i_ To -Ft. in. _ in.Fror i To _ Ft. in. in.9. SAN 3/GRAVEL PACK: Depth Size Material Fror 1 6.0 To 18.0 Ft, 20-40 ' Fine Silica Sand Fror i To Ft._Fror --To _ _Ft._10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 2.0 YELLOW SANDY CLAY 20 7.0 GRAY SANDY CLAY 7.0 18.0 GRAY SAND City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O, BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a: TOTAL DEPTH: 18.0'b. DOES WELL REPLACE EXISTING WELL? YES D NO 7i c. WATER LEVEL Below Top of Casing: 10.0 FT (Use "+" if Above Top of Casing)11. REP lARKS: Bentonit., seal from 4.0 to 6.0 Feet.I DO HER 'e ERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAi: E ONSTRUCTION STANDAR,&
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| AND THAT A COPY OF THIS RECORD 1O THE WELL ER'd FW '?II l'J 0oý26/08 SIGW 6URE OF"IITIFIED WELL't NI 0- DATEBURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73 1-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Rescurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| ESS-49-C STATE WELL PERMIT#(if applicable)____
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| _ _WELL USE (Check Applicable Box) Monitoring Kl Municipal/Public r)Industrial/Commercial Q Agricultural E Recovery C Injection
| |
| []Irrigation[]
| |
| Other 0 (list use)DATE DRILLED 06/10-06/11/08 TIME COMPLETED AM C PM U)3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Fip Code)TOPOGRAPHIC
| |
| / LAND SETTING: 0(Slope oValley DFlat r-Ridge 0 Other (check appropriate box)LATITUDE May be in d,:grecs, minutes. seconds or LONGITUDE in a decimal formal Latitude/longitude source: oGPS oTopographic map (location of well must be shown on a USGS topo map anc'attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code, CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a vtdrance in accordance with ISA NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. DIt INFECTION:
| |
| Type N/A Amount N/A g. Wi TER ZONES (depth): Fr. im_ To_ From_ To Fr.)m To From To Fr)m_ To From To 6. CASIIIG: Thickness/
| |
| Depth Diameter Weiqht Material Fron 0.0 To 9.0 Fl. 2 INCH SCFT40 PVC Fron To Ft.Fron To_ Ft.7. GROUT: Depth Material Method Frort 0.0 To 5.0 Ft. Portland bentonite SLURRY Fror t_ To_ Ft.Fror t_ To_ Ft.8. SC tEEN: Depth Diameter Slot Size Material Frori 9.0 To_19.0 Ft.2.0 in. .010 in. PVC Fror i_ To_ Ft. in. in.Fror __ To _ Ft. in. t In, 9. SAN DIGRAVEL PACK: Depth Size Material Fromn 7.0 To 19,0 Ft. 20-40 Fine Silica Sand Frot n To_ Ft.Fromn To_ Ft._10. DRI .LING LOG Frorr To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 5.0 YELLOW SANDY CLAY 5,0 12Q. GRAY SANDY CLAY 12.0 19.0 GRAY SAND 11. RE) AARKS: Bentonie seal from 5.0 to 7.0 Feet.Area code -Phone number 5, WELL DETAILS: a. TOTAL DEPTH: 19.0'b. DOES WELL REPLACE EXISTING WELL? YES [c. WATER LEVEL Below Top of Casing: 11,0 FT.(Use "+" if Above Top of Casing)I DO HEF f^Y CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 5A NC4I L CONSTFCTION STANDAWSp AND THAT A COPY OF THIS RECOII j ED TO THEW WNER.J ' .F ' 1v'_,& _.J 6/26Jo8 NO pjrURE O]'OERTIFIED WE-ON7AM'M--
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| JOHN1NY BURR DATE PRINT -:D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7016 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of' Environment and Natural Resoirces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3C98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)_ESS-50-C STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring R Municipal/Putlic
| |
| !r Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection C1 Irrigationo Other D (list use)DATE DRILLED 06/11-06/11/08 TIME COMPLETED AMID PMO 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRLINSWIC.K HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, ;;p Code)TOPOGRAPHIC I LAND SETTING: ESlope DValley oFlat ERidge 0 Other (check appropriate box)LATITUDE _ May be in dcgreei, minutes. seoinds or LONGITUDE in a decimal format Latitude/longitude source: oGPS o Topographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
| |
| is the name of the business where the well is locatec, FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated atlor below land surface may require a v riance in accordance with 15A NCAC 2C .0118.e. YIE.D (gpm): N/A METHOD OF TEST N/A f. DI! INFECTION:
| |
| Type N/A Amount N/A 9. WiTER ZONES (depth): Fr m_ To_ From_ To Fr m_ To_ From_ To From -To_ From_ To 6. CASIt IG: Thickness/
| |
| Depth Diameter Weipht Material Frorr 0.0 To 12,0 Ft. 2 INCH SC -40 PVC Frorr To Ft.Frorr To Ft.7. GR( OUT: Depth Material Method Fron 0.0 To 8.0 Ft. Portland bentonile SLURRY Fron To_ Ft.Fron To_ Ft.8. SCRtEEN: Depth Diameter Slot Size Material From 12.0 To 22.0 Ft.2.0 in. 010 in. PVC F ror_ _ To_ Ft. in. in.Fror i To_ Ft. in. in.9. SAN )/GRAVEL PACK: Depth Size Material Frori 10,0 To 22.0 Ft. 20-40 Fine Silica Sand Fror i To Ft._Fror i -To_ Ft, -10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 6.0 6.0 20,0 20.0 22.0 11. REMIARKS: YELLOW SANDY CLAY GRAY SANDY CLAY GRAY SAND City or Town State Zip Code Bentoni a. seal from 8.0 to 10.0 Feet.Area code -Phone number S. WELL DETAILS: a. TOTAL DEPTH: 22.0'b. DOES WELL REPLACE EXISTING WELL? YES El NO V!c. WATER LEVEL Below Top of Casing: 10.0 FT.(Use "+" if Above Top of Casing)100 HER E-BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA: CONSTRUCTION STANDARDS.
| |
| AND THAT A COPY OF THIS RECORD PRI T THE WEL ER.06/26/08rErTrFE WEDAýTE JOH 4NY BURR PRINT ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7016 ext 568.Form GW-1b Rev. 7/05 IVoN RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 2f81 1, WELL CONTRACTOR:
| |
| BRIAN THOMAS Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION.
| |
| INC.Well ContractorCompany Name STREET ADDRESS ._176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704_ -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-51-B STATE WELL PERMIT#0(f applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Public r-Industrial/Commercial E3 Agricultural 0 Recovery 0 Injection
| |
| [I Irrigationo Other 0 (list use)DATE DRILLED 06/09-06113108 TIME COMPLETED AM 0 PM Ci 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)d. TOP OF CASING IS 2.5 FT. Above Land Surface-*Top of casing terminated at/or below land surface may require a v; riance in accordance with 15A NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A I. DI! -INFECTION:
| |
| Type N/A Amount N/A g. W),TER ZONES (depth): Frim_ To From To_Fr, rn To__ From _ To Fr)m_ To From_ To 6. CASIIIG: Thickness/
| |
| Depth Diameter Wejoht Material Frorr 0.0 To 35.0 Ft; 2 INCH SCR540 PVC Fron 0.0 To 24.0 Ft. 6 INCH SCH 40 PVC Fron -To -Ft._7. GRI OUT: Depth Material Method From 0.0 To 19.0 Ft. Portland bentonite SLURRY Front0.0 TO'T Ft. Portland bentonite SLURRY Fron i To Ft.8, SC iEEN: Depth Diameter Slot Size Material Frori 35.0 To 45.0 Ft.2.0 in. .010 in. PVC Fror I _ To_ Ft. in, in.Fror i To Ft. in, in.9. SAND/GRAVEL PACK: Depth Size Material Frotl 33.0 To 45.0 Ft. 20-40 Fine Silica Sand Froiri To_ Ft._Froti To_ Ft._10. DRII.LING LOG From To Formation Description 0,0 4.0 TAN SAND 4.0 18.0 BROWN SANDY CLAY 18.0 29.0 GRAY SANDY CLAY 29.0 45.0 GRAY SAND/SHELLS
| |
| : 11. REIfARKS: Bentonile seal from 19.0 to 33.0 Feet.(Street Name, Numbers. Community, Subdivision, Lot No., Parcel. ;tip Code)TOPOGRAPHIC
| |
| / LAND SETTING: OSlope OValley OFlat ORidge 0 Other (check appropriate box)LATITUDE May be in dttgrees.minutes, sec)nds or LONGITUDE in a decimal format Latitude/longitude source: rOGPS oTopographic map (location of we/I must be shown on a USGS topo map ana attached to this form if not using GPS)4. FACILITY.
| |
| is the name ot the business where the well is located FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 6. WELL DETAILS: a. TOTAL DEPTH: 45.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO Zl c. WATER LEVEL Below Top of Casing: 7.0 FT.(Use "+" if Above Top of Casing)I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1M ELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS IIfEEN PROVIDED TO.IG ELL OWNER.SIGNA IURE OF CERTIFIED WELL CONTRACTOR DATE BRIAN THOMAS PRINT .WD NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department o l'Environment and Natural Reso irces- Division of Water Quality WELL CONTRACTOR CERTIFICATION H 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704( ) -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-51-C STATE WELL PERMIT#(,f applicable).
| |
| ýDWQ or OTHER PERMIT #(if applicable).
| |
| WELL USE (Check Applicable Box) Monitoring K Municipal/Public
| |
| :3 Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection C3 Irrigationo Other E3 (list use)DATE DRILLED 06/18/08 TIME COMPLETED AM ] PM El 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a vr dance in accordance with 15A NCAC 2C .0118.e. YIEt.D (gpm): N/A METHOD OF TEST N/A f. DI! INFECTION:
| |
| Type N/A Amount N/A g. WiTER ZONES (depth): Frim m To_ From_ To Frim To From To Frm__m To_ From_ To 6. CASIIIG: Thickness/
| |
| Depth Diameter WeiohI Material Frorr 0.0 To_12.0 Ft. 2 INCH SO 40 PVC Frorr -- To_ Ft._Frorr To_ Ft._7. GROIUT: Depth Material Method From 0.0 *To 8.0 Ft. Portland bentonite SLURRY Fron t_ To_ Ft.Froni- To_ Ft.8. SCR1EEN: Depth Diameter Slot Size Material Frorn 12.0 To 22,0 Ft2.0 in. .010 in. PVC Fror i_ To_ Ft. in. in.Fror _ _ To Ft, in. in.9. SAN]/GRAVEL PACK: Depth Size Material Fror 1 10.0 To 22.0 Ft. 20-40 Fine Silica Sand Fror 1 To_ Ft._Froi 1 -To _ Ft._10. DRII.LING LOG From To Formation Description 0.0 2.0 BLACK TOP SOIL 2.0 14.0 BROWN SAND 14.0 21 0 GRAY SANDY CLAY 21.0 22.0 GRAY SAND 11. REI lARKS: Bentonila seat from 8.0 to 10.0 Feet.(Street Name, Numbers. Community, Subdivision.
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| Lot No.. Parcel, ;ip Code)TOPOGRAPHIC
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| / LAND SETTING:-Slope OValley r3FIat ]Ridge [I Other (check appropriate box)LATITUDE _ May be in degrees, minutes, seco)nds or LONGITUDE in a decimal oIniat Latitude/longitude source: OGPS oTopographic map (location of well must be shown on a USGS topo map anc attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 22,0'b. DOES WELL REPLACE EXISTING WELL? YES El NO mj c. WATER LEVEL Below Top of Casing: 4.0 FT.(Use "+" if Above Top of Casing)100 HEF EJWCERTIFY THAT THIS WELL WAS CjNSTRUCTED IN ACCORDANCE WITH 15A NCA 5/W3L CONSTRJfaTON STANDpS, AND THAT A COPY OF THISR TO THE W HIKVNER.F" CWf .444i.0426/08 SI rURE O RTIFIED WELL CONTRACTOR DATE JOHNNY BURR PRINT =D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919) 723-7015 ext 568.Form GW-lb Rev. 7/05
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| -oN RESIDENTIAL WELL CC NSTRU CTION RECORD North Carolina Department of Environment and Natural Res(urces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 2!181 1. WELL CONTRACTOR:
| |
| BRIAN THOMAS Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 .-872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-52-B STATE WELL PERMIT#0f applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Public f]Industrial/Commercial 03 Agricultural 0 Recovery -Injection
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| [I Irrigationo Other C] (list use)DATE DRILLED 06/09-06/13/08 TIME COMPLETED AM 0 PM 0 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 ROAD)d. TOP OF CASING IS 2.5 FT. Above Land Surface'*Top of casing terminated at/or below land surface may require a v. riance in accordance with 15A NCAC 2C .0118.e. YIED.(gpm):
| |
| N/A METHOD OF TEST N/A f. DI';INFECTION:
| |
| Type N/A Amount N/A.WJkTER ZONES (depth): Fr)rn _ To_ From_ To Fr )m To From To Fr mn__ To_ From_ To 6. CASIIAG: Thickness/
| |
| Depth Diameter Weight Material Fron 0.0 1 To 41.0 Ft. 2 INCH SC-r40 PVC From 0.0 To 30,0 Ft. 6 INCH SCH 40 PVC F ro__I _ To_ Ft._7. GROUT: Depth Material Method Fror 1 0.0 To 25.0 Ft. Portland benlonile SLURRY Fror 1 0.0 To 30.0 Ft. Portland bentonile SLURRY Frori _ To_ Ft.8. Depth Diameter Slot Size Material Frot, 41.0 To_51.0 Ft.2.0 in. .010 in. PVC Frot -i To Ft. in. in.Fro n_ To_ Ft. in. 'in.9. SAh DIGRAVEL PACK: Depth Size Material From 39.0 To 51.0 Ft. 20-40 Fine Silica Sand Fro n To_ Ft._Fro n To_ Ft._10. DRI LING LOG Frorr To Formation Description 0.0 4.0 TAN SAND 4.0 18.0 BROWN SANDY CLAY 18.0 34.0 GRAY SANDY CLAY 34.0 49.0 GRAY SAND/SHELLS 49.0 51,0 LIMESTONE 11. RE IIARKS: Bentoni e seal from 25.0 to 39.0 Feet, (Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Kio Code)TOPOGRAPHIC
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| / LAND SETTING: 0 Slope OValley C Flat C-Ridge [: Other (check appropriate box)LATITUDE May be in d.-grees.minutes, seconds Or LONGITUDE in a decimal format Latitude/longitude source: OGPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
| |
| Is the name of the business where tihe well is located FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Cole CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 51.0-b. DOES WELL REPLACE EXISTING WELL? YES 0 NO E c. WATER LEVEL Below Top of Casing: 7.0 FT.(Use "+" if Above Top of Casing)I DO HE :EBY CERTIFY THAT THIS VWELL WAS CONSTRUCTED IN ACCORDANCE WITH 1 .WELL CONSTRUCTION STANDARDS.
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| AND THAT A COPY OF THIS WIR'BEEN PROVIDED T WELL OWNER.qi;a ._ýM --M _ i_,=_= 06/26/08 SIGNA TRE 'RTFI L RTRAL,, 1,., I " DATE BRIAN THOMAS PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:,3-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Envircnment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 2f81 1. WELL CONTRACTOR:
| |
| BRIAN THOMAS Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-53-B STATE WELL PERMIT#Uif applicable)
| |
| DWQ or OTHER PERMIT #(if applicable).
| |
| WELL USE (Check Applicable Box) Monitoring EJ Municipal/Public rI Industrial/Commercial 0 Agricultural 0 Recovery 0 In)ection C3 Irrigationo Other D (list use)DATE DRILLED 06/09-06/13/08 TIME COMPLETED AM D PM E 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, tip Code)TOPOGRAPHIC
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| / LAND SETTING: OSlope OValley bFlat DRidge 0 Other (check appropriate box)LATITUDE Ma- be in dgrces, minutes, secands or LONGITUDE in a decimal fomeat Latitude/longitude source: cOPS [3Topographic map (location of well must be shown on a USGS topo map anct attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is Iocaled.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface-*Top of casing terminated at/or below land surface may require a v; riance in accordance with 15A NCAC 2C .011B.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. DIhINFECTION:
| |
| Type N/A Amount N/A g. W)TER ZONES (depth): Frm,m To From To From -To _ From_ To Fr n To_ _ From_ To 16. CASII IG: Thickness/
| |
| Depth Diameter Weioht Material Fron 0.0 To 66.0 Ft. 2 INCH SC r40 PVC Fron 0,0 To 30.0 Ft. 6 INCH SCH 40 PVC Fron To_ Ft._7. GRI)UT: Depth Material Method Froni 0.0 To 28.0 Ft. Portland benlonite SLURRY Frori 0.0 To 30.0 Ft. Portland bentonile SLURRY Fror I_ _ To -Ft.8. SC ,EEN: Depth Diameter Slot Size Material Frorl 66.0 To 76.0 Ft2.0 in. .010 in. PVC Fror i_ To_ Ft. in. _ in.Frore _ To_ Ft. in. _ in.9. SAND/GRAVEL PACK: Depth Size Material Froirn 64.0 To 76.0 Ft. 20-40 Fine Silica Sand From n_ To_ Ft._From _To q -Ft._10. DRI .LING LOG Frorr To Formation Description 0.0 4.0 TAN SAND 4.0 18.0 BROWN SANDY CLAY 1.0 ,.22.0 GRAY SANDY CLAY 22.0 36-0 GRAY SANDY CLAY/SHELLS 36.0 51.0 GRAY SANDISHELLS
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| ,1.0 64.0 LIMESTONE 640 760 GRAY SANDY CLAY W/SHELLS 11. RE!AARKS: Bentoni e seal from 28.0 to 64.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 76.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO E c. WATER LEVEL Below Top of Casing: 7.0 FT.(Use "+" if Above Top of Casing)I DO HEI EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1 , WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS ,'.EEEN PROVIDED TO ý,ELL OWNER, SIGNa TURE OF ER IED 'ELLMtP't9"R-C DATE BRIAN THOMAS PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919) 7. 3-7015 ext 568.Form GW-lb Rev. 7/05 NoNRESIDENTIAL WELL COVSTRUCTION RECORD North Carolina Department of Environment and Natural Reso irces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 30 8 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 .-872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-54-C STATE WELL PERMIT#(if applicable)._
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Public
| |
| {.3 Industrial/Commercial 0 Agricultural
| |
| [ Recovery EU Injection
| |
| [I IrrigationD Other Ei (list use)DATE DRILLED 06/12/08 TIME COMPLETED_
| |
| AM O PM O 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, :ip.Code)TOPOGRAPHIC
| |
| / LAND SETTING: U]Slope oValley U:Flat URidge U Other (check appropriate box)LATITUDE _ May be in degrees.mninutes, secunds or LONGITUDE
| |
| -__ in a decimal fon-rat Latitude/longitude source: oGPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4, FACILITY-is the name of the business where the well is ocated, FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOP OF CASING IS 2,5 FT. Above Land Surface**Top of casing terminated al/or below land surface may require a va lance in accordance with 15A NCAC 2C .011 B.e. YIEI.D (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): Frcm To From To Frc m_ To_ _ From_ To Fr(m_ To_ From_ To 6. CASII G: Thickness/
| |
| Depth Diameter Weioht Material From 0.0 To 14.0 Ft. 2 INCH SCI-40 PVC From To_ _ Ft, ._Frorr Tro_ Ft._7. GRCUT: Depth Material Method Frorr 0.0 To 10.0 Ft. Portland bentonite SLURRY Fron _ To_ Ft.Fron < To_ Ft.8. SCItEEN: Depth Diameter Slot Size Material Fron 14.0 To 24.0 Ft.2.0 in. .010 in. PVC Fron _ To_ Ft. in. in, Fron _______ To _ Ft. in. in.9. SAN:)/GRAVEL PACK: Depth Size Material Fror, 12.0 To 24.0 Ft. 20-40 Fine Silica Sand Fror i To_ Ft.__Fror i To_ Ft.10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 3.0 YELLOW SANDY CLAY 30 15.0 GRAY SANDY CLAY 15.0 24.0 GRAY SAND 11. REFIARKS: Bentonit.
| |
| seal from 10.0 to 12.0 Feet.City or Town State Zip Caore CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BoX10429 SOUTHPORT NC 28419 City orTown State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 24.0'b. DOES WELL REPLACE EXISTING WELL? YES U NO g]c. WATER LEVEL Below Top of Casing: 15.0 FT, (Use "+" if Above Top of Casing)I DO HER :BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH I1A NCA,2CkLL CONSTRUCTION STANDARDS.
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| AND THAT A COPY OF THIS RECORD OID HWELLO0 R.iiiiM slops 06/26/08 oI&tD WEUD DATE JOH: RNY BURR PRINTI-D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL I ONSTRU CTION RECORD North Carolina Department or -7.witonment and Natural Rzsources-Division of Water Quality WELL CONTRACTOR CLERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (IndMdual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 74 1872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-55-C STATE WELL PERMlT#(it applicable), DWQ or OTHER PERMIT #(it applicable)__------
| |
| WELL USE (Check Applicable Box) Monitoring El Municipa /Public []Industrial/Commercial 0 Agricultural 0 Recovery 1]) Inject oil LJ IrrigationOJ Other r (list use)DATE DRILLED 06(13/08 TIME COMPLETED AM [: PM [3 3. WELL LOCATION: ,CITY: SOUTHPORT COUNTY BRUNSWIC K HWY 67 (RIVER ROAD) 28419 (Street Name. Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)TOPOGRAPHIC I LAND SETTING: DSIope CIValley E]Flat CRIdge 2 Other (check appropriate box)LATITUDE 3 May bc in degrecs, minutcs, SCCOrids or LONGITUDE
| |
| [ in i dec nlal fbrmal Latitude/longitude source; OOPS oTopograplii map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is Ihe name or Ihe business where the well is oloaLed.FACILITY 1O #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 2841l d. T3P OF CASING IS 2.5 FT, Above Land Surface*-op of casing terminated at/or below land surface may require i variance in accordance with 15A NCAC 2C .0118.e. IIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From_ _ To From_ To From ~ To _ From____ To From_ To -From To 6. CPSING: Thickness/
| |
| Depth Di'm er Mteial F o 0.0 To 28.0 Ft. 2 NC PVC F om_ To Ft._F om_ To_ Ft._7. C ROUT: Depth Material Method Fom 0.0 To 24.0 Ft. Portland bentonite SLURRY F omr To_ Ft._F iore To_ Ft.8. !;CREEN: Depth Diameter Slot Size Material Fom 28.0 To 38.0 Ft.2 0 in..010 in. PVC F"om To _Ft. in. in.Fo"om To Ft. in. in.9. S. %ND/GRAVIEL PACK: Depth Size Material From 28.0 To 38.0 Fl, 20-40 Fine Silica Sand F rom To Ft._F rom To Ft,_10. DRILLING LOG Frc m To 0.0 8.0 8.0 10.0 16.0 22.0 22.0 25.0 25.0 31.0 31.0 38.0 Formation Description BROWN FINE MEDIUM GRAIN SAND TRACE OF CLAY (ILLI GRAY FINE SAND AND SILT (FILL)GRAY BROWN MEDIUM GRAIN SAND WITH CRUSHED ROCK @ 13'- 15 (BASE OF DIKE)GRAY FINE GRAIN SAND. TRACE OF SILT. MOIST BROWN SILTY FINE GRAIN SAND. GRADING TO GRAY FINE SAND (a) 24.5- -25', WET GRAY FINE GRAIN SAND, TRACE OF SILT, WET BECOMING SATURATED (a) 30 FEET GRAY MEDIUM GRAIN SAND, SATURATED 11. REMARKS: Bentc nile seal fro City or Town State Zip Code m 24.0 to 26.0 Feet.Arac ) -_Area code -Phone number 5. WELL DETAILS: a, TOTAL DEPTH: 38.0 FEET b. DOES WELL REPLACE EXISTING WELL? YES C NO F)c. WATER LEVEL Below Top of Casing: FT (Use "+" if Above Top of Casing)100 H EREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A I hC 2C, WELL CONSTRUCTION ST6NDARDS, AND THAT A COPY OF THIS E IR. .01/02109;GAUU ETFIDKM AIU DATE JOHINNY BURR PR[I TED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) , 33-7015 ext 568.Form GW-lb Rev. 7105 NoN RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural ResoJrces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3( 98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 .--872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-56-C STATE WELL PERMIT#(if applicable)_______
| |
| DWQ or OTHER PERMIT #(if applicable)_-
| |
| WELL USE (Check Applicable Box) Monitoring EI Municipal/Public
| |
| -Industrial/Commercial 0 Agricultural 0 Recovery ED Injection C)Irrigationrj Other [J (list use)DATE DRILLED 06113-06117/08 TIME COMPLETED AMO PM El 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)d. TOP OF CASING IS 2.5 1 FT. Above Land Surface-*Top of casing terminated at/or below land surface may require a vi riance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DI! INFECTION:
| |
| Type N/A Amount N/A g. W/TER ZONES (depth): Fro'm -To From To_From To From To Fr, im_ To_ _ From To 6. CASIIIG: Thickness/
| |
| Depth Diameter WeiVht Material Frorr 0.0 To 22.0 Ft. 2 INCH SC' 40 PVC Frorn To Ft._ -Fror To Ft.7. GROUT: Depth Material Method Fron 0.0 To 18.0 Portland bentonite SLURRY Fron ,.. _To_ Ft.Fron ý_ To_ Ft, 8. SCIREEN: Depth Diameter Slot Size Material Frorn 22.0 To 32.0 Ft2.0 in. .010 in. PVC Fror I_ _ To_ Ft. in. _ in.Fror t To _ Ft. in. in.9. SAN )/GRAVEL PACK: Depth Size Material Frori 20.0 To 32.0 Ft, 20-40 Fine Silica Sand Fror To__7 To_ Ft._Frot, To_ Ft._10. DRII.LING LOG From To Formation Description (Street Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: CDSlope []Valley [:]Flat CRidge 0 Other (check appropriate box)LATITUDE _ _ _ May be in dcgrees, minutes, seconds or LONGITUDE in a decimal format Latitude/longitude source: OGPS oTopographic map (location of well must be shown on a USGS topo map ano attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code. Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 32.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO F, c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)0.0 1.0 BLAC 1.0 3,0 YELLt 3.0 20,0 GRA 20.0 25.0 SHE 25.0 30.0 GRAY 30.0 32.0 TAN 11. REI IIARKS: Bentonil a seal from 18.0 to 20.0 Feet.3K TOP SOIL OW SANDY CLAY Y SANDY CLAY LLY CLAY SANDY CLAY SANDY CLAY DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA AWELI CONSTRUCTION STANDARDS.
| |
| AND THAT A COPY OF THIS RECORC E N TRVD WELL TH NECR..06/26/08 S14 WRE 0OW4RTIFIED WE DW!W1 N -DATE JOH.qNY BURR PRINT =D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Rescrces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 .-872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-57-C STATE WELL PERMIT#(if applicable)_______
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E Municipal/Public 7.Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection El IrrigationD Other 0 (list use)DATE DRILLED 06/12-06/16108 TIME COMPLETED AMCJ PM[ .3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: CSlope C]Valley C Flat 0 Ridge 0 Other (check appropriate box)LATITUDE _ May be in dcgTeeS.minutes, secnds or LONGITUDE in a decimaI formal Latitude/longitude source: oGPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
| |
| is the name of the business where the well is located.FACILITY ID #(if applicable)_
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface'*Top of casing terminated at/or below land surface may require a vi riance in accordance with 15A NCAC 2C .0118.e. YIEI.D(gpm):
| |
| N/A METHOD OF TEST N/A f. DI! INFECTION:
| |
| Type N/A Amount N/A g. Wi.TER ZONES (depth);Frim _ To -From_ _ To Fnrom To_ From -To Frim_ To_ From -To 6. CASINIG: Thickness/
| |
| Depth Diameter We~iht Material-Frorr 0.0 To 30.0 Ft. 2 INCH SCO 40 PVC Frorr To_ Ft._ -Froir To_ Ft.- -7. GROUT: Depth Material Method Frort 0.0 To 26.0 Ft. Portland bentonite SLURRY Fron _ To_ Ft.Fron To Ft.8. SCICEEN: Depth Diameter Slot Size Material Fron, 30,0 To 40.0 Ft.2.0 in. .010 in. PVC Fromrt __ To -Ft. in. in.Fron _ _ To _ Ft. in. in.9. SAN )/GRAVEL PACK: Depth Size Material Frorl 28.0 To 40.0 Ft. 20-40 Fine Silica Sand Fror I To Ft._Fror i Too Ft.10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 7,0 YELLOW SANDY CLAY 7.0 25.0 GRAY SANDY CLAY 25.0 34.0 GRAYSAND 34.0 40.0 YELLOW SAND 11. REPIMARKS:
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| Bentonit., seal from 26.0 to 28.0 Feet.City or Town State Zip Coce CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 40.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO K c. WATER LEVEL Below Top of Casing: 28.0 FT (Use "+" if Above Top of Casing)I DO HER :8Y CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA :W-L CONSTRUCTION STANDAWS.
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| AND THAT A COPY OF THIS REC TOTHE WEL NER.REC PRrV- 06/26/08 " SIWF"URE OWRTIFIED W JOH lNY BURR DATE PRINTI'D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Aftn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73 3-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Rescurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCEBLVD STATESVILLE NC 28625 City or Town State Zip Code 70 -872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| ESS-58-C STATE WELL PERMIT#(if applicable).
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| DWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring K Municipal/Public Industrial/Commercial 0 Agricultural 0 Recovery 12 Injection C]Irrigationo Other 12 (list use) *DATE DRILLED 06/16-06/18/08 TIME COMPLETED AM 02 PM [ , 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: E]Slope EiValley I2FIat E]Ridge 0 Other (check appropriate box)LATITUDE __ May be in degrees, minutes, secosnds or LONGITUDE in a decimal format Latitude/longitude source: oGPS EiTopographic map (location of well must be shown on a USGS topo map anc attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(it applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a V. riance in accordance with 15A NCAC 2C 0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. DIR INFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): Fr-,m -Toa From To_From To From To Fr m_ To _ From_ To 6. CASIIIG: Thickness/
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| Depth Diameter Weight Material Fron 0.0 To 8.0 Ft. 2 INCH sc h40 PVC Fron -To Ft._Fron _ To Ft._7. GRO )UT: Depth Material Method Fron1 0.0 To 4.0 Ft. Portland benlonite SLURRY Fron i, To_ Ft.Fror I_ To_ Ft.8. SC 1EEN: Depth Diameter Slot Size Material Frort 8.0 To_18.0 Ft.2, 0 in. .010 in. PVC Fror I- To_ Ft. in. _ in: Fror a__ To_ _ Ft. in. _ in.9. SAND/GRAVEL PACK: Depth Size Material Frofn 6.0 To 18.0 Ft. 20-40 Fine Silica Sand Froi i To_ Ft._Froi To_ Ft._10. DRI.LING LOG Frorr To Formation Description 0.0 2.0 BLACK TOP SOIL 2.0 7.0 BROWN SANDY CLAY 7.0 18.0 GRAY SANDY CLAY 11. REI/lARKS:
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| Bentonie seal from 4.0 to 6.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 18.0'b. DOES WELL REPLACE EXISTING WELL? YES C NO .kj c. WATER LEVEL Below Top of Casing: 4.0 FT_(Use +" if Above Top of Casing)I DO HEF ERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCJ W-L CONSTA JCTION STANDOAWS, AND THAT A COPY OF THIS REco TO THE A NER.W~~ 9.f ~6/26/8 SUWA TURE OCIVERTIFIED JOHNNY BURR DATE PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7" 3-7015 ext 568.Form GW-lb Rev, 7/05 Sr 5F~NON RESIDENTIAL WELL CO ISTRUCTION RECORD North Carolina Department of Environment and Natural Resoirces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 30)8 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 0L4J- 872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(it applicable)
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| ESS-59-C STATE WELL PERMIT#(if applicable).
| |
| DWQ or OTHER PERMIT #(if applicable).
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| __WELL USE (Check Applicable Box) Monitoring 91 Municipal/Pu'lic IT: Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection DL Irrigationo Other 0 (list use)DATE DRILLED 06/18/08 TIME COMPLETED AM 0 PM £3 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community.
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| Subdivision, Lot No.. Parcel. Zip Code)TOPOGRAPHIC
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| / LAND SETTING: 0Slope oValley CDFlat DRidge 0 Other (check appropriate box)LATITUDE _ May be in dcgree..minutes. seconds or LONGITUDE in a decimal fomTat Latitude/longitude source: ciGPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is locatea.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT
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| .NC 28419 d. TOP DF CASING IS 2.5 FT. Above Land Surface*'Top af casing terminated at/or below land surface may require a va-iance in accordance with 15A NCAC 2C .0118.e. YIE.D (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WPATER ZONES (depth): Frcm _ To_ From_ To Frc m -To_ From_ To Fro m _ To _ From_ To 6. CASIý G: Thickness/
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| Depth Diameter Weiht Material From 0.0 To 8.0 Ft, 2 INCH SC 4o PVC From To_ Ft.__Frorr _ To_ Ft._7. GR(,UT: Depth Material Method F 0ror. 00 To 4.0 Ft. Portland bentonite SLURRY FrorT To_ Ft.Fron To_ Ft.8. SCREEN: Depth Diameter Slot Size Material Fron, 8.0 To_18.0 Ft2.0 in. .010 in. PVC Fron m -To_ Ft. in. _ in.Fron_ _ To Ft. in. _ in.9. SAN )IGRAVEL PACK: Depth Size Material Frors 6.0 To 18.0 Ft. 20-40 Fine Silica Sand Fror i To Ft.Fror i To_ Ft._10. DRILLING LOG From To Formation Description 0,0 1.0 BLACK TOP SOIL 2.0 8.0 BROWN SANDY CLAY 80 8 GRAY SANDY CLAY 11. REI IARKS: Bentonile seal from 4.0 to 6.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code. Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 18.0'b. DOES WELL REPLACE EXISTING WELL? YES C NO F3 c. WATER LEVEL Below Top of Casing: 5.0 FT.(Use "+" if Above Top of Casing)I DO HES EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA CONSTRUCTION STANDA&)S, AND THAT A COPY OF THIS RECOR 8 PROVIO TO THE WEyg NER.06/26108 S URE O[RTIFIED W WAEA DATE JOH'INY BURR PRINT ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919) 7. 3-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Envirenmcnt and Natural Reso irces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3C98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704. -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-60-C STATE WELL PERMIT#(iI applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E Municipal/Public
| |
| [3 Industrial/Commercial
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| [3 Agricultural 0 Recovery Q Injection
| |
| [I IrrigationEl Other 0 (list use)DATE DRILLED 06/18/08 TIME COMPLETED AM 0 PM -2 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Fip Code)TOPOGRAPHIC
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| / LAND SETTING:-'SIope r Valley C Flat I-Ridge c3 Other (check appropriate box)LATITUDE May be in d:grees, minutes, or LONGITUDE in a decimal foremat Latitude/longitude source: OGPS ciTopographic map (location of well must be shown on a USGS topo map anc'attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Cole CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 19.0'b. DOES WELL REPLACE EXISTING WELL? YES L- NO K c. WATER LEVEL Below Top of Casing: 4.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated attor below land surface may require a vi riance in accordance with 15A NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. Dif INFECTION:
| |
| Type N/A Amount N/A g. WITER ZONES (depth): Fnrom To_ From -To Fro im_ To_ From_ To From -To_ From _ To_ _6. CASIIIG: Thickness/
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| Depth Diameter Weiqht Material Fron 0.0 To 9.0 Ft. 2 INCH SCFT40 PVC Frorn _ To Ft._Fron _ To__ Ft_7. GROUT: Depth Material Method From 0.0 To 5.0 Ft. Portland benlonite SLURRY Froni _ To_ Ft.Fron __ _ To -Ft.8. SC)REEN: Depth Diameter Slot Size Material Frort 9.0 To_19.0 Ft.2.0 in. .010 in. PVC Frort _ To_ Ft. in. in.Fror t To _ Ft. in. in.9. SAND/GRAVEL PACK: Depth Size Material Froi I 7.0 To 19.0 Ft. 20-40 Fine Silica Sand Froai To Ft._Froi n_ T o_ Ft._10. DRI .LING LOG Frorr To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 6.0 BROWN SANDY CLAY 60 19f0 GRAY SANDY CLAY 11. REM IARKS: Bentoni e seal from 5.0 to 7.0 Feet.I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA i W5L CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOR0 N PROVID TO THE WE NCR...,t_ 06/26/08 rURE q RTIFIED W T DATE JOI-NNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day5. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 568.Form GW-lb Rev. 7/05 NoN RESIDENTIAL WELL CC NSTRUCTION RECORD North Carolina Department of Environment and Natural Rescurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 74 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-61-C STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring R1 Municipal/Public
| |
| -1 Industrial/Commercial
| |
| : 0) Agricultural LI Recovery 0 Injection E]Irrigationo Other El (list use)DATE DRILLED 06/19/08 TIME COMPLETED
| |
| _AM O PM 3 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community,'Subdivision, Lot No.. Parcel, Hip Code)TOPOGRAPHIC
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| / LAND SETTING: OSlope oValley JFIat ORidge C3 Other (check appropriate box)LATITUDE _ _ May be in dcgrees, minltes. seconds or LONGITUDE in a decimal forrmat Latitude/longitude source: QGPS oTopographic map (location of well must be shown on a USGS topo map ana attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Cotte CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT
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| .NC 28419 City or Town State Zip Code (_-)-__Area code -Phone number 5. WELL DETAILS: a. 'TOTAL DEPTH: 28.0'b. DOES WELL REPLACE EXISTING WELL? YES r NO &)c. WATER LEVEL Below Top of Casing; 14.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT. Above Land Surface'*Top of casing terminated at/or below land surface may require a v; riance in.accordance with 15A NCAC 2C .0118.e. YIE .D (gpm): N/A METHOD OF TEST N/A f. DI!,INFECTION:
| |
| Type N/A Amount N/A g. WlTER ZONES (depth): Fn_,rn To_ From To Fr im_ To From To Fro m_ To_ From_ To 6. CASIIIG: Thickness/
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| Depth Diameter Weight Material Frorr 0,0 To 18.0 Ft. 2 INCH sc 40 PVC Frorr _ To Ft._Frorr To___ Ft.7. GROUT: Depth Material Method Fron 0.0 To 14.0 Ft. Portland benlonile SLURRY Fron. 'To Ft.Fron ._ To_ Ft.8. SCItEEN: Depth Diameter Slot Size Material From 18.0 To 28.0 Ft.2.0 in. .010 in. PVC Fror i_ To_ Ft. in. _ in.Fror _ To _ Ft. in. _ in.9. SAN )/GRAVEL PACK: Depth Size Material Fror 1 16.0 To 28.0 Ft. 20-40 Fine Silica Sand Frore To Ft._Fret i To_ Ft._10. DRII.LING LOG From To Formation Description 0.0 2.0 BLACK TOP SOIL 2.0 12.0 BROWN SANDY CLAY 12.0 20..0 GRAY SANDY CLAY 20.0 27.0 GRAY SAND 27.0 28.0 GRAY CLAY II. RE14ARKS: Bentonile seal from 14.0 to 16.0 Feet.I DO HEF EW CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA§ , WI&L CONSTRUCTION STANOIAS AND THAT A COPY OF THIS RECOR T -TO THE REV ,NE2URE O .WRTIFIED W-L'F'b-WA7TTI JOHNPNY BURR DATE PRINT_:D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 72 3-7015 ext 568.Form GW-1b Rev. 7/05 I NON RESIDENTIAL WELL CO)NSTRUCTION RECORD North Carolina Department of Envworirnent and Natural Res ources- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # :098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 L.- 872-7666 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| ESS-62-C STATE WELL PERMIT#(if applicable).
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring E] Municipal/Public.
| |
| C IndustrialfCommerciat El Agricultural C Recovery C Injection C Irrigation-Other C (list use)DATE DRILLED 06/23/08 TIME COMPLETED PMC 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No, Parcel Zip ýode)TOPOGRAPHIC
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| / LAND SETTING:-Slope oValley OFlat ORidge [I Other (check appropidate box)LATITUDE 3 _ May be in dleegj minutes, sc~onds or LONGITUDE in a decimzl format Latitude/longitude source: OGPS CTopographic nap (location of well must be shown on a USGS topo map and attached to this form ff not using GPS)4. FACILITY-is the name of the business where the well is Iscatei FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TO 3 OF CASING IS 0.0 FT. Above Land Surface**To) of casing terminated at/or below land surface may require a ,'ariance in accordance with 15A NCAC 2C .0118.e. YII-LD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. A ATER ZONES (depth): F aom_ To_ From_ To F om To _ From_ To F om ___ To_ _ From -To 6. CAS NG: Thickness/
| |
| Depth Diameter Weiahl Material Fro n 0.0 To 10.0 Ft. 2 INCH S to40 PVC Fro n_ To____ Ft.___Fro n To -Ft._7. GF OuT: Depti Material Method Fro n 0.0 To 6.0 Flt. Portland bentonite SLURRY Fro n_ _ To_ Ft.Fro In To Ft..S( REEN: Depth Diameter Slot Size Material Frc-n 10.0 To 20.0 Ft2.0 in. .010 in. PVC Frc "n To Ft, in. in.Frnm To Ft. in. in.9. SAIID/GRAVEL PACK: Depth Size Material Frc m 8.0 To 20.0 Ft. 20-40 Fine Silica Sand Frtm To_ Ft._Frtm To __ Ft._10. DR LLING LOG Frori To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 10.0 BROWN SANDY CLAY 10,0 19.0 GRAY SAND 19'0 20.0 GRAY SANDY CLAY 11. REMARKS: Bentorite seal from 6.0 to 8.0 Feet.City or Town Slate --Zip C (e CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 20.0 b. DOES WELL REPLACE EXISTING WELL? YES 0 NO .c. WATER LEVELBelow Top of Casing: 6.0 FT.(Use "+" if Above Top of Casing)1tO HE ABY CERTIFY TI-AT THIS WELL WAS-CONSTRUCTED IN ACCORDANCE WITH 1TA N' 1c_2Cj/ELL CONSTRUCTION STAndARDS, AND THAT A COPY OF THIS RECojAED TO TOp'C OWNER,.o07/1508 MGNITURE OF CERTIFIED WELL CONTRACTOR JOHNNY BURR DATE PRIN'-ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day;. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CC NSTRUCTION RECORD North Carolina Department of Environment and Natural Res( urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3(,98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State *Zip Code 704 _- 872-7656 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-63-C STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring ID Municipal/Public
| |
| ]Industrial/Commercial 0 Agricultural
| |
| [D Recovery El Injection U Irrigationo Other 0 (list use)DATE DRILLED 06/19/08 TIME COMPLETED AM El PM 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)d. TOP OF CASING IS 2,5 1 FT. Above Land Surface**Top of casing terminated atior below land surface may require a v triance in accordance with 15A NCAC 2C .0118.e. YIE D (gpm): N/A METHOD OF TEST N/A f. DI!;INFECTION:
| |
| Type N/A Amount N/A g. WjATER ZONES (depth): Fr.im_ To_ From__ To Fr)m_ To_ _ From To Fr)m_ To From To_ _6. CASINJG: Thickness/
| |
| Depth Diameter Weight Material Frort 0,0 To 19.0 Ft. 2 INCH SCO40 PVC Fron _ To _ Ft._Fron To _ Ft._7. GROUT: Depth Material Method Fron 0.0 To 15.0 Ft. Portland bentoni(e SLURRY Fron I To Ft.Fror I To Ft.8. SC 1EEN: Depth Diameter Slot Size Material Frort 19.0 To 29.0 Ft.2.0 in. .010 in. PVC Fror _ To Ft. in. _ in.Fror __ To Ft. in, in.9. SAND/GRAVEL PACK: Depth Size Material Frot a 17:0 To 29.0 Ft. 20-40 Fine Silica Sand Froe 1 To_ Ft._Froi n To Ft._10. DRII.LING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 7.0 BROWN SANDY CLAY 7.0 9,0 GRAY SANDY CLAY 9.0 28.0 GRAY SAND 28.0 29.0 GRAY CLAY 11. REIIMARKS:
| |
| Bentonile seat from 15.0 to 17.0 Feet.(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, ;_ip Code)TOPOGRAPHIC
| |
| / LAND SETTING: 0-Slope DValley. DFlat ORidge 0 Other (check*appropriate box)LATITUDE I May be in dcgrees.minutes, sec.nds or LONGITUDE in a decimal format Latitude/longitude source: oGPS []Topographic map (location of well must be shown on a USGS topo map anc attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 29.0'b. DOES WELL REPLACE EXISTING WELL? YES 0 NO 91 c. WATER LEVEL Below Top of Casing: 14.0 FT.(Use "+" if Above Top of Casing)I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA, 2VELL CONSTRUCTION STANDARDS.
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| AND THAT A COPY OF THIS RECORE E, ROVIE o THE EL;ER c1 06/26/08 ff O g D A T E JOH\TNY BURR PRINT =D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 713-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Envirjnment and Natural Resiurces-Division of Water Quality WELL CONTRACTOR CERTFICATION
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| # 3)98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(it applicable)
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| ESS-64-C STATE WELL PERMIT#(if applicable)_
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| DWQ or OTHER PERMIT #(if applicable), WELL USE (Check Applicable Box) Monitoring El Municipal/Puzlic r1 Industrial/Commercial 0 Agricultural E3 Recovery 0 Injection (2 Irrigation[-
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| Other C3 (list use)DATE DRILLED 06/23/08 TIME COMPLETED AM 0 PM 0 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)IStreet Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: 0Slope OValley oFlat ORidge 0 Other_ _(check appropriate box)LATITUDE 3 May be in dzgrers.minutes..seconds or LONGITUDE in a decimal tormat Latitude/longitude source: cJGPS oTopographic rrap (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of tile business where the well is located.FACILITY ID #(if applicable)_
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 21,0 b. DOES WELL REPLACE EXISTING WELL? YES 0 NO 2(c. WATER LEVEL Below Top of Casing: 8.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 0.0 FT. Above Land Surface**Tol1 of casing terminated at/or below land surface may require a in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): NIA METHOD OF TEST N/A f. DI 3INFECTION:
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| Type N/A Amount N/A g. W %TER ZONES (depth): Fr 3m To From To Fiomrn___
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| To _ From_ To FRom_ To_ From -To 6. CASI IG: Thickness/
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| Depth Dia er Weih Material Fror1 0.0 To 11.0 Ft._2 INC SChT40 PVC Fror _ _ To _ Ft._Fror 1 To_ _ Ft._7. GR :)Ur: Depth Material Method Frot 1 0.0 To 7.0 Ft. Portland bentonite SLURRYTo Ft.Froi n__ To_ Ft.8. SCREEN: Depth Diameter Slot Size Material From 11.0 To 21.0 Ft.2.0 in. .010 in, PVC Fro n To _ Ft. in. _ in, Fro n To Ft. in. _ in.9. SAM D/GRAVEL PACK: Depth Size Material Fron 9,0 To 21.0 Ft. 20-40 Fine Silica Sand Fro n To Ft._Fro n To_ Ft.10. DRILLING LOG Fron To Formation Description 0.0 1.0 BL 1.0 4.0 YEt 4.0 14,0 BR 14.0 20.0 GF 20.0 21.0 GR 11. RE VIARKS: Bentoni.e seal from 7.0 to 9.0 Feet, WCK TOP SOIL.10W SANDY CLAY OWN SAND RAY SANDY CLAY AY SANDY CLAY 100 HEf :E CER rirY THAT T'IlS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCI , W L CONSTRUCTION STAND.S, AND THAT A COPY OF THIS NCCOR( TO THE WE NNER.---,Az 1,47/1 508 YURE O RTIFIED WE -7OTACT(7 JOHNNY BURR* DATE PRIN'(ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day,,. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 568.Form GW-lb Rev. 7/05 N ON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Res,,urces-Division of Watcr Quality WELL CONTRACTOR CERTIFICATION
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| # 3)98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR WVel Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 74..- 872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| ESS-65-C STATE WELL PERMIT#(if applicable)
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| OWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring E Municipal/Public f j Industrial/Commercial
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| [] Agricultural
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| [] Recovery 0 Injection
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| [3 ImgationO Other LI (list use)DATE DRILLED 06/24/08 TIME COMPLETED AM 0 PM [3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, _Zip Code)TOPOGRAPHIC
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| / LAND SETTING: EDSlope D'Valley [3Flat E3Ridge [0 Other (check appropriate box)LATITUDE 3 May be in d,!grets, minutes, seconds or LONGITUDE
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| __ --_in a decinal tbrrTa Latitude/longitude source: o GPS o Topographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the welt is located.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOF OF CASING IS 0.0 FT. Above Land Surface'"Tof of casing terminated at/or below land surface may require a v iriance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A I. Di:;INFECTION:
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| Type N/A Amount N/A g. WATER ZONES (depth): Fr )m To From To Frm)rn To From_ To Fr)m To_ From_ To 6. CASIIIG: Thickness/
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| Depth Diam Weiqht Material From 0.0 To 5.0 Fl.2 INCH SC40 PVC From_ ___To _ Ft._Fron t To Ft._7. GRI)UT: Depth Material Method Frori 0,0 To 1.0 Ft. Portland bentonite SLURRY Fror It To_ Ft.Fror t_ To_ Ft.B. SC iEEN: Depth Diameter Slot Size Material Fror _5.0 TO 15.0 Ft.2.0 in. .010 in. PVC Fror i_ " To_ Ft. in. _ in.Fror _ _ To_ Ft. in. _ in.9. SAN DIGRAVEL PACK: Depth Size Material Fror-m 3.0 To 15.0 Ft. 20-40 Fine Silica Sand Froi n_ To Ft._Froi n To Ft._10. DRI -LING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 12.0 BROWN SANOY CLAY Q 15.0 GRAY SANDY CLAY 11. RE! AARKS: Bentoni e seal from 1.0 to 3.0 Feet.100 HEF EBY TIF THAT THIS ELL WAS C~ffRUCE IN ACCORDANCE WITH A NCc C , ,IONSITANS A, NO THAT A COPY OF THIS RECORI AH .TOTHEWE NVIk'07/15/08 SIGN- 'URE OF CERTIFIED WELL CONTRACTOR DATE JOHNNY BURR PRINTfED NAME OF PERSON CONSTRUCTING THE WELL City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 15.0 b. DOES WELL REPLACE EXISTING WELL? YES LI NO F]c. WATER LEVEL Below Top of Casing: 5.0 FT.(Use "+" if Above Top of Casing)Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 568.Form GW-lb Rev. 7/05 NYON RESIDENTIAL WELL C('NSTRUCTiON RECORD North Carolina Department of Envir)nment and Natural Res,,urces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3)98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 _ .872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
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| ESS-66-C STATE WELL PERMIT#)rf applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring Vi Municipal/Public i7-Industrial/Commercial
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| [3 Agricultural El Recovery 0. Injection
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| [J Irrigation[]
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| Other 0 (list use)DATE DRILLED 06/24/08 TIME COMPLETED AM 0 PM L 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name. Numbers, Community, Subdiision.
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| Lot No.. Parcel, Zip C-ode)TOPOGRAPHIC
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| / LAND SETTING:[]Slope DValley EFlat CRidge C3 Other (check approprate box)LATITUDE 3 l Mav be in dgrees.minutes, secjnds or LONGITUDE in ai decimal foirmat Latitude/longitude source: EDGPS oTopographic map (location of well must be shown on a USGS topo map ancl attached to this form if not using GPS)4. FACILITY, is the name or the business where the well is locateii FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOF OF CASING IS 0.0 FT. Above Land Surface**To4 of casing terminated at/or below land surface may require a viriance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DI:;INFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): Fr im_ To_ From_ To Fr)m_ To From To Frtm _ To_ From_ To 6. CASIING: Thickness/
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| Depth Diameter Wei ht Material Fron 0.0 To 10.0 Ft. 2 INCH SCM'40 PVC From To_ _ Ft._Fron _ _ To Ft._7. GR)UT: Depth Matoxial Method Frort 0.0 To 6.0 Ft. Porland bentonile SLURRY Froe i_ To_ Ft.Fror i_ To_ Ft.8. SC iEEN: Depth Diameter Slot Size Material Frort 10.0 To 20.0 Ft,2.0 in. .010 in. PVC Fror _ _ To___ Ft. in. _ in.Fror i To Ft. in. _ in.9. SAN DIGRAVEL PACK: Depth Size Matenal Fror 1 8.0 To 20.0 Ft. 20-40 Fine Silica Sand Frot 1 To_ Ft._Frov i -To_ Fft._10. DRII.LING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 14.0 BROWN SAND 14.0 18.0 GRAY SAND 18.0 20.0 GRAY SANDY CLAY 11. REI IARKS;Bentonile seal from 6.0 to 8.0 Feet.I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA ' 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REA S BEEN PROVIDED TO TH.ELL OWNER"--" -4A 07/15/08[ATUoIýF CERTiFIEEOR DATE PRINT 0-D NAME OF PERSON CONSTRUCTING THE WELL City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.0, BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 20.0 b. DOES WELL REPLACE EXISTING WELL? YES El NO El c. WATER LEVEL Below Top of Casing: 9.0 Fl.(Use "+" if Above Top of Casing)Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Res )urces- Division of Water Quality WELL CONTRACTOR CE RTIFICATION
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| # 3)98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-67-C STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring E5 Municipal/Puolic
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| ;1 IndustriallCommercial D Agricultural
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| ] Recovery 0 Injection 1]Irrigationo Other [] (list use)DATE DRILLED 06/25/08 TIME COMPLETED AM 0 -PM C 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name. Numbers, Community, Subdivision.
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| Lot No., Parcel, Zio Code)TOPOGRAPHIC
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| / LAND SETTING: 0SIope ]Valley OFIaI ORidge 0] Other (check appropriate box)LATITUDE 3 May be in dmerees.minutes, seconds or LONGITUDE in a decimal tormat Latitude/longitude source: CGPS CTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is locateo.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or Town State Zip Co~e CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO. BOX 10429 SOUTHPORT NC 2,3419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 25.0 b. DOES WELL REPLACE EXISTING WELL? YES C] NO Elj c. WATER LEVEL Below Top of Casing: 12.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 0.0 FT. Above Land Surface**Tol, 1 of casing terminated at/or below land surface may require a ' 3riance in accordance with 15A NCAC 2C .0118.e. YIE LD (gpm): N/A METHOD OF TEST N/A f. DI MINFECTION:
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| Type N/A Amount N/A g. W NTER ZONES.(depth):
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| Fiomr To_. From To F Tom_ To_ _ From_ To Fiom_ To_ _ From _ To 6. CASI 'IG: Thickness/
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| Depth Diameter Weioht Material Fror) 0.0 To 15,0 Ft.2_INCH SC r4o PVC Fror i_ To_ Ft._Fror _ To_ Ft._7. GR )UT: Depth Material Method Fror ) 0.0 To 10.0 Ft. Portland bentonite SLURRY Fror 1 To -Ft.Froi__ To_ Ft.8. SCREEN: Depth Diameter Slot Size Material Froln 15.0 To 25.0 Ft2.0 in. .010 in. PVC Fro; n To Ft. in. in.Fro_ n_ To_ Ft. in. in.9. SAtN D/GRAVEL PACK: Depth Size Material Fron 130 To 25.0 Ft. 20-40 Fine Silica Sand Froi n To Ft. -Fron To_ Ft._10. DR) -LING LOG Frorr To Formation Description 0.0 1.0 BLAC 1.0 11.0 BROV 11.0 24.0 GRA 24.0 25.0 GRA 11. REIAIARKS:
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| Bentoni e seal from 10.0 to 13.0 Feet.]K TOP SOIL/N SAND Y SAND Y SANDY CLAY I0DO H, IrPY CERTIFY THAT TH IS WELL W ONSTRUCTEO IN ACCORDANCE WITH 1SA N 2 EL, N ,RUCTON ST RONS, AND THAT A COPY OF THISI~DEC T E t ,..L ý07/15108)N TURE OF CERTIFIED WELL CONTRACTOR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7; 3-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Res )urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # ý98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| ESS-68-C STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring F Municipal/Puolic
| |
| -Industrial/Commercial[]
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| Agricultural C] Recovery 0 Injection LJ Irrigation)]
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| Other )] (list use)DATE DRILLED 06/25/08 TIME COMPLETED AM 0 PM []3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)d. TOI OF CASING IS 0.0 FT. Above Land Surface' **TopI of casing terminated at/or below land surface may require a % ariance in accordance with 15A NCAC 2C .0118.e. YIE LD (9pm): N/A METHOD OF TEST N/A f, DISINFECTION:
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| Type N/A Amount N/A g. WTER ZONES (depth): FtoDm_ To_ From_ To Fiom_ To_ From_ To Fiom_ To_ From_ To 6. CASI 4G: Thickness/
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| Depth Diameter W Material Frori 0.0 To 9.0 Ft. 2 INCH 4 PVC Frori _ To_ Ft.Fror I_ To_ Ft._7. GR )UT: Depth Material Method Fror 1 0.0 To 5.0 Ft. Portland bentonite SLURRY Fror i_ I To_ Ft.Fror__ To_ Ft.8. SCREEN: Depth Diameter Slot Size Material From- 9.0 To 19.0 Ft.2.0 in. .010 in. PVC Fro _ _1 To Ft. in. in.Frowin_ To_ Ft. in. in.9. SA DIGRAVEL PACK: Depth Size Material From 7.0 To" 1 9.0 Ft. 20-40 Fine Silica Sand Fro n To_ Ft.Fro n To_ Ft.10. DRI -LING LOG I Frorr To Formation Description 0n 1 n RI A.K TOP R('CII (Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code)TOPOGRAPHIC
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| / LAND SETTING: DSlope OValley C]Flat []Ridge 0] Other (check appropriate box)LATITUDE 3 May be in d,:grccs.minutes, seconds or LONGITUDE in a decimal Forimat Latitude/longitude source: roGPS CDTopographic map (location of well must be shown on a USGS topo map anc'attached to this form If not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code C.. )-.Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 19.0 b. DOES WELL REPLACE EXISTING WELL? YES D] NO F]c. WATER LEVEL Below Top of Casing: 10.0 FT.(Use "+" if Above Top of Casing)1.0 4.0 4.0 18.0 18.0 .20.0 11. RE AARKS: YELLOW SANDY CLAY GRAY SAND GRAY SANDY CLAY Bentoni e seal from 5.0 to 7.0 Feet, IDO CE rIFY THAT THIS WELL WA NSTRUCTED IN ACCORDANCE WITH IRSA NC4 \L CO]TraCTION STANIIOS.
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| AND THAT A COPY OF THIS 4/ af -- 07/15/08 SSI- TURE OF CERTIFIED WELL CONTRACTOR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day-. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 868.Form GW- 1 b Rev. 7/05 NON RESIDENTIAL WELL C(ONSTRUCTION RECORD North Carolina Department of Environment and Natural Res,,urces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3)98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 _ .872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-69-C STATE WELL PERMIT#it applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring F Murirdpal/Puolic iT]Industrial/Commercial L- Agricultural b Recovery 0 Injection Ji Irrigationo Other [] (list use)DATE DRILLED 06/27/08 TIME COMPLETED AM F PM C 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: DSlope -Valley DFlat tjRidge 0 Other (check appropriate box)LATITUDE 3 .May be in derre,:s.minutes, sC ond .or LONGITUDE in a decima formai Latitude/longitude source: O[GPS oTopographic niap (location of wel/ must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name ot the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOF OF CASING IS 0.0 FT. Above Land Surface**To; of casing terminated at/or below land surface may require a v wdance in accordance with 15A NCAC 2C .01 I&e. YIELD (gpm): N/A METHOD OF TEST N/A f. DI AlNFECTION:
| |
| Type N/A Amount N/A g. W.%TER ZONES (depth): Fr_)m_ To -From_ To Fram To FFrom To Ft om _ To_ From -To 6. CASI 4JG: Thickness/
| |
| Depth Diameter Weiuht Material Fror 0.0 To 20.0 Ft. 2 INCH PVC Fror I_ To -Ft._Fror t To Ft._7. GR )UT: Depth Material Method Fror_1 0,0 To 16.0 Ft. Portland bentonitc SLURRY Frot__ To Ft.Froj i To Ft.8. SCREEN: Depth Diameter Slot Size Material Fromr 20.0 To 30,0 Ft.2, 0 in. .010 in. PVC Fron n To Ft. in. in.Froin__ To _ Ft. in. _ in, 9. SAlk D/GRAVEL PACK: Depth Size Material Fron 18.0 To 30.0 Ft. 20-40 Fine Silica Sand Fron To Ft.Fron To Ft._10. DRILLING LOG Frorr To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 5.0 BROWN SANDY CLAY 25-0 25.0 30.0 GRAY SAND GRAY SANDY CLAY City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State.'ip Codte Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES D NO K c. WATER LEVEL Below Top of Casing: 12.0 FT.(Use "+" if Above Top of Casing)11. REMARKS: Benton te seal from 16.0 to 18.0 Feet.I DO HE WEBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NC 2C WELL CONSTRUCTION STAN DS. AND THAT A COPY OF THISEN PROVIPED TO THE w OWNERiTURE 0,W--ERTiFIED IRACT;I K- DATE JOHNNY BURR PRIN-ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day 5. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 N T ON RESIDENTIAL WELL CC NSTRUCTION RECORD North Carolina Department of Environment and Natural Res( urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION#
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| 3_098 d. TOF OF CASING IS 0.0 FT. Above Land Surface'1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-70-C STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| _WELL USE (Check Applicable Box) Monitoring FI Municipal/Public -I Industrial/Commercial
| |
| [ Agricultural
| |
| [2 Recovery [] Ilnection PD Irrigation[
| |
| Other [2 (list use)DATE DRILLED 07/02/08 TIME COMPLETED AM 0 PM [2 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No, Parcel. Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING:[2SIope OValley [Flat [rRidge [2 Other (check appropriate box)LATITUDE -May be in d.grecs.minutes, seconds or LONGITUDE in a decimal forinat Latitude/longitude source: oGPS [oTopographic riap (kAcation of we#l must be shown on a USGS topo map and attached to this form ff not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)_
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC Cily or Town State Zip Ccde CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code d. TOF OF CASING IS 0.0 FT. Above Land Surface*'Tof of casing terminated at/or below land surface may require a v iriance in accordance with i5A NCAC 2C .0118.e. YIE.D (gpm): N/A METHOD OF TEST N/A f. DIU;INFECTION:
| |
| Type N/A Amount. N/A g. WATER ZONES (depth): Frm)rn To From__ To Fr)m_ To_ From_ To Frm_)rn To FFrom To_6. CASING: Thickness/
| |
| Depth Diamer Weiht vMaterial Frome 0.0 To 8.0 Ft._2 INC l PVC Front__ To_ Ft._Fron _ _ To Ft._7. GR,)UT: Depth Material Method Fror 1 0.0 To 4.0 Ft. Portland bentonile SLURRY Fror i_._ To_ Ft.Fro ____ To_ Ft.8, SCREEN: Depth Diameter Slot Size Material Froil 8.0 To_18.0 Ft2.0 in. .010 in. PVC Fron n -To _ Ft. in. _ in.Fros n _ To _ Ft. in. in.9. SAI% DIGRAVEL PACK: Depth Size Material Fro n 6.0 To 18.0 Ft. 20-40 Fine Silica Sand Fron To Ft.Fron To_ Ft._10. DRILLING LOG Fron To Formation Description 0.0 2.0 BLACK TOP SOIL 2.0 3.0 YELLOW SANDY CLAY 3.0 6 8.0 18.0 11. REMARKS: GRAY SAND BROWN BLACK SAND Area code -Phone number S. WELL DETAILS: a. TOTAL DEPTH:_15,0
| |
| : b. DOES WELL REPLACE EXISTING WELL? YES [] NO IF c. WATER LEVEL BelowTop of Casing: 10.0 FT.(Use "+" if Above Top of Casing)Bentor te seal from 4.0 to 6.0 Feet.I DO HERE CERTIFY THAT THIS WELL WAS IN ACCORDANCE WITH 1A NCh CNSTR '1ONNTAND5,ANDTHA1 ACOPYOF THIS RECOF T TOTHE 'S \TURE 0 RTIFIED WELL CONTRACTOR DATE JOHNNY BURR PRIN fED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-Ib Rev. 7105 IoN RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environmnent and Natural Rescurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3( 98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704. -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #0f applicable)
| |
| ESS-71-C STATE WELL PERMIT#lit applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E] Municipal/Public 1-]Industrial/Commercial D) Agricultural D) Recovery C) Injection 1_1 IrrigationD Other 0 (list use) _DATE DRILLED 06/30/08 TIME COMPLETED AM D PM [)3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision.
| |
| Lot No.. Parcel. :ip Code)TOPOGRAPHIC
| |
| / LAND SETTING: J]Slope DValley QFlat oRidge E3 Other (check appropdate box)LATITUDE May be in dtgrees, minutes. seconds or LONGITUDE in a decimal format Latitude/longitude source: oGPS DTopographic map (location of well must be shown on a USGS topo map ana attached to this form ifnot using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SCUTHPORT NC d. TOP OF CASING IS 0.0 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a w riance in accordance with 15A NCAC 2C .0118.e. YIEI.D (gpm): N/A METHOD OF TEST N/A f. INFECTION:
| |
| Type N/A Amount N/A g. W1ATER ZONES (depth): Frt m_ To ___ From_ To Frt m -To _ From_ To Fri m_ To_ From_ To 6. CASINIG: Thickness/
| |
| Depth Diameter WeihtZ Material Frorr 0.0 To 9.0 Ft._2 INCH PVC Frorr To Ft._Frorr To_ Ft._7. GRO UT: Depth Material Method Frorr 0.0 To. 5.0 Ft. Portlandbentonhe SLURRY Fron To_ Ft.Fron To_ Ft.8. SCIlEEN: Depth Diameter Slot Size Material Fron, 9.0 To_19.0 Ft.2.0 in. 010 in. PVC Fron t To_ Ft. in. _ in.Fron _ _ To_ Ft. in. _ in.9. SAN )IGRAVEL PACK: Depth Size Material Fror i 7.0 To 19.0 Ft. 20-40 Fine Silica Sand Fror 1 To Ft._Fror i To Ft._10. DRILLING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 2.0 YELLOW SANDY CLAY 2.0 ,1.0 GRAY SAND 18.0 19.0 GRAY SAND 11. REMARKS: Bentoni e seat from 5.0 to 7.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code L(i-__Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 19.0 b. DOES WELL REPLACE EXISTING WELL? YES C) NO F)c. WATER LEVEL Below Top of Casing: 8.0 FT.(Use "+" if Above Top of Casing).DO HEf YTH60. WEL WAý&STRUCTEO IN ACCORDANCE WITH 15ANCA F2j¶ ICTION STAII111RI.OF' o THItS RECOR IEN lED TO THE "W ll r 4j '07/16/08 SIG17ATURE OF CERTIFIED WELL CONTRACTOR JOHNNY BURR DATE PRINI ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day!. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7;3-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CCNSTRUCTION RECORD North Carolina Department of Environment and Natural Res( urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 31198 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Indivdual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 , -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| ESS-72-C STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public t1 IndustrialfCommercial C) Agricultural C0 Recovery 0 Inlection Ej Irrigationo Other 0 (list use)DATE DRILLED 07/02108 TIME COMPLETED AMD PMO, 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK.
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| HWY 87 (RIVER ROAD)d. TOF OF CASING IS 0,0 FT. Above Land Surface**To: of casing terminated at/or below land surface may require a v iriance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm)ý N/A METHOD OF TEST N/A f. 1IiINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): Fr)m_ To_ From_ To Fr)m_ To -From_ To Frn)m_ To_ From -To 6. CASING: Thickness/
| |
| Depth Dia eter Weioht Material Front 0.0 To 8.0 Ft._2 INCH SCif40 PVC Fron ___ To_ _ Ft._Fror i To Ft._7. GRO)UT: Depth Material Method Fror' 0,0 To 4.0 Ft. Portland bentonite SLURRY Fror 0. To_ Ft.Fror__ _ To_ Ft.8. SC REEN: Depth Diameter Slot Size Material FrofI 8.0 To 18.0 Ft.2.0 in. .010 in. PVC Fro _ -I To -Ft. in, _ in.Fro __ _ To Ft. in. _ in.9. SAh D/GRAVEL PACK: Depth Size Material Fro n 6.0 To 18.0 Ft, 20-40 Fine Silica Sand Fro n To_ Ft._Fro n To_ Ft._10. DRI.LING LOG Frorr To Formation Description 0.0 2.0 BLACK TOP SOIL 2.0 3.0 YELLOW SANDY CLAY 3.0 16.0 BROWN SAND 16,0 18.0 GRAY SAND 11. RE MARKS: Benton te seal from 4.0 to 6.0 Feet.(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zio Code)TOPOGRAPHIC
| |
| / LAND SETTING:[OSlope DValley [3Flat oRidge [C Other (check appropriate box)LATITUDE _ May be in d::grees.minutes. seconds or LONGITUDE ina decimal format Latitude/longitude source: ciGPS o Topographic map (location of we# must be shown on a USGS topo map and attached to this form ff not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)_
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip CodE Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 18.0 b. DOES WELL REPLACE EXISTING WELL? YES r] NO F c. WATER LEVEL Below Top of Casing: 7.0 FT.(Use "+" if Above Top of Casing)DO HE ?EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1SA NC. C C WELL CONSTRUCTION STAND S, ANo THAT A COPY OF THIS RECOR a N R TO THE WE NER.007/16/08 S rURE O ERTIFIED WýOIýAnTR DATE JOHNNY BURR PRIN" ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day!. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7 33-7015 ext 568.Form GW-lb Rev. 7/05 r NON RESIDENTIAL WELL CI )NSTRUCTION RECORD North Carolina Department of Environment and Natural Res)urces-Division of Water Quality WELL CONTRACTOR CERTIFICATION#
| |
| 2398 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -_ .872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-73-C STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring Kj Municipal/Public l Industrial/Commercial 0 Agricultural 0 Recovery C3 Injection El IrrigationC Other [C (list use)DATE DRILLED 07/01/08 TIME COMPLETED AM C PM O]3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: 0Slope oValley I-Flat ORidge [] Other (check appropriate box)LATITUDE -May be in degrees, minutes. seconds oI LONGITUDE in a decimal lrinat Latitude/longitude source: E GPS oTopographic map (location of well must be shown on a USGS topo nrap and attached to this form ff not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)SOUTHPORT NC d. TOP OF CASING IS 0.0 FT. Above Land Surface**Toi of casing terminated at/or below land surface may require a ,3riance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DI 3INFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): Fr To From____ To Fr am To_, From_ To Frmn _ To_ _ From_ To 6. CASIhlG: Thickness/
| |
| Depth Diameter WIN ht Material From 0.0 To 5_0 Ft. 2 INCH SP40 PVC Fron _ _ To Ft._Fron i_ To_ _ Ft._7. GROUT: Depth Material Method From 0.0 To 1.0 Ft. Portland bentonite SLURRY Fron I_ To_ Ft.Fron I_ To_ Ft.8. SCR EEN: Depth Diameter Slot Size Material Front 5.0 To 15.0 Ft2.0 in. .010 in. PVCTo Ft. in. _ in.Front , To_ Ft. in. it. __n 9. SAN 3/GRAVEL PACK: Depth Size Material Frorm 3.0 To 15.0 Ft, 20-40 Fine Silica Sand Fror 1 To Ft,_Fror _ _ To_ Ft, 10. DRILILING LOG From To Formation Description 0.0 1.0 BLACK TOP SOIL 1.0 4.0 YELLOW SANDY CLAY 4.0 10.0 BROWN SAND 10.0 150 BLACK SAND 11. RE a I ARKS: 8entonit,:
| |
| sea( from 1.0 to 3.0 Feet.City or Town State , Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PRO. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 15.0 b. DOES WELL REPLACE EXISTING WELL? YES 0 '10 91 c. WATER LEVEL Below Top of Casing: 4.0 FT.(Use "+" if Above Top of Casing)100 HER, BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 150gCA( 2C. WELL CONSTRUCTION SNDARDS, AND THAT A COPY OF THIS RD tAS BEEN Pio VIDEO TO OWNER.07/16/08;GNA" b IFIED --ELL CONTRACTOR DATE JOHNNY BURR I PRINTEI.D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73 3-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resiurces-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3)98 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORA.TION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code872-7686 L Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| ESS-74-C STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring
| |
| : 9) Municipal/Public .j Industrial/Commercial 0 Agricultural 0 Recovery o Injection l1 Irrigationo Other r (list use)DATE DRILLED 07/01/08 TIME COMPLETED AM E-. PM_3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)d. TOF OF CASING IS 0.0 FT. Above Land Surface**Tor of casing terminated at/or below land surface may require a v iriance in accordance with 15A NCAC 2C .0118.e. YIED (gpm): N/A METHOD OF TEST N/A f. DO!;INFECTION:
| |
| Type N/A Amount N/A g. WijTER ZONES (depth): From -To_ From_ To From_ To_ From_ To Fr)m_ To_ From_ To_6. CASIIIG: Thickness/
| |
| Depth Weioht Material Frorr 0.0 To 10.0 Ft.21N2F S2 1-40 PVC Frorr To Ft. -Frorr To Ft.7. GR(OUT: Depth Material Method Fron 0.0 To 6.0 Ft. Portland bentonite SLURRY Frorr To_ Ft.Fronr To Ft.8. SCIIEEN: Depth Diameter Slot Size Material Fron 10.0 To 20.0 Ft.2.0 in. .010 in. PVC Fron To_ Ft. in. _ in.From _To Ft. in. -in.9. SANI)/GRAVEL PACK: Depth Size Material Front 8.0 To 20.0 Ft. 20-40 Fine Silica Sand Fron I To_ Ft._Froni To Ft.10. DRILLING LOG From To Formation Description 0.0. 2.0 BLACK TOP SOIL 2.0 3.0 YELLOW SANDY CLAY 10 160 BROWN SAND 16.0 20.0 BROWN SAND 11. REIh ARKS: Bentoniti seal from 6.0 to 8.0 Feet.(Street Name, Numbers, Community.
| |
| Subdivision, Lot No., Parcel, 2ip Code)TOPOGRAPHIC
| |
| / LAND SETTING: D]Slope EIValley C Flat r Ridge r Other, (check appropriate box)LATITUDE _ May be in degrees, minutes, seccnds or LONGITUDE in a decimnal brinat Latitude/longitude source: o GPS oTopographic tmap (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87. (RIVER ROAD)SOUTHPORT NC City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 20.0 b. DOES WELL REPLACE EXISTING WELL? YES 0 NO f_c. WATER LEVEL Below Top of Casing: 8.0 FT.(Use "+" if Above Top of Casing)I DO HERI BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1 SA NcA w LL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOR ' N P .TO THE NER.07/16/08 S URE Ot RTIFIED W DATE JOHNNY BURR PRINT[ID NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7311-7015 ext 568.Form GW-lb Rev. 7/05 SS.CýýSitewide Groundwater Assessment Report Brunswick Nuclear Power Plant Owner Controlled Area May 2009 Appendix B Tabulated Groundwater Analytical Results
| |
| -o 9 9 9 9 S04 04'o 0m mm C? IN CC,99N Cor Co?No cO a. mo M D I. .9 9 ww-c Cc Co l 16r'90 990 wo w4 o o~-Coý 'eNqC C) CNND zt! V V Co CL C 2 -0 0 4'0 9 Co 0 v m m O o~o o o ono ( C , w 0mmm mm m 4O N .-A~ i m~ m m m m~ m m m m-It v44 -z 44 Co~~~~~~~~~~~~
| |
| ~~~ mN m mN N N N N NNCNN N N NCNNNNN N N V V V V V v Vv Co oCz ooC~ oC~ ooC~ ooC oC oC oC oC oooC ooooC ooC~ ooC~~ o C C)~2 99 9 9 9 9 9 09 9 9 0 0 9 9 I--lh f 0 .H-. -' o bo 6 44. 6 66 6 mm CN CNCNCNN-.I.4--
| |
| .mmmm m --. m mm mmmm mm 1vv41410jilj I NI Co I 14141 I NI N vI vi ivVIVI V ViVIV VI ýV ýVkvv VI'VIV IvIMv 1 @l Cvo I~OI m I 14IV NoI.............. ....I .... .9 9 9.0 7 75 Co 4 0A 0: ,.0 Co N5 0M Co 0 0 0 03 5055 , 4 2F 5 ,.H Co H .-0o Co 0 Co 00 0 0 60 0 4 000 994 0 CA uuuu Acn. ML081050029
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| ..APR. 0 3 2008 SERIAL: BSEP 08-0043 U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001
| |
| | |
| ==Subject:==
| |
| Brunswick Steam Electric Plant, Unit Nos. 1 and 2 Docket Nos. 50-325 and 50-324/License Nos. DPR-71 and DPR-62 Voluntary Groundwater Protection Plan Report Ladies and Gentlemen:
| |
| In accordance with the Nuclear Energy Institute (NHE) Industry Groundwater Protection Initiative, Carolina Power & Light Company, now doing business as Progress Energy Carolinas, Inc., submits the enclosed voluntary report identifying tritium concentrations in onsite water samples at the Brunswick Steam Electric Plant.No regulatory commitments are contained in this letter. Please refer any questions regarding this submittal to Mr. Randy C. Ivey, Manager -Support Services, at (910) 457-2447.Sincerely, Edward L. Wills, Jr.Plant General Manager Brunswick Steam Electric Plant LJG/ljg
| |
| | |
| ==Enclosure:==
| |
| | |
| Voluntary Groundwater Protection Plan Report Progress Energy Carolinas, Inc.Brunswick Nuclear Plant PO Box 10429 Southport, NC 28461 Document Control Desk BSEP 08-0043/ Page 2 cc (with enclosure):
| |
| U. S. Nuclear Regulatory Commission, Region H ATTN: Mr. Victor M. McCree, Regional Administrator (Acting)Sam Nunn Atlanta Federal Center 61 Forsyth Street, SW, Suite 23T85 Atlanta, GA 30303-8931 U. S. Nuclear Regulatory Commission ATTN: Mr. Joseph D. Austin, NRC Senior Resident Inspector 8470 River Road Southport, NC 28461-8869 U. S. Nuclear Regulatory Commission (Electronic Copy Only)ATTN: Mrs. Farideh E. Saba (Mail Stop OWFN 8G9A)11555 Rockville Pike Rockville, MD 20852-2738 U. S. Nuclear Regulatory Commission (Electronic Copy Only)ATTN: Mr. Stewart N. Bailey (Mail Stop OWFN 8B1)11555 Rockville Pike Rockville, MD 20852-2738 Chair -North Carolina Utilities Commission P.O. Box 29510 Raleigh, NC 27626-051 Ms. Beverly 0. Hall Chief- Radiation Protection Section North Carolina Department of Environment and Natural Resources 3825 Barrett Drive Raleigh, NC 27609-7221 BSEP 08-0043 Enclosure Page 1 of 2 Voluntary Groundwater Protection Plan Report Background The Nuclear Energy Institute (NEI) Industry Groundwater Protection Initiative is a voluntary industry-wide effort designed to assure timely detection of, and effective responses to, situations involving inadvertent radiological releases in groundwater to prevent migration of licensed radioactive materials offsite. NEI has issued guidance for development of action plans and a voluntary communications protocol.
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| The voluntary communication protocol requires submittal of a 30-day written report to the NRC for any water sample result from an onsite groundwater monitoring well that exceeds the criterion in the Brunswick Steam Electric Plant Radiological Environmental Monitoring Program (REMP)/ Off-site Dose Calculation Manual (ODCM), and is, or could potentially be, used as a source of drinking water.On June 13, 2007, tritium levels in excess of NEI voluntary reporting criteria (i.e., 30,000 pCi/L for onsite groundwater, as specified in the ODCM) were confirmed to be present in new onsite shallow groundwater monitoring wells. A 10 CFR.50.72 report (i.e., EN 43420) was made with this information on June 13, 2007. Additionally, state and local officials were contacted to inform them of the findings.
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| A public meeting was held on June 19, 2007, to offer local residents an opportunity to hear actions being taken in response to this finding and to respond to their questions or concerns.On March 7, 2008, an ongoing investigation determined that tritium levels in excess of NEI voluntary reporting criteria in an onsite shallow groundwater.monitoring well resulted from a condition not previously reported.
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| A follow-up notification was made on March 7, 2008, in accordance with.10 CFR 50.72 (ite., EN 44041) containing this information.
| |
| Additionally, state and local officials were contacted to inform them of the findings.Analysis The initial report made on June 13, 2007, identified an onsite shallow groundwater well (i.e., ESS-18C) near the Storm Drain Stabilization Pond (SDSP) exceeding the NEI voluntary reporting criteria.
| |
| As previously indicated in that report (i.e., EN 43420), the storm drain system routes tritiated water into the SDSP. Overflow from the Turbine Building air-wash system was identified as the primary contributor to the storm drain system. The air-wash is no longer routed into the storm drains, which eliminated the major source of tritium into the storm drain collection system.On March 7, 2008, an ongoing investigation determined that tritium levels in excess of NEI voluntary reporting criteria present in an onsite shallow groundwater well (i.e., ESS-2C), resulted from a condition not previously reported.
| |
| Though elevated levels of tritium for each incident are most likely a result of the same source (i.e., effluent routed in the storm drain collection system), subsequent investigations indicate that the storm drain piping may allow an inadvertent pathway to groundwater in close proximity to ESS-2C. The monitoring wells are well within the boundaries of the site owner controlled area and there is no indication that tritium has migrated into any drinking water.
| |
| BSEP 08-0043 Enclosure Page 2 of 2 Carolina Power & Light Company (CP&L), now doing business as Progress Energy Carolinas, Inc., continues to take actions to address the elevated tritium levels. CP&L has installed 30 new wells, including shallow, intermediate, and deep wells, since June, 2007, as part of the ongoing groundwater monitoring program. In addition, 12 previously existing wells continue to be monitored.
| |
| The monitoring wells are located around the plant site in order to: (1) determine the extent of tritium levels in the groundwater, and (2) confirm the hydrologic conditions, including the pattern, of the affected area. A site conceptual model determining the groundwater flow profile has been completed by a third-party vendor and a final review is in progress.Conclusion An environmental sampling program and ongoing analysis has demonstrated that there has been no adverse offsite impact resulting from this condition.
| |
| CP&L is implementing a response plan which includes actions to fully determine the extent of the elevated tritium, and to confirm the hydrologic conditions of the affected area. Based on the results of these actions, CP&L will establish appropriate long-term actions to address the situation.
| |
| ýjjr Progress Energy l~n L072150 376 7 July 12, 2007 SERIAL: BSEP 07-0068 U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001
| |
| | |
| ==Subject:==
| |
| Brunswick Steam Electric Plant, Unit Nos. 1 and 2 Docket Nos. 50-325 and 50-324/License Nos. DPR-71 and DPR-62 Voluntary Groundwater Protection Plan Report Ladies and Gentlemen:
| |
| In accordance with the Nuclear Energy Institute (NEI) Industry Initiative on Groundwater Protection, Carolina Power & Light Company, now doing business as Progress Energy Carolinas, Inc., submits the enclosed voluntary report identifying tritium concentrations in onsite water samples at the Brunswick Steam Electric Plant.No regulatory commitments are contained in this letter. Please refer any questions regarding this submittal to Mr. Randy C. Ivey, Manager -Support Services, at (910) 457-2447.Sincerely, (~J.....................)i" i ,: Terry D. Hobbs Plant General Manager Brunswick Steam Electric Plant LJG/Ijg
| |
| | |
| ==Enclosure:==
| |
| | |
| Voluntary Groundwater Protection Plan Report Progress Energy Carolinas, Inc-BlullngvvicE Nt'&,'ba Plant PCT Box 101:19 SOUWIVoIl N, 1.ý Ii I Document Control Desk BSEP 07-0068 / Page 2 cc (with enclosure):
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| U. S. Nuclear Regulatory Commission, Region 11 ATIN: Dr. William D. Travers, Regional Administrator Sam Nunn Atlanta Federal Center 61 Forsyth Street, SW, Suite 23T85 Atlanta, GA 30303-8931 U. S. Nuclear Regulatory Commission ATTN: Mr. Eugene M. DiPaolo, NRC Senior Resident Inspector 8470 River Road Southport, NC 28461-8869 U. S. Nuclear Regulatory Commission (Electronic Copy Only)ATTN: Mr. Stewart N. Bailey (Mail Stop OWFN 8B1)11555 Rockville Pike Rockville.N MI 20852-2738 Chair -North Carolina Utilities Commission P.O. Box 29510 Raleigh, NC 27626-051 Ms. Beverly 0. Hall Chief -Radiation Protection Section North Carolina Department of Environment and Natural Resources 3825 Barrett Drive Raleigh, NC 27609-7221 BSEP 07-0068 Enclosure Page 1 of 2 Voluntary Groundwater Protection Plan Report Background The Nuclear Energy Institute (NEI) Industry Groundwater Protection Initiative is a voluntary industry-wide effort designed to assure timely detection of, and effective responses to, situations involving inadvertent radiological releases in groundwater to prevent migration of licensed radioactive materials offsite. NEI has issued interim guidance for development of action plans and a voluntary communications protocol.
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| The voluntary communication protocol requires submittal of a 30-day written report to the NRC for any sample result that exceeds the criterion in the Brunswick Steam Electric Plant Radiological Environmental Monitoring Program (REMP)! Off-site Dose Calculation Manual (ODCM) and that could potentially reach the groundwater that is, or could be in the future, used as a source of drinking water.On May 8. 2007, measurable levels of tritium were identified in two manholes (i.e., MW-5 and MW-6) that route cable to a nearby meteorological tower. The manholes are located within the boundaries of the site owner controlled area. The manholes are also in close proximity to the Storm Drain Stabilization Pond (SDSP). The SDSP is an area of approximately 64 acres consisting of a non-lined perimeter dike of approximately 12 to 15 feet in height. The site storm drain system collects in the storm drain collector basin and is then pumped to the SDSP. The storm drain collector basin receives overflow from the Turbine Building air-wash system, which contains tritium. By plant design, the water from the SDSP is then pumped into the intake canal during monitored, controlled releases, compliant with all permits and regulations.
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| On June 13. 2007. tritium levels in excess of NEI voluntary reporting criteria (i.e., 30,000 pCi/L for onsite groundwater, as specified in the ODCM) were confirmed to be present in new onsite shallow groundwater wells. The highest level observed in the shallow groundwater wells was 506,500 pCi/L, at a depth of 5 to 20 feet. A 10 CFR 50.72 (i.e.. EN 43420) report was made with this information on June 13, 2007. Additionally, state and local officials were contacted to inform them of the findings.
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| A public meeting was held on June 19. 2007, to offer local residents an opportunity to hear actions being taken in response to this finding and to respond to their questions or concerns.Analysis Carolina Power & Light Company (CP&L), now doing business as Progress Energy Carolinas, Inc., continues to take actions to address the unmonitored tritium release. The primary source of tritium to the SDSP was determined to be coming from the Turbine Building air-wash system overflow, which has now been isolated and is being routed to the radwaste system. An evaluation is in progress to determine the root cause of this event and the long-term corrective actions to address this condition.
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| CP&L is installing new shallow, intermediate, and deep wells around the perimeter of the SDSP in order to: (I) determine the extent of the release, and (2) confirm the hydrologic conditions, including the pattern, of the affected area. To date, a total of nine (9) new shallow vwells and six (6) intermediate sampling wells have been installed.
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| Thus far, approximately 100 samples. from both onsite and offsite locations (including surface water), have been analyzed.
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| Tritium analyses BSEP 07-0068 Enclosure Page 2 of 2 in offsite samples have been below the detection level. Additionally, tritium has been below detection levels in the Castle Hayne aquifer; the main drinking water aquifer for the area which is located at a depth of approximately 150 feet. To date, tritium activity in sample results from onsite shallow and intermediate sampling wells have not exceeded the originally reported maximum level of 506,500 pCi/L. The highest value in intermediate wells was 5,406 pCi/L. To date, it does not appear that the intermediate groundwater is connected to the Castle Hayne aquifer. Surface water samples (e.g., standing water in ditches near the SDSP) has contained tritium levels exceeding 800,000 pCifL. A collection system has been installed to collect and route the surface water back to the SDSP.Conclusion Preliminary sampling and analysis has demonstrated that there has been no adverse offsite impact resulting from this condition.
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| CP&L is implementing a response plan which includes actions to fully determine the extent of the release, and confirm the hydrologic conditions of the affected area. Based on the results of these actions, CP&L will establish appropriate long-term actions to address the situation.
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| GROUNDWATER ASSESSMENT REPORT PROTECTED AREA BRUNSWICK NUCLEAR PLANT SOUTHPORT, NORTH CAROLINA PREPARED FOR: SProgress Energy PROGRESS ENERGY CAROLINAS PREPARED BY: Iss.SILAR SERVICES, INC.983 BUTLER PIKE BLUE BELL, PA 19422 October 2009 SS.Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 Table of Contents INTRODUCTION
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| .............................................................................
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| 1-1 1.1 Purpose of Report ......................................................................
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| 1-1 1.2 Project Background
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| .....................................................................
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| 1-2 1.2 .1 S ite L o cation ..................................................................................
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| 1-2 1.2.2 Project B ackground
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| ........................................................................
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| 1-2 1.3 Scope and Objectives
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| ..................................................................
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| 1-3 1.4 Report Organization
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| .....................................
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| 1-3 2 ASSESSMENT ACTIVITIES AND FINDINGS ...........................
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| 2-1 2.1 Soil Investigation
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| ........................................................................
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| 2-3 2 .1.1 M eth o d s .............................................................................................
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| 2 -3 2.1.2 Findings .... ............................
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| ....... 2-4 2.1.2.1 Radiological Results -Soil Samples ....................................
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| 2-4 2.2 Groundwater Investigation Activities
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| .........................................
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| 2-5 2.2.1 Groundwater Profiling
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| ..............................
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| 2-5 2.2.1.1 Groundwater Screening Point Installation and Sampling M eth o d s ................................................................................
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| 2 -6 2.2.1.2 Analytical Results -Groundwater Screening Analytical R e su lts ..................................................................................
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| 2 -8 2.2.2 Groundwater Monitoring Well Installation
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| ........................................
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| 2-9 2.2.3 Groundwater Monitoring
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| .......................................................
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| ...........
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| 2-I 1 2.2.3.1 Groundwater Elevation Measurements
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| .........................
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| 2-11 2.2.3.2 Groundwater Sampling ......................................................
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| 2-11 2.2.3.3 Groundwater Analytical Results Summary -Shallow M onitoring W ells .................
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| I ...........
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| ..................................
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| 2-13 2.2.3.4 Groundwater Analytical Results Summary -Intermediate M onitoring W ells ...............................................................
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| 2-15 ES-I Groundwater Assessment Report ss .Protected Area.X Brunswick Nuclear Power Plant October 2009 2.3 Surveying and M apping ...........................................................
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| 2-16 3 PHYSICAL CHARACTERISTICS OF THE STUDY AREA ..... 3-1 3.1 Surface Features ..........................................................................
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| 3-1 3.2 Geology ......................................................................................
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| 3-3 3.2.1 Regional Geology and Hydrogeology
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| ...............................................
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| 3-3 3.2.2 Site-Specific Geology ........................................................................
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| 3-6 3.3 Groundwater Hydrology
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| ..............................................................
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| 3-9 3.3.1 Shallow A quifer .................................................................................
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| 3-9 3.3.2 Intermediate Aquifer ........................................................................
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| 3-10 3.3.3 Groundwater in the Plant Backfill ....................................................
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| 3-12 4
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| ==SUMMARY==
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| AND CONCLUSIONS
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| ..........................................
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| 4-1 4.1 Summ ary of Soil Conditions
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| ......................................................
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| 4-2 4.2 Summ ary of Groundwater Conditions
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| .........................................
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| 4-3 4.3 Conclusions
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| ......................
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| .........
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| ..........................
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| I ..............
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| 4-5 5 RE FERE NCES ................................................................................
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| 5-1 ES-2 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 LIST OF FIGURES Figure 1 Site Location Map Figure 2 Site Layout Figure 3 Protected Area Groundwater Screening Locations Figure 4 Protected Area Groundwater Monitoring Well Locations Figure 5 Analytical Results -Soil Samples Figure 6 Analytical Results -Groundwater Screening Samples Figure 7 Analytical Results -Groundwater Samples Figure 8 Geologic Cross Section A-A'Figure 9 Geologic Cross Section B-B'Figure 10 Potentiometric Surface Map -Shallow Wells -October 3, 2008 Figure 11 Potentiometric Surface Map -Shallow Wells -October 9, 2008 Figure 12 Potentiometric Surface Map -Deep Wells -October 3, 2008 Figure 13 Potentiometric Surface Map -Deep Wells -October 10, 2008 LIST OF TABLES Table 1 Summary of Investigation Locations/Rationale Table 2 Analytical Results -Soil Samples Table 3 Analytical Results -Groundwater Screening Samples Table 4 Monitoring Well Construction Summary Table 5 Water Elevation Measurements
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| -October 3 and October 9, 2008 Table 6 Analytical Results -Groundwater Samples LIST OF APPENDICES Appendix A Boring Logs/Well Completion Reports Appendix B DENR Well Construction Records Appendix C Plant Foundation Pre-Construction Drawings ES-3 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 1 INTRODUCTION 1.1 Purpose of Report Silar Services Incorporated (SSi) has prepared this Groundwater Assessment Report (GAR) to document the results of groundwater assessment activities performed within the Protected Area (PA) of the Brunswick Nuclear Plant (BNP), located in Southport, Brunswick County, North Carolina.
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| The PA includes all accessible areas within the secured access area of the power generating facility, and the assessment of the PA included areas adjacent to the perimeter of the PA. The purpose of the groundwater assessment in the PA was to evaluate the geology and hydrogeology in the PA and to identify the presence and extent of radiological materials in groundwater within the PA of the BNP.The groundwater assessment was initiated in the PA to characterize groundwater quality at areas where tritium and/or other radiological sources are known to exist as part of Progress Energy's commitment to comply with the Industry Groundwater Protection Initiative (NEI, 2007) and to address recommendations provided by American Nuclear Insurers after the completion of a routine inspection of the BNP.The scope of the groundwater assessment in the PA was also developed to assist in determining the source of persistent elevated concentrations of tritium detected in monitoring well ESS-2C.The activities included in the groundwater assessment were established consistent with industry standard practice and guidance documents associated with the protection of groundwater resources from radiological materials, including the following:
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| * Guideline for Implementing a Groundwater Protection Program at Nuclear Power Plants [Electric Power Research Institute, November, 2007]; and,* Industry Ground Water Protection Initiative
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| -Final Guidance Document[Nuclear Energy Institute (NEI), August 2007].1-1 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 The groundwater assessment activities were initiated at the Site in July 2008, and this report provides a comprehensive presentation of the activities completed to date and the findings of the assessment.
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| 1.2 Project Background This section includes information on the location, description and history of the Site.1.2.1 Site Location The Brunswick Nuclear Plant Site is located approximately 2.5 miles north-northeast of the City of Southport, Brunswick County, North Carolina, and is situated on approximately 1,200 acres of land. The Site location is depicted on Figure 1.The PA includes all accessible areas within the secured access area of the power generating facility and areas adjacent to the perimeter of the PA. The Site layout, including the various areas is depicted on Figure 2.Areas not included as part of this assessment include the Storm Drain Stabilization Pond (SDSP), and the Site-Wide Area of the BNP. The groundwater assessments of the SDSP and the Site-Wide Area have been completed and the results are summarized in separate reports provided to Progress Energy.1.2.2 Project Background The NEI Ground Water Protection Initiative identifies actions to improve utilities' management and response to instances where the inadvertent release of radioactive substances may result in low but detectible levels of plant-related materials in subsurface soils and water. The inadvertent releases addressed by this initiative fall outside the current requirements of the Nuclear Regulatory Commission (NRC) and are well below the NRC's limits that ensure protection of public health and safety. This GAR meets objectives 1.1 and 1.3 of the NEI guidance by characterizing the 1-2 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 groundwater hydrogeology and performing initial groundwater sampling and analysis in the vicinity of the PA to be considered in the development of a long-term groundwater monitoring program at the BNP.1.3 Scope and Objectives The overall objectives of the groundwater assessment in the Protected Area were to provide sampling points to evaluate groundwater quality, to assess potential sources of contamination in the PA, and to characterize the geology and hydrogeology of the PA.The scope of the assessment included the collection of groundwater data as close as reasonably possible to the identified systems, structures, or components (SSCs) in the PA that contain or could contain licensed material and for which there is a credible mechanism for the licensed material to reach ground water. The information collected within the PA will be utilized in conjunction with other data collected in the owner controlled area (OCA) to establish a comprehensive site-wide groundwater monitoring program to ensure timely detection of inadvertent radiological releases to groundwater.
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| In addition to the primary objectives of the groundwater assessment, an evaluation of potential radiological materials in subsurface soils was completed via the collection and analysis of soil samples obtained from the borings included in the groundwater assessment program. The soils component of the assessment was added to the scope of the groundwater assessment to provide additional information in support of long-term considerations associated with subsurface materials in the PA.1.4 Report Organization The organization and content of the remainder of this report are described below.Section 2.0 -Investigation Activities and Findings Section 2 provides a summary of the activities completed during planning and implementation of the assessment.
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| The methods, locations, and results of the sampling and analysis program are summarized in detail for soil and groundwater.
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| 1-3 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 Section 3.0 -Physical Characteristics of the Study Area A description of the study area including surface features, geology and soils, surface water hydrology, and groundwater hydrology is provided in Section 3.Section 4. 0 -Summary and Conclusions A summary of the environmental conditions relevant to satisfying the objectives of the investigation
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| 'are provided in Section 4.Section 5.0 -References Section 5 presents a list of references utilized during the preparation of this report.1-4 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 2 ASSESSMENT ACTIVITIES AND FINDINGS The planning and implementation of the PA groundwater assessment was completed in several phases. The sequence of these activities is generally summarized below.Following this general summary, a detailed description of the field activities, methods, and findings of the soil and groundwater assessment is provided.The planning of the groundwater assessment activities involved a number of meetings that included appropriate plant personnel and groundwater professionals to identify SSCs within the PA and to select assessment locations in the vicinity of the SSCs that would provide the necessary information to meet the intent of the NEI initiatives.
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| Additionally, the selected investigation locations were carefully examined by plant engineering personnel in order to target each sampling area as reasonably close to a respective SSC as possible while maintaining the integrity of the plant infrastructure.
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| Twenty-four (24) groundwater screening locations were selected within and around the PA for inclusion in the assessment at locations shown on Figure 3. Drilling and monitoring well installation activities were performed by Geologic Exploration, Inc. of Statesville, North Carolina and overseen by SSi.The protected area groundwater assessment field activities were completed in two phases. The first phase was completed from May 30, 2008 to August 28, 2008, and included the following activities:
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| * Groundwater profiling at five (5) temporary groundwater screening locations (TP-PA1 through TP-PA5) at areas around the perimeter of the PA, as summarized in Section 2.2;* Collection of soil samples at sixteen (16) locations within the protected area (TP-PA6 through TP-PA24) as summarized in Section 2.1;2-1 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009* Groundwater profiling at nineteen (19) temporary groundwater screening locations (TP-PA6 through TP-PA24) within the PA, as summarized in Section 2.2; and,* Collection of groundwater screening samples from various depth intervals at each location, as summarized in Section 2.2.The installation of the screening locations in the PA (TP-PA6 through TP-PA24) was completed by using air-assisted soil boring techniques to avoid potential damage to subsurface utilities and plant infrastructure (Section 2.1.1). After each location was safely cleared for deeper investigation, Geo-probe drilling techniques were utilized to advance each boring to pre-determined depth intervals for the collection and analysis of groundwater screening samples. Geo-probe drilling techniques were utilized exclusively at locations TP-PA1 through TP-PA5 since there were no potential subsurface conflicts with critical plant infrastructure.
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| Phase 2 of the assessment was completed from August 29, 2008 to September 19, 2008, and included the evaluation of the screening data, the installation and development of groundwater monitoring wells, and the completion of the first complete round of groundwater monitoring activities.
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| The groundwater screening results provided the basis for selecting the location(s) and depth(s) at which to install the permanent groundwater monitoring well network in the protected area. These activities are described in detail in Section 2.2. The locations of the groundwater monitoring wells installed in the protected area are depicted on Figure 4.The activities and findings are summarized in the following subsections.
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| The analytical results are presented and, where concentrations of radiological materials were observed, the results are also presented on figures. Throughout this section, groundwater data are compared and discussed with respect to the USEPA drinking water standard of 20,000 pCi/L (picocuries per liter).2-2 Groundwater Assessment Report 8 8 .Protected Area Brunswick Nuclear Power Plant October 2009 2.1 Soil Investigation The soils investigation included the collection soil samples from borings advanced within the PA (TP-PA6 through TP-PA24) to evaluate whether radiolonuclides may be present in the shallow subsurface soils within the PA as a result of historical inadvertent releases.
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| The methods and findings of these activities are summarized in the following subsections.
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| 2.1.1 Methods During the initial phase of the assessment, the initial 14-feet of each soil borings was advanced into the subsurface using an air knife to eliminate the potential risk of damaging critical infrastructure.
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| The air knife activities were performed by McKim & Creed of Raleigh, North Carolina and overseen by SSi. The air knife method uses a combination of a focused stream of pressurized air in conjunction with applied vacuum to advance a 12-inch diameter boring into the subsurface.
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| At depths greater than 14 feet below ground surface (BGS), soil sampling was completed using direct-push drilling techniques in general accordance with ASTM D 6282 at the screening locations.
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| Soil samples were generally collected at 5-foot intervals using a 5-foot macro-core sampling tube and new acetate liners to provide detailed information in support of the development of geologic and hydrogeologic cross sections for areas within the protected area.Borehole logs were maintained by a Professional Geologist for all borings advanced during the drilling program. The boring logs were recorded to document the results of the soil sampling activities and support an interpretation of the subsurface stratigraphy and geologic framework at the Site.Interpretation of borehole logs and soil cores provide tools that aid in understanding the geologic and hydrogeologic framework of the Site. The borehole logs (Appendix A) describe soil units/lithologies encountered, depths 2-3 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 of various strata, moisture content, and other pertinent data. Section 3.2 (Geology) and Section 3.3 (Groundwater Hydrology) describe additional details regarding the physical site settings.A total of thirty-four (34) soil samples were collected for analysis and were analyzed in the on-site radiochemistry laboratory by Progress Energy chemists.All soil samples were analyzed for gamma-spec radionuclides.
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| The soil samples were collected while advancing the initial 10-feet of each boring in the unsaturated zone with the air knife.2.1.2 Findings The general purpose of the soil investigation program was to identify the presence/absence of radionuclides in shallow subsurface soils and to characterize the subsurface stratigraphy in the vicinity of the SDSP. The results of the analyses of the soil samples collected during the assessment are discussed below in Section 2.1.2.1. The findings of the soil boring investigation with respectto the geology and hydrology are discussed in Section 3.2 (Geology) and Section 3.3 (Groundwater Hydrology).
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| Borehole logs for each of the soil borings are included as Appendix A.2.1.2.1 Radiological Results -Soil Samples A total of thirty-four (34) soil samples were collected for purposes of determining the presence/absence of radiological materials in shallow subsurface soils in the PA. The samples were analyzed for gamma-emitting isotopes.
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| The results are presented in Table 2. Figure 5 presents the locations and results of soil samples that exhibited a detection of radionuclides above the background level of radiological activity.2-4 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 As depicted on Figure 5, four of the locations in the PA exhibited a detection of the gamma-emitting isotope Cesium-137.
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| Three of the four locations (TP-PA8, TP-PA9, and TP-PA10) are within the transformer yard, and one location (TP-PA16) is near the Radwaste Building.It is important to note that the soil investigation activities were generally not performed with the intent of providing a detailed profile of the nature and extent of radiological materials in the soils underlying the PA. The results of the soil assessment are intended to provide general information in support of future plant operation and maintenance considerations, and to provide preliminary information in support of decommissioning planning.2.2 Groundwater Investigation Activities The overall objectives of the groundwater assessment were to provide sampling points to evaluate groundwater quality in order to assess the potential for sources of contamination in various areas of. the PA and, to characterize the geology and hydrogeology of the various areas.To accomplish these objectives, several investigation activities were completed including:
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| groundwater screening, monitoring well installation, groundwater elevation measurements and groundwater sampling.
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| The assessment methods and results are discussed in the following subsections.
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| 2.2.1 Groundwater Profiling Groundwater profiling included the collection of groundwater screening samples from multiple depth intervals at each of the groundwater screening locations depicted on Figure 3. The profiling activities were conducted in the PA from May 30 through September 19, 2008. The screening locations within the PA 2-5 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 were generally positioned as close as possible to plant SSCs and areas where there had been a known or suspected inadvertent release of licensed radionuclides (i.e. the Radwaste Line, storm drain piping, and condensate storage tanks).The methods used and the results obtained at each screening location are summarized in the following subsections.
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| 2.2.1.1 Groundwater Screening Point Installation and Sampling Methods Groundwater profiling was conducted at each of the 24 groundwater screening locations by Geoprobe methods to various depths ranging from 20 feet to 65 feet below ground surface (bgs) during the assessment.
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| Soil and groundwater samples were collected at various depth intervals to characterize the subsurface geology and hydrostratigraphy in the protected area. The general procedures employed to complete the groundwater' profiling included the following sequence of activities:
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| * Geoprobe drilling equipment fitted with a stainless steel groundwater profiler (sample collection tool) was advanced into the subsurface (initial depths were generally 20 or 25 feet bgs).* The drill stem was then retracted approximately four feet to expose the stainless steel well screen to groundwater (e.g. 16'-20' bgs).* A disposable polyethylene sample tube with a stainless steel check Valve was inserted through the drill rods to the approximate depth of the screened interval.2-6 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 Groundwater was then purged from the well using a low-flow, peristaltic or inertial pumping method to extract groundwater from the subsurface.
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| Approximately 3-5 gallons of groundwater were purged from the well until the discharge from the tubing was visually non-turbid.
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| A representative groundwater sample was then collected by the field geologist from the associated depth interval.
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| The groundwater samples were collected in new, unused sample containers provided by Progress Energy.After the groundwater sample was collected from a respective interval, the drill stem, including the drill rods and groundwater profiler, was removed from the boring, decontaminated, and prepared for use in subsequent deeper groundwater screening intervals.
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| * A discrete soil sampling device (5-foot macro-core soil sampler) was then advanced to the depth that corresponds to the base of the previous groundwater screening sample (e.g.20' bgs), and a soil sample was retrieved from the next five-foot depth increment (e.g. 20'-25' bgs) for soil/geological characterization by the field geologist' The soil sampling equipment was subsequently decontaminated and prepared for use.* The groundwater sampling procedure was then repeated for the next 5-foot increment of the screening location.* The above' procedure was repeated to the terminal depth of each boring.2-7 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 In general, one groundwater sample and one soil sample were collected in each 10-foot interval of each screening location.
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| This procedure continued to the terminal depth of each screening location.The terminal depth of each boring was reached when the Geoprobecould not penetrate deeper into the subsurface (refusal) or if plant infrastructure limited deeper penetration (i.e. cooling water intake conveyance, approximate 34 feet bgs at TP-PA18).
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| The terminal depth of the screening locations ranged from 34 feet bgs (TP-PA18)to 65 feet bgs (TP-PA24).
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| The groundwater samples were collected by SSi and delivered to the radiochemistry laboratory at BNP for tritium analysis.The soil samples were visually inspected by a field geologist to provide a record of the materials encountered and to support geologic and hydrogeologic interpretation.
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| The boring logs for each location are provided in Appendix A.2.2.1.2 Analytical Results -Groundwater Screening Samples A total of 97 groundwater.
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| samples were collected from the 24 groundwater screening locations and analyzed for tritium by radiochemists in the on-site radiochemistry lab at BNP. The results of the analyses are presented on Table 3 and are depicted on Figure 6.Tritium was detected in 20 of 97 groundwater screening samples, representing 8 of the 24 screening locations at a detection limit of approximately 2,000 pCi/L. All of the samples exhibiting a detectable concentration of tritium were collected from screening locations within the protected area. The concentration of tritium ranged from 3,004 pCi/L at TP-PA8-3 (36-40' bgs) to 57,760 pCi/L at TP-PA10-4 (51-55' bgs). At several locations (TP-PA-10, TP-PA13, 2-8 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 and TP-PA 18), the highest concentrations of tritium were observed at the terminal (deepest) depth of the screening location.2.2.2 Groundwater Monitoring Well Installation The primary objective of the monitoring well installation was to establish a network of monitoring wells in the PA to evaluate groundwater quality and hydrology.
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| To accomplish this objective, monitoring wells were installed at each of the groundwater screening point locations.
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| Where appropriate, the screened interval for each monitoring well was selected to intersect the depth intervals where radiological activity was detected to be highest in the groundwater screening samples. Where no radiological activity was observed in the screening samples, the screened interval was selected to intersect the top of the shallow aquifer at approximately 15'-30' bgs.Hollow-stem auger drilling methods were employed to complete the installation of the groundwater monitoring well network, with the exception of MWPA-107B/107C, which was installed using mud-rotary drilling methods. The drilling activities are described in the following sections.During the investigation, a total of nineteen (19) shallow groundwater monitoring wells and four (4) intermediate monitoring wells were installed in the various areas described in Table 1. All monitoring wells (except MWPA-107B/107C) were installed using 3 1A-inch I.D. hollow-stem auger drilling techniques.
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| MWPA-107B/107C were installed with mud, rotary drilling techniques initially in September 2008 and replaced in April 2009 due to well damage. Figure 4 shows all of the monitoring well locations on an aerial photograph of the Site. Monitoring wells were constructed using 1-inch I.D.Schedule 40 PVC well casing and 0.010-slotted 1-inch diameter Schedule 40 PVC well screen.The general monitoring well installation procedures are summarized below.2-9 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 1. The depth for each of the wells was selected by the project team based on presence and depth of the maximum concentrations of tritium observed in the analytical results of groundwater screening samples at each location.Where no tritium was observed in screening samples, the depth of the well was selected to intersect the top of the shallow aquifer.2. The shallow wells were generally installed using 31/4-inch inner diameter (I.D.) hollow stem augers with the bottom of the well screen placed at least 10 feet into the saturated interval of the sand aquifer.3. The four intermediate wells were installed as cluster wells within the same borehole as the corresponding shallow well. A bentonite seal was used to isolate the shallow groundwater interval from the intermediate groundwater interval to minimize the possibility for cross-contamination between these intervals.
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| : 4. Formation water and drill cuttings generated during the construction of monitoring wells were transported to the SDSP.5. At least ten feet of 1-inch-ID, Schedule 40 PVC, machine cut, well screen with 0.010-inch-slot size was set at the bottom of each shallow and intermediate well. A sufficient length of Schedule 40 PVC riser pipe was coupled to the screen to allow the PVC riser pipe to extend to just below ground surface. Well screens were fitted with a nominal 1-inch solid (unslotted) bottom sediment trap.6. The annular space around the well screens was back-filled with clean uniform sand (filter pack sieve #2). The filter pack was placed from the bottom of the well to approximately 2 to 3 feet above the top of the well screen. A seal consisting of a minimum of a 2-foot-thick bentonite seal was placed above the sand and allowed to hydrate. At the three locations where cluster wells were installed in the same borehole, a bentonite seal was also installed between the two screened intervals to minimize potential cross-contamination between these groundwater zones. The remaining annular space was filled with bentonite-cement grout.7. All wells were completed as flush-mount wells, with lockable expansion plugs.8. A concrete pad was installed around the well box and mounded to direct surface runoff away from the casing.9. Monitoring well construction reports (Appendix A) were prepared for each monitoring well.2-10 Groundwater Assessment Report Iss .Protected Area Brunswick Nuclear Power Plant October 2009 A summary of the monitoring well construction details is provided in Table 4 and depicted in the Well Construction Records are included in Appendix B.2.2.3 Groundwater Monitoring 2.2.3.1 Groundwater Elevation Measurements Groundwater elevation measurements were collected from the monitoring wells and used to provide data to map the potentiometric surface of the shallow and intermediate aquifers and interpret the horizontal and vertical gradients in the shallow and intermediate aquifers.
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| Two rounds of depth-to-water measurements were recorded from the twenty-two (22) monitoring wells in October 2008.Measurements were collected using a Keck ET Model 122 Water Level Indicator Probe capable of measuring depth to water within 0.01-foot accuracy.
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| These measurements are presented in Table 5.The results of the groundwater elevation measurements are presented as potentiometric surface maps that are presented and discussed in Section 3.3 of this report.2.2.3.2 Groundwater Sampling Two rounds of groundwater samples were collected from the monitoring wells. The groundwater samples were analyzed for tritium in Progress Energy's onsite radiological analytical laboratory.
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| Prior to sampling, each well was purged in accordance with Progress Energy's low flow groundwater sampling procedure (OE-RC-3250, Rev. 29) to assure collection of a representative groundwater sample.Groundwater sampling was completed using a peristaltic pump, dedicated pump (flex) tubing, and dedicated down-hole polyethylene tubing at each well to eliminate the potential for cross-contamination.
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| 2-11 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 Water quality measurements were collected during the purging activities.
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| The procedure for well purging and sampling is generally as follows: First, the security cap was removed, and the depth to water in the well was determined by sounding the well with a water level meter (Keck ET). The depth to water was recorded on a groundwater sample form.* The dedicated down-hole tubing was lowered into the monitoring well and cut to the desired length, attached to the pre-cut flex tubing on the peristaltic pump, and a new section of poly tubing was inserted on the effluent side of the pump and the sample line was connected from the pump to the in-line water quality instrument (YSI MP556 with flow through cell), the effluent line from the flow-through cell was inserted into a purge water container to capture purge water, the peristaltic pump was started, and purging of groundwater at the well was commenced.
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| * An optimum low-flow pumping rate was established at each well to minimize drawdown.
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| The groundwater quality parameters and depth to water were monitored and recorded at prescribed time intervals to determine when the water quality parameters had stabilized to within 10%.* Following the stabilization of the groundwater quality parameters, groundwater samples were collected from the wells and delivered to the radiological analytical laboratory.
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| Purge water was collected in ,dedicated purge water containers and transported to the SDSP.2-12 Groundwater Assessment Report S S .Protected Area Brunswick Nuclear Power Plant October 2009 2.2.3.3 Groundwater Analytical Results Summary -Shallow Monitoring Wells, The initial round of groundwater samples were collected from the shallow monitoring wells between October 3, 2008 and 13, 2008. A second round of groundwater samples were collected from all shallow monitoring wells between March 19, 2009 and March 25, 2009. A third groundwater sample was collected from MWPA-107C on June 2, 2009 subsequent to installation of the replacement wells in April 2009. Groundwater samples from the wells were analyzed for tritium at the on-site radiological analytical laboratory.
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| Figure 7 depicts the spatial location of the groundwater analytical results. Table 6 presents tabulated analytical results from the groundwater sampling event. The results of the laboratory analyses of groundwater samples are summarized below.* Tritium was detected in groundwater samples from fourteen (14) of the nineteen (19) shallow monitoring wells in the PA.The detection limit for the analyses was approximately 250 pCi/L. The results are summarized below.* Concentrations of tritium in groundwater samples from the nineteen (19) shallow wells ranged from less than the detection limit (4 samples) to 40,630 pCi/L at MWPA-1 I1C during the first round.* The analytical results from the groundwater samples collected from the monitoring wells were generally comparable to the results Obtained from the screening samples. However, the analytical results of the monitoring well groundwater samples are typically lower than corresponding screening samples.2-13 Groundwater Assessment Report Protected Area (S 7. Brunswick Nuclear Power Plant October 2009 This is likely due to the fact that the screened interval of the monitoring wells (10-15 vertical feet) represents a depth interval that is approximately 2-4 times larger than the depth interval intersected by the groundwater profiler (4 vertical feet). Therefore, the concentration data obtained from the samples collected from the monitoring wells provides a better representation-of the average concentration of tritium present in the aquifer since it intersects a wider depth interval of the aquifer." The highest concentration of tritium detected in the shallow wells was detected east of the Radwaste building at MWPA-1 llC. The second highest concentration of tritium was detected at MWPA-l 15C adjacent to the condensate storage tank.* The shallow wells that exhibited elevated concentrations of tritium are generally clustered in four discrete areas of the PA, including the following:
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| o An area near the location where a historical release of radionuclide from the radwaste effluent line was known to have occurred MWPA-104C; o An area near the condensate storage tank (MWPA-115C);o An area adjacent and to and east of the Radwaste Building (MWPA- 1 IIC); and, o An area adjacent to the storm drain collection system piping (MWPA-10 1 C).2-14 Groundwater Assessment Report Iss .Protected Area Brunswick Nuclear Power Plant October 2009 The specific source of the elevated tritium concentrations in the shallow aquifer is difficult to determine directly from the groundwater analytical results alone. Analysis of the hydrogeology and groundwater conditions within the PA is presented and discussed in Section 3, and further discussion regarding the possible sources of tritium in shallow groundwater is presented in Section 4. A summary of the conclusions and recommended response actions that may be selected to evaluate potential source areas and address the groundwater conditions is presented in Section 4 of the report.2.2.3.4 Groundwater Analytical Results Summary -Intermediate Monitoring Wells The initial round of groundwater samples were collected from the intermediate monitoring wells on October 4 and 13, 2008, with the exception of MWPA-107B, which was sampled on January 30, 2009.A second round of groundwater samples were collected from all intermediate monitoring wells (except MWPA-107B due to siltation) between March 19, 2009 and March 24, 2009. A groundwater sample was collected from MWPA-107B on June 2, 2009 subsequent to installation of the replacement wells in April 2009. Groundwater samples from the wells were analyzed for tritium at the on-site radiological analytical laboratory.
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| Figure 7 depicts the spatial location of the groundwater analytical results. Table 6 presents tabulated analytical results from the groundwater sampling events.The results of the laboratory analyses of groundwater samples are summarized below.Tritium was detected in groundwater samples from three (3) of four (4) intermediate monitoring wells in the PA. The concentration of tritium in the intermediate well groundwater samples ranged from less 2-15 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 than the detection limit (MWPA-118B) to 37,210 pCi/L (MWPA-107B). Elevated concentrations of tritium were also detected at MWPA-104B (29,090 pCi/L and 27,210 pCi/L) and MWPA-11lB (2,908 pCi/L and 2,862 pCi/L). Intermediate wells MWPA-104B and MWPA-107B are located is in the vicinity of a historical release of radionuclides from the radwaste effluent line that occurred near monitoring well ESS-2C.It should be noted that an obstruction in the well casing was observed at MWPA-107B which required the well to be flushed with clean water to remove the obstruction.
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| Because the flushing occurred approximately 1 week prior to the well being sampled, the analytical result obtained from MWPA-107B (3,809 pCi/L) during the initial round of groundwater sampling is biased low as a result of dilution.The tritium concentration (37,210 pCi/L) detected at MWPA-107B during the June 2009 sampling is considered more representative of the tritium concentration in the intermediate aquifer in this area.2.3 Surveying and Mapping A site survey was conducted.
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| Surveying activities were performed and certified by a North Carolina Registered Land Surveyor (McKim & Creed). The surveyor reviewed existing site maps and other maps that encompassed the project area prior to mobilization.
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| The surveyor ascertained the locations and conditions of all horizontal and vertical controls available for the project utilizing benchmark descriptions, maps, and listings provided by Progress Energy, as well as other documents.
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| The survey was georeferenced using the previously established local monuments of known northing and easting as defined by the North Carolina Geological Survey.A survey map was produced that includes scale, benchmarks, North arrow, dimensions and locations of property boundaries, the locations of monitoring wells and sample 2-16 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 locations.
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| The survey map provided the information required to produce a site basemap, which all of the site maps presented in this report have been based on.2-17 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 3 PHYSICAL CHARACTERISTICS OF THE STUDY AREA This section presents the physical characteristics of the Site including surface features, geology, and groundwater hydrology.
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| 3.1 Surface Features The BNP is located within approximately 2.5 miles north-northeast of the City of Southport, North Carolina.
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| Access to the BNP is from River Road (State Route 87).The owner controlled area encompasses approximately 1,200 acres. The Protected Area of the Site, which is the focus of this assessment, includes approximately 25 acres.Significant surface features in the PA are referenced in bold in the following Section, and are shown on Figure 2. In the descriptions of these site features, the direction of north, south, east, and west are described relative to the generating facility (plant north, etc.). The "plant north" direction is generally oriented in the N45°W direction.
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| Transformer Yard: The transformer yard is located west of the turbine building.
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| This area is generally surrounded by a security fence. Surface cover generally consists of pervious gravel surfaces, although a small portion of the transformer yard is covered by an asphalt pavement near the two electric transformers.
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| The subsurface Radwaste line is located to the west/southwest of the turbine building.
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| The north and south storm drain conveyance lines are located to the north and south of the reactor and turbine building, and convey stormwater to the west and into the storm drain collection basin, which is northwest of the turbine building near the edge of the transformer yard.Turbine Building, Reactor Buildings, and Power Generation Buildings:
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| The electric power generating equipment and associated equipment/support buildings generally encompass the majority of the PA. The primary surface structures include the Turbine Building, 2 Reactor Buildings (Unit 1 and Unit 2 Reactors), and Radwaste Buildings, which are generally located in the middle of the PA. It should be noted that the reactor buildings extend approximately thirty nine (39) feet bgs, and the turbine and 3-1 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 Radwaste Building extend approximately twenty (20) feet bgs (D'Appolonia Consulting Engineers, Inc., 1968), and may present a significant vertical barrier impeding the horizontal flow of groundwater in the subsurface around these facilities (discussed in greater detail in Section 3.3). Administrative buildings and a number of support structures are located around the perimeter of the electric generating facility to the south, east, and north, as shown on Figure 2. Farther to the east, the cooling water intake pumping facilities and intake structure are located adjacent to the Intake Canal.The large subsurface cooling water conveyance tunnels extend from the canal bulkhead to the Reactor Buildings, and are located approximately 36 feet bgs. The cooling water discharge tunnels extend to the west from the Reactor Buildings and Turbine Building, and then turn to the south and exit the PA where the cooling water is discharged to the Discharge Canal.Intake Canal: The cooling water Intake Canal is located adjacent to the PA to the east (not considered part of the PA). The Intake Canal is approximately 18 feet deep and is designed to provide a constant source of water from the Cape Fear River to the BNP to cool the nuclear reactors.
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| The design of the Intake Canal permits flow into the plant area, and cannot be reversed by tides or other hydraulic conditions.
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| As such, the water elevation in the canal is relatively consistent (although it fluctuates with the tidal cycles) and presents a shallow hydraulic boundary to the east of the PA.Surface water runoff in the PA is generally transferred into a storm water drainage and collection system and transported to the SDSP located approximately 1,000 feet east of the PA. In general, all surface water drainage from within the PA is conveyed to the storm drain collection system; however, in the gravel areas within the transformer yard, surface water from precipitation may percolate directly into the shallow aquifer (upper sand) and migrate as groundwater into the PA.The Site location is shown in Figure 1, and the Site Layout is depicted on Figure 2.3-2 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 3.2 Geology 3.2.1 Regional Geology and Hydrogeology According to the 1985 Geologic Map of North Carolina, prepared by the North Carolina Geological Survey Section of the North Carolina Department of Environment and Natural Resources (NCDENR), the Site is located in the North Carolina Coastal Plain Physiographic Province.
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| The geology of this area is characterized by an easterly thickening wedge of unconsolidated sediments underlain by limestone aquifers.
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| According to the United States Geologic Survey (USGS) Water Resources Investigations Report 03-4051 (USGS, 2003), the Site is located in the Coastal Lowlands subregion of the coastal plain, which consists of sediments deposited in estuarine and near-shore environments; however, close to the north is the interpreted boundary with the middle-coastal plain subregion, which is characterized by variable sediment conditions laterally and vertically, and includes coarse sands associated with shoreline deposits to silts and clays associated with estuararies and lagoons deposited during the Pleistocene Age.Based on the Water Resources Investigations Report, the geologic formations in the area, from most recent to oldest include the following:
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| * the Quaternary Age surficial sand deposits;* the undifferentiated Pleistocene and Pliocene Age deposits of the quaternary and later tertiary system;* the Tertiary Age Castle Hayne Formation;
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| * the Tertiary Age Beaufort Formation (Peedee Confining Unit); and,* the Cretaceous Age Peedee Formation.
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| According to the North Carolina Geologic Survey, the Site area is underlain by the Waccamaw Formation, which is generalized as a fossiliferous bluish-gray to tan loosely consolidated sand with silt and clay. The Waccamaw Formation 3-3 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 straddles the Pleistocene-Pliocene boundary, and generally correlates with the data provided by US Geologic Survey.These units are described in the USGS report as follows: Quaternary Age Deposits:
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| Light yellow to grey fine to medium sands with traces of clay, coarse-grained sand, pebbles, and minerals.
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| These deposits are part of the surficial aquifer, which is a shallow groundwater aquifer in the uppermost strata in Brunswick County. The surficial aquifer system is used as a source of agricultural and domestic water supply in Brunswick County (USGS, 2003)Pleistocene and Pliocene Deposits:
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| An undifferentiated, variable unit that does not have sufficient structure to divide into discrete formations, this unit is characterized by shelly quartz sands with well preserved shell material or shell hash, and shelly carbonates consisting of shell hash and sandy marls or sandy moldic limestone."In areas where the Castle Hayne... confining unit is missing, the surficial aquifer is in direct contact with the Castle Hayne Aquifer..." (Pg. 14, USGS, 2003).Clays and silts in these deposits are generally thin, discontinuous, and lack lateral continuity.
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| However, the USGS points out that, at Sunny Point Military Terminal (SPMT), a clay unit separates the surficial aquifer into a surficial aquifer and a deeper tertiary sand aquifer, which is directly underlain by the Castle Hayne aquifer at SPMT. As mentioned above, the surficial aquifer system includes groundwater present in the Pleistocene and Pliocene Deposits, and is used as a source of agricultural and domestic water supply in Brunswick County (USGS, 2003)Castle Hayne Formation:
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| The Castle Hayne Formation consists primarily of limestone and sand deposited in a marine environment (Winner and Coble, 3-4 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 1996). The elevation of the top of the Castle Hayne in the vicinity of the Site is documented to be approximately 45 feet below mean sea level (-45 feet MSL), as documented on the hydrogeologic cross section provided as Plate G of the USGS Water Resources Report (USGS, 2003). The Castle Hayne aquifer is one of the principal sources of potable water supply for the City of Southport (USGS, 2003).The Castle Hayne is recharged primarily from the overlying surficial aquifers and where it is exposed or unconfined.
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| The Castle Hayne is also prone to the development of sinkholes, and, where their occurrence is prevalent, the aquifer can be recharged through the development and collapse of sinkholes.
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| A minor amount of recharge (-1-inch) is provided through seepage from the shallow surficial aquifer into the deeper intermediate aquifer directly through infiltration from precipitation, and from the underlying Peedee aquifer.Peedee Confining Unit: The Peedee confining unit is generally the clay or silt beds that occur near the top of the Peedee Formation.
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| Where it is present, the Peedee confining unit is part of the Beaufort Formation in southeastern Brunswick County (Lautier, 1998). The elevation of the top of the Peedee confining unit is documented to be approximately
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| -65 feet MSL, as documented on Plate G of the USGS Water Resources Report (USGS, 2003).Peedee Formation:
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| The composition of the Peedee Formation in southeastern Brunswick County is described as the Rocky Point Member of the Upper Peedee Formation consisting of gray, sandy, moldic limestone that grades downward to a calcareous sandstone.
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| The upper part of the Peedee aquifer is an important source of water for domestic and commercial use, and is used in combination with the Castle Hayne aquifer as the source of municipal water supply by Brunswick County (USGS, 2003).3-5 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 3.2.2 Site-Specific Geology A site-specific interpretation of the geology in the PA has been developed by using boring logs from the assessment activities, boring logs from nearby assessment activities, historical plant construction information, and sources of publicly available geologic and environmental information.
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| The following section presents a summary of the geologic units that are present within and in the vicinity of the PA. Additionally, geologic and hydrogeologic cross sections have been developed that depict plant. infrastructure, site features, subsurface stratigraphic units, groundwater monitoring data, and groundwater analytical results, and are presented on Figure 8 and Figure 9.The site-specific geology in the vicinity of the plant area has been significantly modified as a result of the construction of the plant. As observed in pre-construction drawings related to the construction of the plant foundation (D'Appolonia Consulting Engineers, Inc.,, 1968), a benched excavation extending to a terminal depth of approximately forty five (45) feet bgs (-25 feet MSL) was required-to construct the plant foundation and associated power generation facilities, and areas within the excavation footprint were backfilled with sand fill materials and compacted to various specifications.
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| These drawings are included as Appendix C of this report. The information obtained from the referenced documents was carefully considered during the interpretation of the site-specific geology and the development of the geologic cross sections.In general, the site-specific geology observed in the PA is as follows: Plant Backfill:
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| Very hard, sandy fill material is generally present in the area surrounding the reactor and turbine building, and extends laterally in all directions as a result of the significant excavation and foundation construction completed as part of the'plant construction activities.
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| The sandy fill is a very dense, well compacted material, and generally exhibits no sedimentary structure.
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| 3-6 Groundwater Assessment Report ss .Protected Area Brunswick Nuclear Power Plant October 2009 In some areas, the fill unit was not penetrable via Geoprobe soil sampling techniques because of the high density obtained from compaction of the fill during plant construction.
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| As a result, soil samples from these materials were typically not able to be obtained.
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| The thickness of the backfill materials is greatest at locations near the reactor and turbine buildings (up to 45 to 50 feet thick). The thickness of the backfill decreases radially in general proportion to the lateral distance from the reactor and turbine building areas.Groundwater is observed in the plant backfill at approximately 15 feet bgs.Because the excavation of the plant foundations penetrates through a low-permeability unit that provides a vertical hydraulic barrier between a shallow and intermediate depth aquifer (described below), the groundwater in the plant backfill is associated with both shallow and intermediate depth aquifers.Outside of the plant backfill, the shallow aquifer is typically observed in the upper sand from approximately 8 to 30 feet'bgs, and the intermediate aquifer is generally present in the lower sand unit from approximately 35 to 65 feet bgs.As a result, both of these aquifers are hydraulically connected to the plant backfill.
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| It should be noted that the lower sand aquifer is also hydraulically connected to the Tertiary Age Castle Hayne aquifer, which is one of the sources of potable water supply in the region. Groundwater hydrology in the plant area is further discussed in Section 3.3.Upper Sand: The upper sand is generally present at locations where it was not removed during the excavation and construction of the foundations.
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| The upper sand is generally observed as a loose tan to light grey fine sand, with varying amounts of silt. Towards the middle to bottom of the upper sand, silty and clayey sub-units are often observed, although the depths of the silt and clay lenses are generally not consistent between borings. In several borings, the clay and silt lenses are not observed.
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| The upper sand was typically observed to be saturated at a depth of approximately 8 to 10 feet bgs and has a thickness from 10 to 20 feet. Towards the base of the upper sand, shelly layers were often 3-7 Groundwater Assessment Report s s .- Protected Area Brunswick Nuclear Power Plant October 2009 encountered in thin lenses of silt, and the contact with the underlying low-permeability unit was typically characterized by interlayered sandy silts, silty sands, and clayey silts. The upper sand generally occurs from the surface to 1 to 10 feet MSL. This unit correlates with the Surficial Deposits described by USGS (USGS, 2003).A shallow aquifer is observed in the upper sand at approximately 15 feet bgs.This aquifer represents the shallow hydrostratigraphic unit in the Surficial Aquifer described by USGS (USGS, 2003).Low-Permeability Unit: Below the upper sand, a low permeability -unit was encountered.
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| The low permeability unit consists of cohesive dark grey silt and clay. As described above, the contact with the overlying upper sand is typically gradational until the competent dark grey silt and clay unit is encountered.
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| At previously investigated areas of the plant it is approximately four (4) to fifteen (15) feet thick, and exhibits shelly layers and occasional thin laminates of very fine grained sand within the low to medium moist silt and clay. Shelly layers were observed in a number of the borings around 20 to 25 feet bgs.The low permeability unit hydraulically separates the shallow aquifer and the intermediate aquifer that is observed in other areas of the plant.Lower Sand Unit: Below the low permeability unit, a layer of fine to medium grey dense sand is observed.
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| The lower sand generally consists of quartz sands and silty limey sands (sandy carbonates) with occasional shells, shell hash,* clayey sands, clayey silt, and sandy'silt layers. The lower portion of this sand unit generally grades to a limey sand/sandy carbonate.
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| The thickness of the lower sand is generally 35 to 40 feet thick. This unit correlates with the Undifferentiated Pleistocene and Pliocene Deposits described by USGS (USGS, 2003)3-8 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 The lower sand exhibits saturated conditions generally throughout the vertical thickness of the unit. A groundwater aquifer is observed in the lower sand and is referred to in this report as the intermediate aquifer. This aquifer correlates with the Tertiary SandAquifer described by USGS (USGS, 2003).Castle Hayne Formation:
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| None of the borings completed during the assessment of the PA were advanced deep enough to encounter the Castle Hayne Formation; however, because the unit is present approximately 15 to 20 feet below the constructed foundations of the nuclear reactors, it is important to consider the Castle Hayne Formation in the assessment of the PA given its importance with respect to local and regional groundwater supplies.
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| The Castle Hayne Formation is a very hard, consolidated sandy limestone, and is an important source water supply in the vicinity of Southport (USGS, 2003).3.3 Groundwater Hydrology Groundwater hydrology within the PA is relatively complex as a result of the significant depth of the subsurface excavation activities associated with plant construction.
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| The groundwater system within the plant area is therefore best characterized by presenting a discussion of the aquifers that are present outside of the plant backfill, and concluding with a discussion of the groundwater hydrology within the plant backfill materials.
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| 3.3.1 Shallow Aquifer In the areas upgradient of the plant backfill, a shallow groundwater aquifer is generally encountered at a depth of approximately eight feet bgs and extends to approximately
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| -8 to -14 feet msl. The thickness of the aquifer is approximately 16 to 25 feet, and exhibits unconfined, water table conditions.
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| The upgradient 3-9 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 shallow aquifer is generally recharged directly through infiltration from precipitation.
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| Based on previous groundwater investigations completed at the upgradient area (SSi, 2008), the groundwater originating from the upgradient area flows towards and into the PA from the north, west, and south. Groundwater monitoring activities completed during the assessment of the PA support these interpretations, and indicate that groundwater flows radially from the upgradient areas into the PA and into the plant backfill, as depicted as shallow potentiometric surface maps presented on Figure 10 and Figure 11.The shallow aquifer outside of the plant backfill area is generally underlain by the low-permeability unit (described in Section 3.2.2), which was encountered in several of boreholes advanced in the PA (but outside of the plant backfill area)during the groundwater assessment.
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| Based on the previous work conducted at the Site, the low permeability unit separates the shallow aquifer from an intermediate aquifer that is below the low-permeability unit. Where the low permeability unit is present, the vertical migration of contaminants from the shallow aquifer into the intermediate aquifer is generally impeded or significantly retarded; however, there is a small degree of hydraulic and chemical exchange between the shallow and intermediate aquifers that occurs vertically through the clay, as observed in previous investigation activities.
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| The interpretations regarding groundwater flow direction at the Site is based on water level measurements collected from the shallow wells. These data are presented in Table 5. and provided the basis for the interpretation of the horizontal flow of groundwater in the shallow aquifer.3.3.2 Intermediate Aquifer Based on previous groundwater investigations completed in the vicinity of the PA (SSi, 2008), an intermediate-depth aquifer is located beneath the low 3-10 Groundwater Assessment Report ss .Protected Area Brunswick Nuclear Power Plant October 2009 permeability unit in the lower sand unit (at areas outside of the plant backfill).
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| The intermediate aquifer in the lower sand is generally encountered at a depth of approximately
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| -10 to -20 feet msl, and extends to top of the Castle Hayne Formation, approximately
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| -50 feet msl. As such, the intermediate aquifer in the lower sand is hydraulically connected to the underlying Castle Hayne Formation aquifer, which is a source of potable water in Southport.
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| As a result, these two aquifers behave as a single aquifer (USGS, 2003), which is an important consideration with respect to groundwater conditions within the plant backfill.Each of the four groundwater monitoring wells installed in the intermediate aquifer during the assessment of the PA were installed in the lower sand unit below the plant backfill.
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| Based on groundwater elevation measurements collected from the four intermediate monitoring wells, groundwater in the intermediate aquifer flows to the southeast toward the Intake Canal, as depicted on potentiometric surface maps presented as Figure 12 and Figure 13. 'Based on the depth of the bottom of the Intake Canal relative to the top of the intermediate aquifer, groundwater in the intermediate aquifer appears to discharge into the intake canal; however, it cannot be determined, from the available information whether that Intake Canal intercepts all of the groundwater in the intermediate aquifer in the vicinity of the PA.Based on the previous investigations in other areas of the BNP, the combined thickness of the intermediate aquifer is approximately 40 to 55 feet, and extends to a depth of approximately
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| -50 to -65 feet msl in the vicinity of the PA. At areas outside of the footprint of the plant backfill, the intermediate aquifer exhibits semi-confined to confined conditions, is recharged primarily by inflow from the Castle Hayne Formation aquifer, and receives a relatively small volume of recharge from vertical percolation through the overlying low-permeability unit.3-11 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 The intermediate aquifer (Castle Hayne member) is generally underlain by the low-permeability Peedee confining unit. The Peedee confining unit is considered a vertical hydraulic boundary between the intermediate aquifer and the deep (Peedee) aquifer that is below the low-permeability unit (SSi, 2008).3.3.3 Groundwater in the Plant Backfill Groundwater flow into and out of the plant backfill is conceptualized on the Geologic Cross Sections provided on Figure 8 and Figure 9. Saturated conditions are present in the plant backfill from a depth of approximately 15 feet bgs to below the base of backfill (approximately 45 to 50 feet bgs). As described in Section 3.2.2, the excavation that was completed to construct the foundations for the reactor and turbine buildings penetrates through a low-permeability unit that provided a vertical hydraulic barrier between the shallow and intermediate depth aquifer (described above). As a result, the groundwater in the plant backfill receives groundwater inflow from the shallow and intermediate depth aquifers, as evidenced by the potentiometric surface maps presented as Figure 10 and Figure 11 (shallow groundwater) and Figure 12 and Figure 13 (intermediate aquifer).Groundwater is observed to flow radially into the plant backfill from the shallow aquifer surrounding the plant. Groundwater elevations are notably lower within the plant backfill than the surrounding shallow aquifer, primarily the result of an increase in the vertical thickness of porous media in which the groundwater may flow. As a result, horizontal groundwater flows into the plant backfill from the shallow aquifer at areas immediately adjacent to the plant backfill area as a result of the lower hydraulic head in the plant backfill.Similarly, groundwater in the intermediate aquifer flows horizontally to the south and southeast based on the potentiometric surface depicted on Figure 12 and Figure 13, which is consistent with the. observed flow direction in the intermediate aquifer at other areas of the BNP. Because the plant backfill 3-12 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 intersects the upper portion of the intermediate aquifer, some of the groundwater from the intermediate aquifer appears to flow into the plant backfill, where it becomes intermixed with groundwater that enters the plant backfill from the shallow aquifer. Additionally, because the vertical hydraulic gradient between the shallow wells installed in the plant backfill and the intermediate wells installed in the PA is in the downward direction, the shallow groundwater in the backfill migrates vertically into the deeper plant backfill and into the intermediate aquifer. The groundwater in the intermediate aquifer flows to the south-southeast from the PA.The intermediate aquifer extends to an estimated depth of -50 to -65 feet msl (the estimated top of the Peedee confining unit), which separates the shallow and intermediate aquifer from the deeper Peedee aquifer.3-13 Groundwater Assessment Report s s .Protected Area Brunswick Nuclear Power Plant October 2009 4
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| ==SUMMARY==
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| AND CONCLUSIONS Silar Services Incorporated (SSi) has prepared this Groundwater Assessment Report (GAR) to document the results of groundwater assessment activities performed at the Protected Area (PA) of the Brunswick Nuclear Plant (BNP), located in Southport, Brunswick County, North Carolina.
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| The purpose of the groundwater assessment was to evaluate hydrogeology and determine the presence of potential radiological impacts to groundwater in various areas of the BNP PA.The assessment was initiated to be consistent with industry standard practice and current guidance documents associated with the protection of groundwater resources from radiological materials.
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| The overall objectives of the groundwater assessment were to provide sampling points to evaluate groundwater quality in order to assess the potential for sources of contamination in various areas of the PA and, characterize the geology and hydrogeology in the PA.Groundwater profiling was completed at twenty-four (24) temporary groundwater screening points located within and around the PA. A total of ninety-seven (97)groundwater screening samples were collected from the screening points and analyzed for tritium. Additionally, soil samples were collected from seventeen (17) of the nineteen screening locations inside the PA and analyzed for gamma-emitting isotopes.Following the evaluation of the groundwater screening data, nineteen (19) shallow groundwater monitoring wells and four (4) intermediate groundwater monitoring wells were installed in the PA to provide groundwater monitoring locations that may be selected for inclusion, as necessary, in a site-wide groundwater monitoring program.Two rounds of groundwater samples were collected and analyzed to assess the presence and concentrations of tritium in groundwater.
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| The investigation locations were surveyed by a Professional Land Surveyor licensed in the State of North Carolina to 4-1 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 facilitate the evaluation of the chemical and physical data collected during the project.The results are summarized in the following subsections.
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| 4.1 Summary of Soil Conditions A total of thirty-four (34) soil samples were collected from seventeen (17) locations for purposes of determining the presence/absence of residual radiological materials in shallow subsurface soils in the PA. The samples were analyzed for gamma-emitting isotopes.As depicted on Figure 5, four of the locations in the PA exhibited a detection of the gamma-emitting isotope Cesium-137.
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| Three of the four locations (TP-PA8, TP-PA9, and TP-PA10) are within the transformer yard, and one location (TP-PA16) is near the Radwaste Building.
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| Future groundwater samples will be collected from these areas and anWa yzed for gamma-emitting isotopes to determine if there are related impacts to gr oundwater quality in these areas. Should plant operation and maintenance activities in these areas require subsurface work, worker protection measures should be considered by the appropriate qualified plant personnel ensure that, exposures to radiological materials is minimized.
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| The results of the soil assessment are intended to provide general information in support of plant operation and maintenance considerations, and to provide preliminary information in support of decommissioning considerations.
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| Additional assessment of the nature and extent of radionuclides in the subsurface may be warranted in the future to support plant operations and maintenance and/or decommissioning activities, as required by the NEI Industry Groundwater Protection Initiative 07-07 (NEI, August 2007): NEI Objective 1.4: "Establish a remediation protocol to prevent migration of licensed material off-site and to minimize decommissioning impacts." 4-2 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 4.2 Summary of Groundwater Conditions Twenty-four (24) temporary groundwater screening locations, nineteen (19) shallow monitoring wells, and four (4) intermediate monitoring wells were completed as part of the PA assessment.
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| Groundwater elevation measurements were obtained from each of the monitoring wells to evaluate the direction of groundwater flow in the study area. The results of the elevation measurements were plotted to develop the potentiometric surface maps presented on Figures 10 through Figure 13. Based on the measurements recorded, groundwater in the shallow aquifer around the PA flows radially into the plant backfill.Groundwater in the intermediate aquifer flows to the south-southeast in the vicinity of the PA. Because the plant backfill intersects the upper portion of the intermediate aquifer, some of the groundwater from the intermediate aquifer appears to flow into the plant backfill, where it becomes intermixed with groundwater that enters the plant backfill from the shallow aquifer. The general vertical hydraulic gradient between the shallow wells installed in the plant backfill and the intermediate wells installed in the PA is in the downward direction indicating that the shallow groundwater in the backfill migrates vertically into the deeper plant backfill and into the intermediate aquifer.The groundwater in the intermediate aquifer flows to the south-southeast from the PA.Some of the groundwater in the intermediate aquifer may discharge into the Intake Canal, although the groundwater in the Castle Hayne aquifer, which is hydraulically connected to the intermediate aquifer, is not likely to discharge into the Intake Canal.The hydrogeologic cross sections presented on Figure 8 and Figure 9 depicts the interconnectedness of the shallow aquifer, the intermediate aquifer, and the groundwater in the plant backfill.The groundwater samples collected during the groundwater screening program resulted in the development of a detailed vertical profile of groundwater quality, which is depicted on Cross Sections A-A' and B-B' on Figure 8 and Figure 9, respectively.
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| Ninety-seven (97) groundwater screening samples were obtained from depth intervals 4-3 Groundwater Assessment Report ss .' Protected Area Brunswick Nuclear Power Plant October 2009 throughout the saturated thickness of the plant backfill and adjacent shallow and intermediate aquifers.
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| The results indicate that, in general, groundwater in the shallow aquifer in the vicinity of the plant .has been affected by the release of tritium from several potential sources. As evidenced by the distribution of tritium in the groundwater screening samples, the majority of tritium is observed within the plant backfill materials.
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| Additionally, an increasing trend of tritium activity is observed in groundwater screening samples collected from the intermediate aquifer below the plant backfill at TP-PA10 and TP-PA13, where the highest concentrations of tritium were observed below the plant backfill in the intermediate aquifer. The concentrations of tritium at TP-PA10-4 and TP-PA13-5 were 57,760 pCi/L and 49,830 pCi/L, respectively, which exceed the USEPA drinking water standard of 20,000 pCi/L. This may be the result of the downward vertical hydraulic gradient and tritium present in the shallow aquifer may have migrated downward into the intermediate aquifer. The source of tritium may be in the vicinity of monitoring well ESS-2C, where a historical release of tritium has resulted in a localized area of impacts.Based on the results of the groundwater screening nineteen.
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| (19) shallow and four (4)intermediate permanent monitoring wells were installed in the PA. Representative groundwater samples were obtained from each of the permanent monitoring wells using low-flow groundwater sampling techniques.
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| All groundwater samples were analyzed for tritium in Progress Energy's onsite radiological laboratory.
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| Tritium was detected in fourteen (14) of the nineteen (19) shallow monitoring wells. Only three (3) of the nineteen (19) shallow groundwater samples exhibited concentrations of tritium that exceed the USEPA drinking water standard, and include: MWPA- 104C located near the radwaste effluent line; MWPA-111C (located near the Radwaste Building);
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| and, MWPA-115C (located adjacent to the Condensate Storage Tank). Tritium was'also detected at three (3) of four (4) intermediate monitoring wells in the PA.- The USEPA drinking water standard was exceeded at MW-PA104B and MWPA-107B.
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| Both these wells are located in the general vicinity of the historic radwaste effluent line leak.4-4 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 4.3 Conclusions Radiological constituents in the form of tritium were observed in groundwater samples collected from groundwater monitoring wells in the PA included in this assessment.
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| In general, the results from the initial groundwater sampling event conducted in October 2008 and the second round collected in March 2009 are similar. It is recommended that additional groundwater monitoring be completed on a monthly basis for one year. All groundwater samples should be analyzed for tritium; groundwater from monitoring wells MWPA-102C, MWPA103C, MWPA-104C, MWPA104B, and MWPAl0C should be analyzed for gamma-specific nuclides by January 2010; groundwater from all other monitoring wells should be analyzed for gamma-specific nuclides at least once during the first year of monitoring.
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| These results will be evaluated to establish a basis for which PA wells should be included in a long-term, site-wide groundwater monitoring program.Additionally, further investigation in the vicinity of monitoring well ESS-2C (Figure 7)is warranted to delineate the vertical and horizontal extent of tritium in the shallow and intermediate aquifers in this area. Although it may be unlikely that the tritium activity observed in groundwater collected from monitoring well ESS-2C and in the vicinity of the PA are high enough to pose a risk to off-site potable groundwater supplies, concentration of tritium detected in the intermediate aquifer at MWPA-104B and MWPA-107B exceed the USEPA drinking water standard, and exhibit an increasing trend that has not been fully evaluated.
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| Since the intermediate aquifer is hydraulically connected with a water supply aquifer for private wells in the City of Southport' and surrounding area (the Castle Hayne Formation), delineating the extent of tritium in this area should be completed to provide conclusive evidence that demonstrates groundwater quality is not at risk as a result of plant operations.
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| 4-5 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 5 REFERENCES
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| : 1. Brown, P.M. and others, 1985 Geologic Map of North Carolina, North Carolina Department of Natural Resources and Community Development.
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| : 2. Carolina Power & Light Company, Brunswick Plant, An Evaluation of Ground-waterConditions in the Vicinity of the Intake and Discharge Canals at the Brunswick Steam Electric Plant, November 10, 1982.3. D'Appolonia Consulting Engineers, Inc., Brunswick Steam Electric Plant, Site Investigation, Proposed Foundation Scheme, Drawing No. 68-118-E 12, July, 1968.4. D'Appolonia Consulting Engineers, Inc., Site Assessment Report, Unit 2 Radwaste Effluent Line, Brunswick Nuclear Plant, June, 1995.5. EPRI, Groundwater Monitoring Guidance for Nuclear Plants, Palo Alto, CA, 2005. 1011730 6. EPRI, Guideline for Implementing a Groundwater Protection Program at Nuclear Power Plants, Palo Alto, CA, 2007.TR-.7. Nuclear Power Institute, Industry Ground water Protection Initiative
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| -Final Guidance Document, NEI 07-07 [Final], August, 2007.8. North Carolina Department of Environment, Arid Natural Resources, Division of Waste Management, Superfund Section, Inactive Hazardous Sites Branch.Inactive Hazardous Sites Program, Guidelines for Assessment and Cleanup, August 2001.9. North Carolina Geologic Survey, Division of Land Resources, Subsurface Stratigraphic Framework for Cenozoic Strata in Brunswick and new Hanover Counties, North Carolina, Information Circular 27, 1991.10. Progress Energy, Groundwater Monitoring Program, OE&RC-3250, Rev. 29.11. SSI, Inc., Groundwater Investigation Report, Brunswick Nuclear Plant, Storm Drain Stabilization Pond, March 2008.12. The EDR Radius Map with GeoCheck Brunswick Nuclear Generating Station, PO Box 10429, Southport, NC. 28461. Inquiry Number: 1942118.1s, May 31, 2007. Environmental Data Resources, Inc., Milford, Connecticut.
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| : 13. United States Department of the Interior Geological Survey. Southport and Kure Beach 7.5-Minute Quadrangle Maps, North Carolina.5-1 Groundwater Assessment Report ss .Protected Area Brunswick Nuclear Power Plant October 2009 14. United States Department of the Interior, Geological Survey, Hydrogeology and Ground-Water Quality of Brunswick County, North Carolina, Water Resources Investigation Report 03-4051, 2003.15. U.S. EPA 2001. Region 4. Environmental Investigations Standard Operating Procedures and Quality Assurance Manual, May 1996, Includes 1997 and 2001 Revisions.
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| Athens: USEPA Region 4, 1997.16. U.S. EPA 2004, Multi-Agency Radiological Laboratory Analytical Protocols Manual (MARLAP), MARLAP, July, 2004.5-2 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 FIGURES Progress Energy.N Brunswick Nuclear Plant Southport, NC Quadrangle Location Figure 1 0 2000 4000 Feet Source: U.S.G.S, Topographic Map (7.5 minute) Southport
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| & Kure Beach, NC quadrangles Silar Services Inc.
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| IREACTO BUILDIN 4 I (UNIT 1 GENERAL BOUNDARY OF THE PROTECTED AREA SCALE 1" = 200'Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report I m m 1 6o 200 400 600 Figure 2 Site Layout -Protected Area SS.e Silar Services Inc.
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| ~, ~N I TRPA>TP-PA8" TP-PA7*ý~TP-PA,ýl1 TP-PA6ýTlý_PA1 0* TP-PA13, WAl N T-PA19'/ g~ I K~ ~ ~~Y1 T-TP-fPA3 N*TP-PA5 A;SCALE 1" = 300'150 300 600 1200 Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 3 Protected Area Groundwater Screening LocationsSilar Services Inc.
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| S LEGEND: MWPA-113C0, Monitoring Well C -Designates shallow well B -Designates intermediate well SCALE 1" = 300'150 300 600 1200 Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 4 Protected Area Groundwater Monitoring Well Locations$Si Silar Services Inc.
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| Sample I.D. Sample Depth Nuclide Activity TP-PA9-1 6 Cs-137 2.007E-01 TP-PA9-2 9 Cs-137 -2.712E-01-----,,TP-PA9 Sample I.D. Sample Depth Nuclide TP-PA8-1 5 Cs-137 TP-PA8-2 10 Cs-137 Activity 9.090E-02 2.459E-02 KTP-PA6 jrP-PA7;TP-PA1 1 6 P-PAM8 I.D..,_ -, o 300'0 150 30, TP-A4V Legend: TP-PA9-1 Temporary Point (soil boring)Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Figure 5 All soil samples collected from 7/29/2008 to 8/1/2008 Results reported in pCi/ml (picocuries per milliliter)
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| Cs-137 -Cesium 137 Analytical Results -Soil Samples Silar Services Inc.
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| N rNumber feet pCp SamPle Depth ActK* TP-PAB-1 16-20 ND Number feot PCND TP-PAB-2 26-30 ND TP-PA7-l 16-20 3.150 TP-PA8-3 36-40 3,004 TP-PA7-2 26-30 ND TP-PAB-4 46-50 3,331 TP-PA7-3 36-40 ND TP-PAB-5 56-60 ND TP-PA7-4 46-50 ND TP-PA7-5 60 ND Sample Depth Actvity Number feet pCiL TP-PA1-1 16-20 ND TP-PA11-2 26-30 ND TP-PA11-3 36-40 ND TP-PA1 -4 46-50 NO Sample Depth Achity Number feet pCVL TP-PA1 1 -1 16-20 ND TP-PAI 1-2 26-30 4,984 TP-PA1 1-3 36-40 ND TP-PAI 1-4 46-50 ND TP-PAI 1-5 56-60 ND_Sample Depth jýtciy I Number I feet cCtL 1 LESS THAN THE LOWER LIMIT OF DETECTION (LLD)CONCENTRATIONS FOR TRITIUM 0 150 300 600 900o SS,, Silar Services Inc..1.
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| Well ID 10/3/08 3/24/09 W Well ID 10/3/08 3/24/09] Well ID 10/3/08 3/24/09 MWPA-106C 445 386 J MWPA-103CI Well ID 10/3/08 3/24/09 MWPA-102C 8,050 9,288 ND ND/f, FMWPA- 108C 400 1 404 I Well ID. 10/3/08 13/25/09 ,r[MWPA-109CI ND 1 287 Well ID 110/3/08 3/19/09 Well ID 10/4/08 13/24/09 IMWPA-101C 19,120 1 3,4111 Well ID 10/4/08 13/24/09 MWPA-105C 2,893 4,821 Well ID 10/4/08 3/24/09 MWPA- 100C ND [ ND Well ID 08 MWPA- 104B 29,090 27,21 0 MWPA-104C 17,110/1 23,000 Well ID ý10/ '13/081 6/2/09 ýI , 77 MWPA-110CI ND 1 300 1 WellID 110/13/08 13/19/091 MWPA-111BI 2,908 1 2,862 MWPA- 111C 140,630 30,790 I MWPA-107CI 1,733 1 1,309 1 11/30/09 16/2/09 MWPA-1 07BI 3,809 1 37,2101_________________________________
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| -______________________
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| *- _______,_________
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| I________
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| I Well ID 10/3/08 13/23/091 ESS 2'<Ilk 7- 7 Well ID 10/4/08 3/25/09 MWPA-112C 13,590 10,960 MWPA-113C1 ND ND 1 Well ID 10/4/08 3/24/09 MWPA-114C ND 523 Well ID 1 /3/0813/23/o91 MWPA-115C I33,440 1 31,2901 Well ID jl10/4/08J13/23/09 I LAWDA 1190 IMI'%I lrI% I i i uti llU i!1/ ii V.Well ID 10/3/08 3/23/09 MWPA-L117C 2,656 1,585 I Well ID 10/4/08 3/23/09 IMWPA- 118B ND ND MWPA- 118C ND ND Results are reported in pCi/L ND = Less than the Lower Limit of Detection (LLD)SCALE 1" = 300'Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 7 Analytical Results -Groundwater Samples 6 160 360 600 1200 I Silar Services Inc.0 150 300 600 1200 20-10-10-20 Legend 1 9 19 9219 Groundwater Elevation (Intermediate-B Zone)Groundwater Elevation (Shallow-C Zone)Groundwater Screening Interval (Temporary Well Point)and Screening Concentration (pCIIL)for Tritium-30Monitoring Well Screened Interval ND E and Groundwater Analytical Results (pCViL) for Tritium (1st Roundl2nd Round)SGroundwater Flow Direction pCi/L = Pico Curies per Liter ND = No Activity Detected Above the Lower Umit of Detection (LLA)-40 F Plant Backfill 1B7J Clayey Silt FTT1 Clayey Silt, Silty Clay (Low Pbrmeability Unit) LL7 (Part of Lower Sand Unit)[ T Sand/Silty Sand --- Sand T Fine-Medium Dense Sand (Upper Sand) (Part of Lower Sand Unit) [ (Part of Lower Sand Unit)_L -50 Horizontal Scale: 1"= 150'Vertical Scale: 1" = 10'Note: Depth of backfill based on geologic interpretation of boring logs and drawing 68-118-E12, 'Proposed Foundation Scheme. Brunswick Nuclear Power Plant".Progress Energy Brunswick Nuclear Plant Southiport, NC Groundwater Assessment Report Figure 8 Geologic Cross Section A-A SS, Silar Services Inc.
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| MWiVPA-10Y>C MWPA-101Ct 20 -T 10 --20-10-0--10-i En/ lP A-11,3 0 0 4--i ('I t-10-+--20-+/----20 Legend V I Groundwater Elevation (Intermediate-B Zone)Groundwater Elevation (Shallow-C Zone)9,219 Groundwater Screening Interval (Temporary Well Point)and Screening Concentration (pCi/L) for Tritium-30+/---30 1.733 ND Monitortng Well Screened Interval and Groundwater Analytical Results (pCitL) for Tritium (1st Roundi2nd Round)Groundwater Flow Direction-40-4---40 pCi/L = Pico Curies per Liter ND = No Activity Detected Above the Lower Limit of Detection (LLA)-50-L---50 Plant Backfill F 7 Sand/Silty Sand (Upper Sand)Clayey S [f Clayey Silt, Silty Clay J (Low Permeability Unit) = (Part of Lower Sand Unit)-Sand Fine-Medium Dense Sand (Part of Lower Sand Unit) [7 1 (Part of Lower Sand Unit)Horizontal Scale: 1 = 150'Vertical Scale: 1" = 10'Note: Depth of backfill based on geologic interpretation of boring logs and drawing 68-118-E12, 'Proposed Foundation Scheme, Brunswick Nuclear Power Plant'.Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 9 Geologic Cross Section B-B'SS, Silar Services Inc.
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| >2>2~~1~1 ~\C i%~.33.28~p>2 ~~~NN 1200 LEGEND: MONITORING WELL-GROUND WA TER FLOW DIREC77ON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.59 ELEVA77ON MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 10 Potentiometric Surface Map-Shallow Wells October 3, 2008 SS,. Silar Services Inc.&
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| -1!.j~4; K <~3C.01 3.N, N\2 ý93 MWv LEGEND: MONITORING WELL< &-GROUND WA TER FLOW DIREC77ON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.59 ELEVATION MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 11 Potentiometric Surface Map-Shallow Wells October 9, 2008 I Silar Services Inc.I..
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| 4.-MWPA-106(MVVPA-103C N vpý-i 1ioc.B/1'1'LEGEND:[F MONITORING WELL<- GROUNDWATER FLOW DIRECt7ON GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED)2.59 ELEVATiON MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 12 Potentiometnc Surface Map-Deep Wells October 3, 2008 SSi Silar Services Inc.
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| a ~MWPA-106Ca E0 MWPA-101C MWPA 1000,'' MWPA-105C VPA-103C.VP-iý".,~' a a a'a~aa~a a~ Au ,a~a/~4V K LEGEND: MONITORING WELL-GROUNDWATER FLOW DIRECT7ON GROUND WA TER CONTOUR LINE (DASHED WHERE INFERRED)2.59 ELEVATION MEAN SEA LEVEL Progress Energy Brunswick Nuclear Plant Southport, NC Groundwater Assessment Report Figure 13 Potentiometric Surface Map-Deep Wells October 10, 2008 SSS Silar Services Inc..1 Iss.Groundwater Assessment Report ProtectedArea Brunswick Nuclear Power Plant October 2009 TABLES TABLE 1 GROUNDWATER ASSESSMENT REPORT -PROTECTED AREA BRUNSWICK NUCLEAR PLANT, SOUTHPORT, NORTH CAROLINA GROUNDWATER ASSESSMENT LOCATIONS
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| / RATIONALE MONITORING AREA WELL LOCATION/RATIONALE NUMBERS Perimeter of PA-TP I though Characterize subsurface geology and groundwater quality around the Protected Area PA-TP5 perimeter of the Protected Area.Characterize subsurface geology and establish a groundwater quality West of profile west of the turbine buildings, and near the subsurface Westiof TP-PA6 through radwaste line, storm sewer mains, and storm sewer collection basin.Building TP-PA13 Install groundwater monitoring wells as necessary to facilitate future Reactors groundwater monitoring programs.
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| Identify the presence/absence of gamma nuclides in shallow subsurface soils.Characterize subsurface geology and establish a groundwater quality North of profile on the northern portion of the Protected Area near the north Turbine TP-PA14 through storm drain line. Install groundwater monitoring wells as necessary Building / TP-PA16 to facilitate future groundwater monitoring programs.
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| Identify the Reactors presence/absence of gamma nuclides in shallow subsurface soils.Characterize subsurface geology and establish a groundwater quality profile downgradient of the Reactor Buildings on the eastern portion of the Protected Area near the Radwaste Building, and the Building e PA8, TP-PA21, Condensate Storage Tank (TP-PA21).
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| Install groundwater Reactors and TP-PA24 monitoring wells as necessary to facilitate future groundwater monitoring programs.
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| Identify the presence/absence of gamma nuclides in shallow subsurface soils.
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| TABLE 1 GROUNDWATER ASSESSMENT REPORT -PROTECTED AREA BRUNSWICK NUCLEAR PLANT, SOUTHPORT, NORTH CAROLINA GROUNDWATER ASSESSMENT LOCATIONS
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| / RATIONALE MONITORING AREA WELL LOCATION/RATIONALE NUMBERS Characterize subsurface geology and establish a groundwater quality South of profile adjacent to the Reactor Building (TP-PA20) and turbine Turbine TP-PA19, TP- building (TP-PA19), and to the southeast of these areas near the Turdine PA20, TP-PA22 south storm drain sewer main. Install groundwater monitoring wells Building / and TP-PA23 as necessary to facilitate future groundwater monitoring programs.Reactors Identify the presence/absence of gamma nuclides in shallow subsurface soils.
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| Table 2 Progress Energy -Brunswick Nuclear Plant Groundwater Assessment Report -Protected Area Analytical Results -Soils Well I.D Sample Date Sample Depth (feet Wel_.DSmpe
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| _at BGS) Nuclide Activity, pCi/ml TP-PA6-1 7/29/2008 4.5-5.5 NORM NA TP-PA6-2 7/29/2008 9.5-10 NORM NA TP-PA7-1 7/29/2008 5-6 NORM NA TP-PA7-2 7/29/2008 10 NORM NA TP-PA8-1 7/30/2008 5 Cs-137 9.090E-02 TP-PA8-2 7/30/2008 10 Cs-137 2.459E-02 TP-PA9-1 7/31/2008 6 Cs-137 2.007E-01 TP-PA9-2 7/31/2008 9 Cs-137 2.712E-01 TP-PA 10-1 7/29/2008 5-6 Cs-137 2.608E-02 TP-PA- 10-2 7/29/2008 10 NORM NA TP-PA 11-1 7/30/2008 5 NORM NA TP-PA 11-2 7/30/2008 10 NORM NA TP-PA 12-1 7/31/2008 6 NORM NA TP-PA 12-2 7/31/2008 10 NORM NA TP-PA13-1 7/30/2008 6 NORM NA TP-PAI3-2 7/30/2008 10 NORM NA TP-PA 15-1 8/1/2008 5 NORM NA TP-PA 15-2 8/1/2008 10 NORM NA TP-PA 16-1 8/1/2008 5 NORM NA TP-PA 16-2 8/1/2008 10 Cs-137 4.390E-02 TP-PA 17-1 8/4/2008 5 NORM NA TP-PA 17-2 8/4/2008 10 NORM NA TP-PA 18-1 8/4/2008 5 NORM NA TP-PA 18-2 8/5/2008 10 NORM NA TP-PA 19-1 8/6/2008 5 NORM NA TP-PA 19-2 8/6/2008 10 NORM NA TP-PA20-1 8/5/2008.
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| 5 NORM NA TP-PA20-2 8/5/2008 10 NORM NA TP-PA22-1 8/6/2008 5 NORM NA TP-PA22-2 8/6/2008 10 NORM NA TP-PA23-1 8/5/2008 5 NORM NA TP-PA23-2 8/5/2008 10 NORM NA TP-PA24- 1 8/7/2008 5 NORM NA TP-PA24-2 8/7/2008 10 NORM NA Notes: All samples analyzed by Progress Energy for Gamma Spec Nuclides pCi/mL = picocuries per milliliter NS = Not sampled NORM -Naturally Occurring Radioactive Material (no radiological activity was detected above normal background radiological acti Cs -Cesium BGS -below ground surface ss.Page 1 of 1 Table 2 Soil Results Table 3 Progress Energy -Brunswick Nuclear Plant Groundwater Assessment Report -Protected Area Analytical Results -Groundwater Screening Samples Screening Location Groundwater (well ID) Sample Name Sample Date Depth Interval Activity, pCi/L ( )feet BGS)TP-PAI-1 05/30/08 16-20 NA TP-PA1 TP-PA1-2 05/30/08 26-30 NA (No Well) TP-PA1-3 05/30/08 36-40 NA TP-PA1-4 05/30/08 46-50 NA TP-PA2-1 07/07/08 16-20 NA TP-PA2 TP-PA2-2 07/07/08 26-30 NA (No Well) TP-PA2-3 07/08/08 36-40 NA TP-PA2-4 07/08/08 46-50 NA TP-PA2-5 07/08/08 61-65 NA TP-PA3-1 07/10/09 16-20 NA TP-PA3 TP-PA3-2 07/10/09 26-30 NA (No Well) TP-PA3-3 07/10/09 36-40 NA TP-PA3-4 07/10/09 46-50 NA TP-PA3-5 07/11/08 56-60 NA TP-PA4-1 07/09/09 16-20 NA TP-PA4 TP-PA4-2 07/09/09 26-30 NA (No Well) TP-PA4-3 07/09/09 36-40 NA TP-PA4-4 07/10/09 50-54 NA TP-PA5 TP-PA5-1 07/09/09 46-50 NA (No Well) TP-PA5-2 07/09/08 54-58 NA TP-PA6-1 07/29/08 16-20 NA TP-PA6 TP-PA6-2 07/30/08 26-30 NA MWPA-100C TP-PA6-3 07/30/08 36-40 NA TP-PA6-4 07/30/08 46-50 NA TP-PA6-5 07/30/08 56-60 NA TP-PA7-1 07/31/08 16-20 3,150 TP-PA7 TP-PA7-2 07/31/08 26-30 NA MWPA-101C TP-PA7-3 08/01/08 36-40 NA TP-PA7-4 08/01/08 46-50 NA TP-PA7-5 08/01/08 56-60 NA TP-PA8-1 08/05/08 16-20 NA TP-PA8 TP-PA8-2 08/05/08 .26-30 NA MWPA-102C TP-PA8-3 08/05/08 36-40 3,004 TP-PA8-4 08/06/08 46-50 3,331 TP-PA8-5 08/06/08 56-60 NA ss.Page 1 of 3 Table 3 GW Screening Table 3 Progress Energy -Brunswick Nuclear Plant Groundwater Assessment Report -Protected Area Analytical Results -Groundwater Screening Samples Groundwater Screening Location Sample Name Sample Date Depth Interval Activity, pCi/L (well ID) (feet BGS)TP-PA9-1 08/07/08 16-20 NA TP-PA9 TP-PA9-2 08/07/08 26-30 NA MWPA-103C TP-PA9-3 08/08/08 36-40 NA TP-PA9-4 08/08/08 46-50 NA TP-PA9-5 08/09/08 56-60 NA TP-PA10-1 07/31/08 16-20 NA TP-PA10 TP-PA10-2 07/31/08 26-30 49,260 MWPA-104B/C TP-PAI10-3 07/31/08 36-40 40,690 TP-PA10-4 07/31/08 46-50 57,760 TP-PA 11-1 08/01/08 16-20 NA TP-PA1I TP-PA 11-2 08/01/08 26-30 4,984 MWPA-105 TP-PA 11-3 08/04/08 36-40 NA TP-PA 11-4 08/04/08 46-50 NA TP-PA 11-5 08/04/08 56-60 NA TP-PA12-1 08/06/08 16-20 NA TP-PA12 TP-PA12-2 08/06/08 26-30 NA MWPA-106C TP-PA12-3 08/06/08 36-40 NA TP-PA12-4 08/07/08 46-50 NA TP-PA13-1 08/05/08 18-22 5,213 TP-PA13 TP-PA13-2 08/05/08 26-30 4,595 MWPA-1,07B/C TP-PA13-3 08/05/08 36-40 3,517 TP-PA13-4 08/05/08 46-50 31,300 TP-PAI 3-5 08/05/08 56-60 49,380 TP-PAI4-1 08/11/08 21-25 NA TP-PA14 TP-PA14-2 08/11/08 36-40 NA MWPA-108C TP-PAI 4-3 08/11/08 46-50 NA TP-PA14-4 08/11/08 56-60 NA TP-PA15 TP-PA15-1 08/11/08 21-25 NA MWPA-109C TP-PAI 5-2 08/12/08 31-35 NA TP-PAI5-3 08/12/08 41-48 NA TP-PA16-1 08/12/08 21-25 NA TP-PA16 TP-PAI 6-2 08/14/08 31-35 NA MWPA-110C TP-PA 16-3 08/14/08 41-45 NA TP-PA16-4 08/14/08 51-55 NA ss.EtXýPage 2 of 3 Table 3 GW Screening Table 3 Progress Energy -Brunswick Nuclear Plant Groundwater Assessment Report -Protected Area Analytical Results -Groundwater Screening Samples Groundwater Screening Location Sample Name Sample Date Depth Interval Activity, pCi/L (well ID) (feet BGS)TP-PA17 TP-PA17-1 08/14/08 21-25 3,031 MWPA-111B/C TP-PA17-2 08/15/08 31-35 5,330 TP-PA17-5 08/18/08 51-55 5,523 TP-PA18 TP-PA18-1 08/18/08 21-25 9,347 MWPA-112C TP-PA18-2 08/18/08 30-34 22,370 TP-PA19 TP-PA19-1 08/19/08 21-25 NA MWPA-113C TP-PA1.9-2 08/19/08 31-35 NA TP-PA19-3 08/20/08 41-45 NA TP-PA20 TP-PA20-1 08/20/08 21-25 NA MWPA-114C TP-PA20-2 08/20/08 31-35 NA TP-PA21-1 08/28/08 21-25 41,830 TP-PA21 TP-PA21-2 08/28/08 31-35 9,219 MWPA-115C TP-PA21-3 08/28/08 41-45 7,401 TP-PA21-4 08/28/08 51-55 NA TP-PA22-1 08/22/08 21-25 NA TP-PA22 TP-PA22-2 08/22/08 31-35 NA MWPA-116C TP-PA22-3 08/22/08 41-45 NA TP-PA22-4 08/25/08 51-55 NA TP-PA22-5 08/25/08 61-65 NA TP-PA23-1 08/20/08 21-25 NA TP-PA23 TP-PA23-2 08/21/08 31-35 NA MWPA-117B/C TP-PA23-3 08/22/08 41-45 NA TP-PA23-4 08/22/08 51-55 NA TP-PA24-1 08/25/08 21-25 NA TP-PA24 TP-PA24-2 08/25/08 31-35 NA MWPA-118C TP-PA24-3 08/26/08 41-45 NA TP-PA24-4 08/26/08 51-55 NA TP-PA24-5 08/26/08 61-65 NA Notes: All samples analyzed by Progress Energy for tritium only pCi/L = picocuries per liter NA = No Radiological Activity BGS = below ground surface (feet)ss.Page 3 of 3 Table 3 GW Screening Table 4 Groundwater Assessment
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| -Protected Area*Brunswick Nuclear Plant, Southport, North Carolina Monitorina Well Construction Summary Annular Fill Material Well I.D. Previous Well Well Depth Surface Casing TOC Ground Surface Screen Sand Interval Seal Interval Concrete I.D.' (TOC) Depth (bgs) (MSL) Elevation (MSL) Interval (feet (feet bgs) (feet bgs) Interval Ibs) (feet bgs)Shallow Wells MWPA-100C MWPA-6C 29.59 NA 19.75 20.47 30-15 30-13 13-4 4-0 MkWPA-1O0C MWPA-7C 29.26 NA 20.34 20.84 30-15 30-13 13-5 5-0 MWPA-102C MWPA-8C 29.5 NA 20.7 20.92 30-15" 30-13 13-5 5-0 MWPA-103C MWPA-9C 29.9 NA 19.25 20.02 30-15 30-13 13-5 5-0 MWPA-104C MWPA-10C 29.19 NA 19.36 19.79 , 30-15 34-13 13-4 4-0 MWPA-105C MWPAI IC 29.92 NA 19.08 19.57 30-15 30-13 13-5 5-0 MWPA-106C MWPA-12C 29.45 NA 18.89 19A4 30-15 30-127 12.7-5 5-0 MWPA-107C*
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| MWPA-13C 28.94 NA 19.78 20.06 30-15 34-13 13-4 4-0 MWPA-108C MWPA-14C 29.45 NA 19.91 20.19 30-15 30-13.2 13,2-5 5-0 MWPA-109C MWPA-15C 29.13 NA 20.19 20.41 29.5-14.5 30-12.5 12.5-5 5-0 MWPA-1 1OC MWPA-16C 29.31 NA 19.74 19.94 30-15 30-13 13-5 5-0 MWPA-1IIC MWPA-17C 29.71 NA 19.87 20.1 30-15 30-13 13-4 4-0 MWPA-1 12C MWPA-18C 33.65- NA 19.06 19.32 34-14 34-12 12-3.5 3.5-0 MWPA-1 13C MWPA-19C 24.51 NA 19.52 20.02 25.25-15.25 25.25-8.1 (5-3) 8.1-5 3-0 MWPA-1 14C MWPA-20C 29.68 NA 19.59 20.21 .30-15 30-13 13-5 5-0 MWPA-1 15C MWPA-21C 33.92 NA 19.78 20.08 34.5-24.5 34.5-20 20-5 5-0 MVWPA-1 16C MWPA-22C 29.64 NA 19.39 19.68 30-15 30-13 13-5 5-0 MWPA-1 17C MWPA-23C 29.66 NA 19.22 20 30.5-15.5 30.5-13 13-5 5-0 MWPA-118C MWPA-24C 29.72 NA 19.53 19.96 30-15 32-13 13-5 5-0 Intermediate Wells N MWPA-104B' MWPA-IOB' 58.99 NA " 19.53 19.79 60-50 60-46 (34-13) 46-34 (13-4) 4-0 MWPA-107B 1* MWPA-13B'
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| -60 NA 19.78 20.06 60-50 65-45 (35-13) 45-35 (13-4) 4-0 MWPA-I 1 I' MWPA-17B' 59.34 NA 19.61 20.10 60-50 60-48 (40-30) 48-40(13-4) 4-0 MWPA-1 181' MWPA-24B' 59.57 NA 19.51 19.96 60-50 60-48 (32-13) 48-32 (13-5) 5-0 Notes: bgs -Below Ground Surface TOC -Top of Well Casing MSL -Mean Sea Level I -Intermediate well installed in same boring as the corresponding shallow monitoring well.Survey data provided by McKimm & Creed, accurate to 0.01 feet MSL 2 _ Well identification numbers were changed following the completion of the assessment to be consistent with the monitoring well identification system for all of the monitoring wells in the owner controlled area.* indicates measurements are estimated pending final land survey S .Page 1 of 1 Table 4 Well Const Summary Table 5 Groundwater Assessment Report -Protected Area Brunswick Nuclear Plant, Southport, NC Water Elevation Measurements Top f Csin (TO} 1/3/00810/9/2008 Monitoring Well Previous Well Depth ofWel Top of Casing (TOC) 10/3/2008 Identification I.D.' (feet) Elevation (feet above MSL) Depth to Water (feet Elevation Depth to Water (feet Elevation from TOC) (feet above MSL) from TOC) (feet above MSL)MWPA-100C MWPA-6C 29.59 19,75 13.97 5.78 13.66 6.09 MWPA-I01C MWPA-7C 29.26 20.34 10.26 10.08 10.32 10.02 MWPA-102C MWPA-8C 29.5 20.7 10.96 9.74 10.93 9.77 MWPA-103C MWPA-9C 29.9 19.25 8.92 10.33 6.13 13.12 MWPA-104C MWPA-10C 29.19 19.36 16.31 3.05 16.04 3.32 MWPA-105C MWPA-l IC 29.92 19.08 14.11 4.97 13.85 5.23 MWPA-106C MWPA-12C 29.45 18.89 11,25 7.64 11.08 7,81 MWPA-107C MWPA-13C 28.94 19.78 NM NM 16.86 2.92 MWPA-108C MWPA-14C 29.45 19.91 13.05 6.86 13.04 6.87 MWPA-109C MWPA-15C 29,13 20.19 16.72 3.47 16.71 3.48 MWPA- I I OC MWPA-16C 29.31 19.74 16.83 2.91 16.81 2.93 MWPA- I IC MWPA-17C 29.71 19.87 16.34 3.53 16.42 3,45 MWPA-I 12C MWPA-18C 33.65 19.06 15,88 3.18 15.93 3.13 MWPA-1 13C MWPA-19C 24.51 19.52 14.49 5.03 16.23 3.29 MWPA-l 14C MWPA-20C 29.68 19.59 15.61 3.98 15.55 4.04 MWPA-I 15C MWPA-21C 33.92 19.78 16.42 3.36 17.7 2.08 MWPA-116C MWPA-22C 29.64 19.39 14.62 4.77 14.77 4.62 MWPA-I 17C MWPA-23C 29.66 19.22 13.46 5.76 13.44 5.78 MWPA- I18C MWIPA-24C 29,72 19.53 15.24 4.29 15.28 4.25 MWPA-104B' MWPA-10B' 58.99 19.53 17.06 2.47 16.74 2.79 MWPA-107B' MWPA-13B'
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| -60 19.78 10.00 9.78 13.86 5.92 MWPA- I I I B MWPA-I7Bt 59.34 19.61 17.67 1,94 17.43 2.18 MWPA- 1l8B' MWPA-24B' 59.57 19.51 17,94 1.57 17.37 2.14 CanalData(U2SCW125)
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| I] 1.78 Notes:-Depth of Well for tritium and radiological wells from ground surface; Depth of Well for Other Site Wells from TOC.-Well identification numbers were changed following the completion of the assessment to be consistent with the monitoring well identification system for all of the monitoring wells in the owner controlled area.Page I of I Table 5 GW Etvations Table 6 Groundwater Assessment-Protected Area Brunswick Nuclear Plant, Southport, North Carolina Analytical Results for Tritium -Groundwater Samples Well ID. Sample Date Tritium Concentration Sample Date Tritium Concentration Wel D. Previous Well I.D Sample) Dat Smpe at MWPA-100C MWPA-6C 10/4/2008
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| < 398 3/24/2009
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| < 253 MWPA-IOIC MWPA-7C 10/4/2008 19,120 3/24/2009 3,411 MWPA- 102C MWPA-8C 10/3/2008 8,050 3/24/2009 9,288 MWPA-103C MWPA-9C 10/3/2008
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| < 246 3/24/2009
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| < 241 MWPA- 104C MWPA- IOC 10/4/2008
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| .17,110 3/24/2009 23,000 MWPA-105C MWPAI IC 10/4/2008 2,893 3/24/2009 4,821 MWPA-106C MWPA-12C 10/3/2008 445 3/24/2009 368 MWPA-107C MWPA-13C 10/13/2008 1,733 3/23/09 6/2/2009 4,615 1,309 MWPA-108C MWPA-14C 10/3/2008 400 3/25/2009 404 MWPA-109C MWPA-15C 10/3/2008
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| < 251 3/25/2009 287 MWPA- I I C MWPA-16C 10/3/2008
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| < 252 3/19/2009 300 MWPA-1 I IC MWPA-17C 10/13/2008 40,630 3/19/2009 30,790 MWPA-I 12C MWPA-18C 10/4/2008 13,590 3/25/2009 10,960 MWPA-l 13C MWPA-19C 10/3/2008
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| < 266 3/25/2009
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| < 243 MWPA-I 14C MWPA-20C 10/4/2008
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| < 250 3/23/2009 523 MWPA- I 15C MWPA-21C 10/3/2008 33,440 3/23/2009 31,290 MWPA- I 16C MWPA-22C 10/4/2008
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| < 253 3/23/2009
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| < 275 MvWPA- I 17C MWPA-23C 10/3/2008 2,656 3/23/2009 1,585 MWPA-I 18C MWPA-24C 10/4/2008
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| < 252 3/23/2009
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| < 241 MWPA- 104B MWPA- I OB 10/4/2008 29,040 3/24/09 27,210 MWPA-107B MWPA-13B 1/30/2009 3,809 6/2/09 37,210 MWPA-I IlB MWPA- 17B 10/13/2008 2,908 3/19/2009 2,862 MWPA- II 18B MWPA-24B 10/4/2008
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| < 251 3/23/09 < 240 Notes: C-Scrics wells are installed in the upper 35 feet of sandy plant backfill.B-Series wells are installed from 50-60 feet below ground surface in the sandy plant backfill.pCi/L -Picocuries of radiological activity per Liter Bold indicates concentration exceeds the federal and state drinking water standard.-Well identification numbers were changed following the completion of the assessment to be consistent with the monitoring well identification system for all of the monitoring wells in the owner controlled area.SS .Page 1 of 1 Table 6 GW Results ss.Cýt Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 Appendix A Boring Logs / Well Completion Reports BORING. LOG / WELL CONSTRUCTION REPORT S Drill Rig: Geoprobe Date Drilled: 6/2/08 Logged By: Boring Dia: 2 Inches Boring Number: PATP1 RMears / TSilar_T E CU, Sample Intervals (pCi/L)Completion Depth Feet Lithology Description TP-PA1-1 ND TP-PA1-2 ND 5 10 15 20 25 30 35 (16-20') Groundwater sample PA-TP1-1 Collected (26-30') Groundwater sample PA-TP1-2 Collected.. TP-PA1-3 ND Completion Notes: (36-40') Groundwater sample PA-TP1-3 Collected-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.-Borehole sealed to ground surface with bentonite.
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| Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: I Page 1 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 6/2/08 Logged By: Boring Dia: 2 Inches Boring Number: PATP/ TSiar E C', Sample Intervals (pCi/L)Completion Depth Feet Lithology Description TP-PA1-4 ND 45 55 -65 --70 --75 (46-50') Groundwater sample PA-TP1-4 Collected Completion Notes: Site:-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.
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| BNP- Protected Area-Borehole sealed to ground surface with bentonite.
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| Southport, NC Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 7/8/08 Logged By: ' S,, ... .Boring Dia: 2 Inches Boring Number: PA-TP2 RMears / TSilar E Mo U)Sample Intervals (pCi/L)Completion Depth Feet Lithology Description t I TP-PA2-20 ND TP-PA2-30 ND 5 10 15 20 25 30 35 (16-20') Groundwater sample PA-TP2-1 collected (26-30') Groundwater sample PA-TP2-2 collected (36-40') Groundwater sample PA-TP2-3 collected TP-PA2-40 N D Completion Notes: ,-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.-Borehole sealed to ground surface with bentonite.
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| Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 BORING LOG I WELL CONSTRUCTION REPORT"S'.Drill Rig: Geoprobe Date Drilled: 7/8/08 Logged By: I. .Boring Dia: 2 Inches Boring Number: PATP2 RMears / TSilar.)E Ml Sample Intervals (pCi/L)Completion Depth Feet Lithology Description TP-PA2-50 ND TP-PA2-65 ND-45 --50 --55 --60 --65 --70 --75 -(46-50') Groundwater sample PA-TP2-4 collected 7-(61-65') Groundwater sample PA-TP2-5 collected Completion Notes: Site:-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.
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| BNP- Protected Area-Borehole sealed to ground surface with bentonite.
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| Southport, NC Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 7/11/08 Logged By: Boring Dia: 2 Inches Boring Number: PA-TP-3 RMears / TSilar E C')Sample Intervals (pCi/L)Completion Depth Feet Lithology Description TP-PA3-20 ND TP-PA3-30 ND 5 10 15 20 25 30 35 (16-20') Groundwater sample PA-TP3-20 collected (26-30') Groundwater sample PA-TP3-30 collected TP-PA3-40 ND Completion Notes: (36-40') Groundwater sample PA-TP3-40!collected-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.-Borehole sealed to ground surface with bentonite.
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| Site: BNP- Protected Area Southport, NC Project No.: Pa' ge 1 Project No.: Page I BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 7/11/08 Logged By: Boring Dia: 2 Inches Boring Number: PA-TP-3 RMears / TSilar Completion Depth Feet Lithology Description 1 TP-PA3-50 ND TP-PA3-60 ND 45 55 -65 --70 --75 -(46-50') Groundwater sample PA-TP3-50 collected I Completion Notes: Site:-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.
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| BNP- Protected Area-Borehole sealed to ground surface with bentonite.
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| P Southport, NC i Project No.: i Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 7/10/08 Logged By: Boring Dia: 2 Inches Boring Number: PA-TP4 CSilar / TSilar E C/)Sample Intervals (pCi/L)Completion Depth Feet Lithology Description TP-PA4-20 ND TP-PA4-30 ND-5--10 --15 --20 30 (16-20') Groundwater sample PA-TP4-20 collected (26-30') Groundwater sample PA-TP4-30 collected (36-40') Groundwater sample PA-TP4-40!
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| collected TP-PA4-40 KIM Ii Completion Notes:-Grab groundwater samples*collected at specified intervals using inertial pump sampling techniques.-No soil samples collected:.-Borehole sealed to grounde surface with bentonite.
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| Site: BNP- Protected Southport, NC Area Project No.: Page I Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 7/10/08 Logged By: Boring Dia: 2 Inches Boring Number: PATP4 CSilar / TSilar E.CU C,)Sample Intervals (pCi/L)Completion Depth Feet Lithology Description TP-PA4-54 ND 45 -55 --60 --65 --70 --75 (60-64') Groundwater sample PA-TP4-54 collected Completion Notes: Site:-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.
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| BNP- Protected Area-Borehole sealed to ground surface with bentonite.
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| Southport, NC_Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT S Drill Rig: Geoprobe Date Drilled: 7/9/08 Logged By: Boring Dia: 2 Inches Boring Number: PA-TP5 CSilar / TSilar 0, E co, Sample Intervals (pCi/L)Completion Depth Feet Lithology Description 4 +5 15 25 -30*-35 -Completion Notes:-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.-No soil samples collected.-Borehole sealed to ground surface with bentonite.
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| Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 S 07: BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 7/9/08 Logged By:-CSilar / TSilar Boring Dia: 2 Inches Boring Number: Completion Depth Feet Lithology Description TP-PA5-50 ND TP-PA5-58 ND 45 55 --60 --65 --70 --75 -(46-50') Groundwater Sample PA-TP5-50 collected (54-58') Groundwater sample PA-TP5-58 collected Completion Notes: Site:-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.B P-No soil samples collected.
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| BNP- Protected Area-Borehole sealed to ground surface with bentonite.
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| Southport, NC Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/12/08 Logged By: ,iar ,. Ir,,. Boring Dia: 6.5 Inches Boring Number: MWPA-6C/100C RMears / TSilar.. Samp e Intervals Depth I i ( L Completion Lithology Description E (pC/L) Feet U.Soil Sample Soil Sample TP-PA6-1 ND@ 3066 pCi/L I TP-PA6-2 ND@ 3926 pCi/L 5 -10 15 Soil Sample TP-PA6-1 collected (4.5-5.0')
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| Soil sample TP-PA6-2 collected (9.5-10')I (16-20') Groundwater sample TP-PA6-1 collected 20 25 Gray silt w/ some clay, thin zone of very fine grain sand, saturated at -23' bgs, increasing shell fragments with depth, 5% shells from 24-25' bgs (bivalves).
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| Corntact between fill and native soils appears to be at 20.5'.30 35 Mii Gray silt with tr fine grain sand and shell fragments
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| (<5%), saturated.
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| (36-40') Groundwater sample PA-TP6-3 collected TP-PA6-3 ND@ 3640 pCi/L Completion Notes:-vaccum excavation to approximayely 14' bgs on 7-29-08-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Borehole sealed fron the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 20.47; Casing Elevation 19.75 Site: BNP- Protected Area Southport, NC Project No.: Pae Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/12/08 Logged By: , Inc.. B DIBoring Number: MWPA-6C/100C
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| ___________________
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| Boring Dia: 6.5 Inches Nubr{ RMears / TSilar E CU U)Sample Intervals (pCi/L)Completion Depth Feet Lithology Description
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| .4. ---Gray medium-coarse grained sand with tr shells, saturated.
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| -45 TP-PA6-4 ND@ 2997 pCi/L TP-PA6-5 ND@ 2938 pCi/L1 50 55 (46-50') Groundwater sample TP-PA6-4 collected.. .. .. .Tan fine to medium grained sand, well sorted, saturated.
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| ... .........,°' ..,:........
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| ...........
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| = %,...° ,. ,......60 70 75 -(56-60') Groundwater sample TP-PA6-5 collected I Boring terminated at 60 ft bgs<if Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs on 7-29-08-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (60' bgs)-Borehole sealed fron the terminal depth of the boring to the bottom of monitoring well screen-1 PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 20.47; Casing Elevation 19.75 Southport ,NCI___Project No.: i Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/12/08 Logged By: Boring Dia: 6.5 Inches BoringNumber:
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| MWPA7CI101C TSilar Sample Intervals
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| { Depth CL (~/) Completion Dph Lithology Description E" (~iL Feet U ). ..i .........a Soil sample Soil sample TP-PA7-1 ND@ 3150 pCi/L TP-PA7-2 ND@ 2860 pCi/L a 5-10 Soil Sample TP-PA7-1 collected (5-6')Soil Sample TP-PA7-2 collected (9-10')(16-20') Groundwater sample TP-PA7-1 6ollected 20 25 30 Gray silt with tr very fine grain sand, tr shell fragments.
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| (26-30') Groundwater sample TP-PA7-2 collected Gray silt with tr very fine grain sand, less~than 1% shell fragments, increase shell content from 33'-35'.bgs, appears to be backfill, no observed depositional structure.
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| -35 TP-PA7-3 ND@ 2857 pCi/L Completion Notes: (36-40') Groundwater sample TP-PA7-3 Collected-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Borehole grouted from the termninal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 20.84; Casing Elevation 20.34 Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 45 TP-PA7-4 ND@ 2807 pCi/L 50 d,4'55@ 2823 pCi/L 60 Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Borehole grouted from the termninal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 20.84; Casing Elevation 20.34 BNP- Protected Area Southport, NC BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/15/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-8C/102C JMagee Sample Intervals Depth 0. Completion Lithology Description E (pCi/L) Feet U)e.Soil Sample Soil Sample%(5-6') Soil Sample TP-PA8-1 collected 5-10 (9-10') Soil sample TP-PA8-2 collected (16-20') Groundwater screening sample TP-PA8-1 collected TP-PA8-1 ND@ 3200 pCi/L TP-PA8-2 ND@ 2661 pCi/L TP-PA8-3 3004 pCi/L 20 25 30" " (20-20.5)
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| Medium brown sand, (20.5-25) gray silt with very-.... .... fine sand, 21-23' saturated, 23-25 shell fragments and dry (26-30') Groundwater sample TP-PA8-2 Collected 35 -Gray silt with shell fragments, highly saturated zone from 33.5-34.5', saturated zone from 31-32'(36-40') Groundwater sample TP-PAB-3 collected Completion Notes: t-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater samples collected using inertial pump sampling method-Borehole sealed from the terminal depth of the boring tothe base of monitoring well-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Gr Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/15/08 Logged By:.tt, Boring Dia: 6.5 Inches Boring Numb er: MWPA-C /102C JMagee aT E Sample Intervals Completion (pCi/L)Depth Feet Lithology Description 40-45 gray silt with shells, saturated at 42', high shell content 42'42.5, very fine sand 42.5-43.5, medium grained sand 43.5-45 TP-PA8-4 3331 pCi/L TP-PA8-5 ND@ 2914 pCi/L 45 -50 55 60 70 (46-50') Groundwater screening sample 1TP-PA8-4 collected No recovery, sampler refusal encountered at 50" bgs.(56-60') Groundwater screening sample TP-PA8-5 collected I Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area'borehole to boring total depth (60' bgs)-Groundwater samples collected using inertial pump sampling method-Borehole sealed from the tO'minal depth of the boring to the base of monitoring well-1" PVC monitoring well installed in borehole and finished with flush mount manhole Southport NC I-Gr _P P Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By: I,,. Boring Dia: 6.5 Inches Boring Number: MWPA-9C/103C John Magee Sample Intervals Depth 0. Completion
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| [ Lithology Description CE (pCi/L) Feet U) _ _ __ __ _ _ _ _ _ _ _ _Soil Sample Soil Sample TP-PA9-1 ND@ 2682 pCi/L TP-PA9-2 ND@ 2687 pCi/L S 5-10 (4-5o) Soli Sample TP-PA9-1 collected (9-10') Soil sample TP-PA9-2 collected (16-20') Groundwater screening sample TjP-PA9-1 collected 20-25-30-35 (90% recovery) 20-24.5 gray fine/very fine grained sand, shei fragments
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| @ 24.5 bgs.-Gray silt with shell fragments (26-30') Groundwater sample TP-PA9-2 collected'.';. ..'.,.'.,.,''
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| Gray very fine grain sand ,I---i '' Dark gray silt with shell fragments, saturated TP-PA9-3 ND>pt @ 2695 pCiNL Completion Notes: (36-40') Groundwater sample TP-PA9-3 collected-vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater sampled collected using inertial pump sampling method-Borehole sealed from terminal depth of boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Gro Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT" Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-9C/103C John Magee E U)Sample Intervals (pCi/L)Completion Depth Feet Lithology Description 4 4 ---Gray very fine grain sand, saturated, grading to medium grain sand 41-42.5' bgs, 42.5-45 light gray medium grain sand.TP-PA9-4 ND@ 2764 pCi/L TP-PA9-5 ND@ 2894 pCi/L-45 50 55 (46-50') Groundwater sample TP-PA9-4 collected Light gray medium grain sand...: ..:.: ..:.:.: .........G%*o..,...
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| Light brown coarse grain sand...... "..ht brown medium grain sand Light brown coarse grain sand 60 70 (56-60') Groundwater sample TP-PA9-5 Collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extrection BNP- Protected Area borehole to boring total depth (60' bgs)-Groundwater sampled collected using inertial pump sampling method-Borehole sealed from terminal depth of boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Southport, NC-Gro Project No.: I Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe DateDrilled:
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| 9/8/08 Logged By: Boring Dia: 6.5 Inches Borng Number: MWPA-10B/CI1O4B/C Tim Silar Sample Intervals Depth"C completion Lithology Description E (pCi/L) Feet U)(5-6') Soil sampleTP-PA10-1 collected
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| , 5-Soil Sample Soil Sample TP-PA1 0-1 ND @ 2913 pCi/L 10 15 20 25 30 (9-10') Soil sample TP-PA10-2 collected S........
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| (16-20') Grouondwater sample TP-PA1 071 collected...... ..: ..' .'. .Dark gray silt with little very fine grain sand, tr shell fragments, no structure, within backfill area, moist-dry 6tI (26-30') Groundwater sample TP-PA10-2 collected TP-PA10-2 49,260 pCi/L 35 -Dark gray silt with some very fine grain sand and tr shell fragements, more shells than 20-25, saturated, no structure (36-40') Groundwater sample TP-PA10-3 collected TP-PA10-3.o.eto40,690 pCi/L Completion Notes:-- __________
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| T-Vaccum excavation to approximayely 14' bgs-Soil samples collected on 7/29/08-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling method-Two 1" PVC monitoring wells installed in borehole (MW-PA10C
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| / 104C and MW-PA10B / 104B) and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: I I Page 1 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/12/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA11C15C i Silar_ Sample Intervals Completion Lithology Description E (pCi/L) Feet U)'Eý'iý '. , Soil Sample Soil Sample TP-PA1 1-1 ND @ 3043 pCi/L TP-PA1 1-2 4984 pCi/L S 5 (5-6') Soil Sample TP-PA1 1-1 collected I 10 (9-10') Soil sample TP-PA1 1-2 collectedI (16-20') Groundwater screening sample TP-PA1 1-1 collected 20 25 30 Brown fine gr sand, dense (26-30') Groundwater samnple TP-PA1 1-2 collected Brown fine grained sand with trace crushed stone (backfill), some gray sand @ 33-33.5 (36-40') Groundwater sample TP-PA1 1-31collected i 35 TP-PA1 1-3 ND @ 3035pCi/L Completion Notes:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling technique-Borehole sealed to bottom of monitoring well-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 19.57; Cas Site: BNP- Protected Area, Southport, NC Project No.: Pae Project No.: Page 1 45 TP-PA1 1-4 ND @ 3214 pCi/L (46-40') Groundwater sample TP-PA1 1-4 collected 50 No recovery, sampler refusal 55 TP-PA1 1-5 ND @ 3060 pCi/L-60 Completion Notes: czihes.-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling technique-Borehole sealed to bottom of monitoring well-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 19.57; Cas BNP- Protected Area Southport, NC BORING LOG / WELL CONSTRUCTION REPORT S Drill Rig: Geoprobe Date Drilled: 9/15/08 Logged By: i.. Inc. Boring Dia: 6.5 Inches Boring Number: MWPA-12C/106C JMagee / TSilar_ Sample Intervals Depth pCL Completion Lithology Description E (pCi/L) Feet SS Soil Sample Soil Sample TP-PA1 2-1 ND @2890pCi/L TP-PA12-2 ND @ 2934 pCi/L a 5-10 15 Soil Sample TP-PA12-1 collected (5-6')Soil Sample TP-PA12-2 collected (9-10')(16-20') Groundwater sample TP-PA12-1 collected 20 25 30 35 Gray silt, loose i Gray clayey silt, trace shells, moist (26-30') Groundwater sample TP-PA12-2 collected Gray fine grained sand, saturated Gray fine grained sand with some shells, saturated____._.__
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| *
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| * Gray silty fine grained sand, saturated i, mP-PA1 2-3 77,' ND @ 2914 j- pCi/L Completion Notes: m............
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| -.Gray fine grained sand trace shells, moist (36-40') Groundwater sample TP-PA12-3 collected-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater samples collected using inertial pump sampling method and dedicated PTFE sample tubing-Borehole sealed from terminal depth of boring up to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 Oar SV. , "i'es ]nV.BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/15/08 Logged By: MWPA-12C/106C JMagee / TSilar Boring Dia: 6.5 Inches I Boring Number: Completion Depth Feet Description TP-PA1 2-4 ND @ 3109 pCi/L TP-PA1 2-5 ND @ 2685 pCi/L-45 50 (46-50') Groundwater sample TP-PA12-4 collected m oler refusal encountered at 50 feet 55 60 (56-60') Groundwater sample TP-PA12-5 collected 65 75 -Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction B NP- Protected Area borehole to boring total depth (60' bgs)-Groundwater samples collected using inertial pump sampling method and dedicated PTFE sample tubing-Borehole sealed from terminal depth of boring up to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Southport , NC I Project No.: Page 2 Brown Fine-medium grained sand, poorly sorted.Groundwater sample TP-PA1 3-1 collected (18-22')(26-30') Groundwater sample TP-PA13-2 collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling technique-Two 1" PVC monitoring wells installed in borehole (MWPA-13C and MW-13B) and finished with flush mount manhole menho~eSouthport, NC-Wells were redrilled and installed on 4/24/2009-Ground elevation 20.06; Casing elevation 19.78 (MWPA-107B) and 19.81 (MWPA-107C)
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| BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/11/08 ý Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-13BIC/1O7BIC Bryan Sladky Completion Depth Feet Lithology Description 45 50-n 55 60 65 70 75 No soil sample collected due to previousl refusal (46-50') Groundwater sample TP-PA1 3-4 collected No soil sample collected due to previous refusal (56-60') Groundwater sample TP-PA13-5 collected I Jl Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling technique-Two 1" PVC monitoring wells installed in borehole (MWPA-13C and MW-13B) and finished with flush mount manhole ILSouthportl, NC-Wells were redrilled and installed on 4/24/2009-Ground elevation 20.06; Casing elevation 19.78 (MWPA-107B) and 19.81 (MWPA-107C)
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| Project No.: Page 2 I BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By: i,,. Boring Dia: 6.5 Inches Borng Number: PA140/105C Bryan Sladky Sample Intervals Depth C. Completion Lithotogy Description CaE (pCiL,) Feet U)Soil Sample Soil Sample TP-PA14-1 ND @ 2958 pCi/L.Z R 5 5-10 --15 --20 --25 --30 i-35 No water (attempted to collect groundwater sample)(21-25') Groundwater sample TP-PA14-1 collected Gray silt abundant shells @ 32-33, Gray clayey silt TP-PA1 4-2 VND @2967 SpCiIL_I (36-40') Groundwater sample TP-PA14-2 collected Completion Notes: Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater samples collected using inertial pump sampling method and dedicated PTFE tubing-Borehole sealed from the terminal depth of the boring to the bottom of monitoring well screen-1 PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 TP-PA1 0-4 57,760 pCi/L No recovery, sampler refusal encountered at -50' bgs.Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Soil samples collected on 7/29/08-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling method-Two 1" PVC monitoring wells installed in borehole (MW-PA10C
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| / 104C and MW-PA10B / 104B) and finished with flush mount manhole Southport ,NC BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-14C/110C Bryan Sladky-)E Mo C', Sample Intervals (pCi/L)TP-PA14-3 ND @ 2928 pCi/L TP-PA14-4 ND @ 2967 pCi/L Completion Depth Feet Lithology Description I + -No recovery 45 55 -(46-50') Groundwater sample TP-PA14-3 collected........................................................................................................Gray medium grain sand, well sorted. !60..::.::..;..::.::.
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| (57-60') Groundwater sample TP--PA1 4-4 collected...:..:..:.:...:.:
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| ..:.: ...:.:.:.:.:
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| .65 75 -Completion Notes: Site: Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (60' bgs)-Groundwater samples collected using inertial pump sampling method and dedicated PTFE tubing-Borehole sealed from the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Southport, NC_Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By: S.. .Boring Dia: 6.5 Inches BoringNumber:
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| MWPA-15C1090 JMagee / TSilar Sample Intervals Depth S mpCompletion Lithology Description CpE let Feet U)[a -Soil Sample Soil Sample 5 10 20 30 Soil Sample TP-PA1 5-1 collected (5-6')Soil Sample TP-PA15-2 collected (9-10')!(16-20') Groundwater sample TP-PA15-11 collected I TP-PA1 5-1 ND @ 3005 pCi/L No recovery, very hard drilling at this location i (31-35') Groundwater sample TP-PA1 5-2 collected TP-PA1 5-2 ND @ 2880 pCi/L , No recovery, refusal @ about 32', very hard Completion Notes:____________
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| J _____________
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| +/- *1-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth,(48' bgs)-Groundwater screening samples collected using inertial pump sampling method and new PTFE tubing at each interval f-Borehole sealed from terminal depth of boring to bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC I Project No.: Page 1 Project No.: Page I BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-5C/109C IJMagee / TSilar Completion Depth Feet Lithology Description
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| *1 t 45 --50 --55-60 --65 --70 --75 -(41-45') Groundwater sample TP-PA15-3 collected Attempt to collect groundwater samples at 51-55' bgs and 56-60' bgs, no recovery of groundwater Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of naccum extraction B NP- Protected Area borehole to boring total depth (48' bgs)-Groundwater screening samples collected using inertial pump sampling method and new PTFE tubing at each interval-Borehole sealed from terminal depth of boring to bottom of monitoring well screen Southport , NC-1" PVC monitoring well installed in borehole and finished with flush mount manhole_Project No.: Page 2 S'7 BORING LOG WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/17/08 Logged By:.......t i .... Boring Dia: 6.5 Inches Boring Number: MVPA-16C/1I0C J Magee Sample Intervals C L Completion Depth Lithology Description oE (pC{L) Feet U)Soil Sample Soil Sample TP-PA16-1 ND @ 2810 pCi/L ýa a 4t-5--10 --15 --20 --25 --30 --35 -Soil Sample TP-PA16-1 collected (5-6')Soil Sample TP-PA16-2 collected (9-10')(21-25') Groundwater sample TP-PA16-1, collected Soil sampler refusal, could not advance soil sampler (31-35') Groundwater sample TP-PA16-2 collected TP-PA16-2 ND @ 3214 pCi/L Sampler refusal Completion Notes:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to,boring total depth (55' bgs)-Groundwater samples colected using inertial pump sampling method-Borehole sealed fornm the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT S Drill Rig: Geoprobe Date Drilled: 9/17/08 Logged By: Boring Dia: 6.5 Inches Borng Number: MWPA-16CI110C J Magee E Sample Intervals'.(pCi/L)Completion Depth Feet Lithology Description
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| +TP-PA1 6-3 ND @ 2979 pCi/L TP-PA1 6-4 ND @ 2817 45 55 --60 --65 --70 --75 -(41-45') Groundwater'sample TP-PA16-3 collected (51-55') Groundwater sample TP-PA16-4 collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (55' bgs)-Groundwater samples colected using inertial pump sampling method-Borehole sealed fornm the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Southport, NC Project No.: Page 2 i 0lr Ic BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/5/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-17BICI111BIC T Silar Depth Feet Description 5 Soil Sample TP-PA17-2 collected (9-10')10 15 20 (21-25') Groundwater sample TP-PA1 7-1 collected TP-PA1 7-1 3031 pCi/L TP-PA1 7-2 5330 pCi/L 25 No recovery, could not advance soil sampler 30 (31-35') Groundwater sample TP-PA17-2 collected 35 Sampler refusal Completion Notes:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (60' bgs)-Groundwater screening samples collected using inertial pump sampling method-Two 1" PVC monitoring well installed in borehole (MWPA-17C/
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| 111C and MW-178 / 111B) and finished with flush mount manhole-Ground Elevation 20.1; Casing Elevation 19.61 (MWPA-17B/
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| 111B) and 19.87 (MWPA17C/
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| 111C)Site: BNP- Protected Area Southport, NC Project No.: I Page 1 Project No.: Page 1 S ;7 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/5/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-17e/C/111BIC T Silar O..C-E U,)Sample Intervals Completion (pCi/L)Depth Feet Lithology Description
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| -~ 4 TP-PA1 7-5 5330 45 55 65 75 -(51-55') Groundwater sample TP-PA17-5 collected Groundwater sampling attempted, no groundwater could be recovered Completion Notes: Site:-Vaccum excavation to approidimayely 14' bgs-Direct push drilling technq..s using Geoprobe for groundwater screening from terminus ot vaccum extraction BNP- Protected Area borehole to boring total deptti (60' bgs)-Groundwater screening samnples collected using inertial pump sampling method-Two 1" PVC monitoring well installed in borehole (MWPA-17C
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| / 11lC and MW-17B / 1118) and finished with flush mount manhole Southport, NC-Ground Elevation 20.1; Casing Elevation 19.61 (MWPA-17B/
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| 111B) and 19.87 (MWPA17C/
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| 111C)Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT S Drill Rig: Geoprobe Date Drilled: 9/17/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-l8C/112C J Magee.Sample Intervals Depth 0- Completion Lithology Description E (pCi/L) Feet C/)-=:-,._Soil Sample Soil Samplei'LA TP-PA168-1., 9,347 pCi/Ln"r TP-PA18-2 22,370 pCi/L 5-10 -15 20 25 30 35 Soil Sample TP-PA18-1 collected (5-6')..........
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| Soil Sample TP-PA18-2 collected (9-10')Dark brown medium grain sand, saturated (21-25') Groundwater sample TP-PA1 8-1 collected Sampler refusal (30-34') Groundwater sample TP-PA18-2 collected Completion Notes: Site: Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (34' bgs)-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 19.32; Casing Elevation 19.06 Southport, NC Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/18/08 Logged By: Boring Dia: 6.5 Inches BoringNumber:
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| MWPA-t9CI113C Bryan Sladky.) Sample Intervals Depth CL Completion Lithology Description E (pCi/L) Feet Soil Sample Soil Sam Eý5-10 20 30 Soil Sample TP-PA19-2 collected (9-10')Soil Sample TP-PA1 9-1 collected (5-6')Light brown coarse to medium grain sand TP-PA1 9-1 ND @ 2790 pCi/L TP-PA19-2 ND @ 2882 pCi/L Brown medium grain sand,saturated Brown medium grain sand (21-25') Groundwater sample TP-PA1 9-1 collected No recovery, sampler refusal (31-35') Groundwater sample TP-PA19-2 collected Sampler refusal Completion Notes:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (45' bgs)-Groundwater screening samples collected via inertial pump sampling method and dedicated PTFE tubing-Borehole sealed form the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: I Page 1 Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT S S Drill Rig: Geoprobe .Date Drilled: 9/18/08 Logged By: ,i , Boring Dia: 6.5 Inches Boring Number: MWPA-19C/113C Bryan Sladky"a E C,)Sample Intervals-I Completion (pCi/L)Depth Feet Lithology Description t t TP-PA1 9-3 ND @ 3246 pCi/L 45 55 65 75 -(41-45') Groundwater sample TP-PA19-3 collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (45' bgs)-Groundwater screening samples collected via inertial pump sampling method and dedicated PTFE tubing-Borehole sealed form the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Southport , NC Project No.: Page 2 BORING LOG I WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/03/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-20CI114C Bryan Sladky Sample intervals Depth C. completion Lithology Description E (pCi/L) Feet_U)Soil Sample Soil sample TP-PA20-1 ND @ 3117 pCi/L TP-PA20-2 ND @ 3339 pCi/L* S* S 5 10 15 20 Soil Sample TP-PA20-1 collected (4-5')Soil Sample TP-PA20-2 collected (9-10')77 777=Ez_Light brown fine-medium grain sand, trace silt, med. moist to wet 25 30 35 (21-25') Groundwater sample TP-PA20-1 collected No recovery-soil hardness welded threads together on piston sampler.(31-35') Groundwater sample TP-PA20-2 collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniquesyusing Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (V bgs)-Groundwater screeing samples'collected using inertial pump sampling technique-1" PVC monitoring well installed in borehole and finished with flush mount manhole-Ground Elevation 20.21; Elevation 19.59 Southport NC Project No.: Page Af BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 8/29/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA-21C/115C T Silar Sample Intervals Depth-pCompletion Lithology Description E (pCi/L) Feet co Soil Sample Soil Sample 41 TP-PA21-1 41,830 pCi/L S 5 10 15 20 25 30 35 Soil Sample TP-PA21-1 collected (4-5')Soil Sample TP-PA21-2 collected (9-10')Brown Fine to medium grained sand, moist (21-25') Groundwater sample TP-PA21-1 collected (31-35') Groundwater sample TP-PA21-2 collected TP-PA21-9,219 pCi, Completion Notes:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe rig.for groundwater screening from terminus of vaccum extraction borehole to borng total depth (55' bgs)Groundwater screening samples collected using inertial pump sampling method and new PTFE tubing at each interval-Borehole sealed from the terminal depth of the boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: Page 1 BORING LOG / WELL CONSTRUCTION REPORT S Drill Rig: Geoprobe Date Drilled: 8/29/08 Logged By: Boring Dia: 6.5 Inches Boring Number: MWPA21C/115C T Silar A?E CU Sample Intervals (pCi/L)Completion Depth Feet Lithology Description (41-45') Groundwater sample TP-PA21-3 collected TP-PA21-3 7,401 pCi/L TP-PA21-4 ND @ 3006 pCi/L 45 55 --60 --65 --707-75 (51-55') Groundwater sample TP-PA21-4 collected Refusal Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe rig for groundwater screening from terminus of vaccum BNP- Protected Area extraction borehole to boring total depth (55' bgs)Groundwater screening samples collected using inertial pump sampling method and new PTFE tubing at each interval-Borehole sealed from the terminal depth of the boring to the bottom of monitoring well screen SOU NC-1" PVC monitoring well installed in borehole and finished with flush mount manhole S Project No.: Page 2 BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/02/08 Logged By:.Boring Dia: 65 Inches Boring Number: MWPA-22C/116C Bryan Sladky Boringneral D iae.pnhstoihNme:
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| WA2C16C BynSak L ntervals Completion Lithology Description E (pCi/L) Feet Soil Sample TP-PA22-1 collected (4-5')5-10 20 -Soil Sample TP-PA22-2 collected (9-10')(21-25') Groundwater sample TP-PA-22-1 collected 25 30 35 (31-35') Groundwater sample TP-PA-22-2 collected Completion Notes:-Vaccum excavation to approximayely 14' bgs-Soil samples not collected due to extreme hardness of formation-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (65' bgs)-Groundwater samples collected using inertial pump sampling method-Borehole sealed from base of borehole to the bottom of monitoring well screen-1V PVC monitoring well Site: BNP- Protected Area Southport, NC Project No.: I Page 1 Project No.: Page 1 silar ttýý,:rvic-1,10, BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe iDate Drilled: 9/02/08 Logged By: 'MWPA-22CI116C Bryan Sladky Boring Dia: 6.5 Inches Boring Number: Completion Description (41-45') Groundwater sample TP-PA-22-3 collected (51-55') Groundwater sample TP-PA-22-4 collected 60 -70 --75 -Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Soil samples not collected due to extreme hardness of formation BNP- Protected Area-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (65' bgs)-Groundwater samples collected using inertial pump sampling method-Borehole sealed from badesf borehole to the bottom of monitoring well screen Southport NC-1" PVC monitoring well i, Project No.: Page 2 jj BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/02/08 Logged By: I.. .Boring Dia: 6.5 Inches Borng Number: MWPA-23C/117C Bryan Sladky Sample Intervals (pCi/L) Completion Depth Lithology Description E Feet CU-2.-Soil Sample Soil Sample TP-PA-23-1 ND @ 3002 pCi/L TP-PA-23-2 ND @ 3656 pCi/L a 5-10 20 30 -35 Soil Sample TP-PA23-1 collected (4-5')Soil Sample TP-PA23-2 collected (9-10')(21-25') Groundwater sample TP-PA23-1 collected (31-35') Groundwater sample TP-PA23-2 collected Completion Notes:-Vaccum excavation to approxiayely 14' bgs-Direct push drilling techniqt~ls using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total dett(55' bgs)-Groundwater screening samples collected using inertial pump sampling method and new PTFE tubing-Borehole sealed from the terminal depth of boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with flush mount manhole Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 Silar service., Ine BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/02/08 Logged By: MWPA-23CI117C Bryan Sladky Boring Dia: , 6.5 Inches Boring Number: Completion Depth Feet Lithology Description
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| .4 4 TP-PA23-3 ND @ 2793,ýpCi/L TP-PA23-4,'
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| ND @ 3029.pCi/L p 45 55 --60 --65 --70 --75 -(51-55'.)
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| Groundwater sample TP-PA23-4 collected (41-45') Groundwater sample TP-PA23-3 collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BNP- Protected Area borehole to boring total depth (55' bgs)-Groundwater screening samples collected using inertial pump sampling method and new PTFE tubing-Borehole sealed from the terminal depth of boring to the bottom of monitoring well screen-1" PVC monitoring well installed in borehole and finished with fush mount manhole. Southport, NC Project No.: Page 2 (BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/03/08 Logged By:ýrvieýý, I"c. Boring Dia: 6.5 Inches Boring Number: MWPA-24BICI118BIC Bryan Sladky Sample Intervals Depth CL Completion Lithology Description ME (p~i/L) Feet *U)0 Soil Sample TP-PA23-1 collected (4-5)Soil Sample Soil sample TP-PA22-1 ND @ 2887 pCi/L TP-PA22-2 ND @ 2906 pCi/L 5-10 20 30 Soil Sample TP-PA23-2 collected (9-10')(21-25') Groundwater sample TP-PA-24-1 collected (31-35') Groundwater sample TP-PA-24-2 collected Completion Notes:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction borehole to boring total depth (65' bgs)-Groundwater sanmples collected using inertial pump sampling method and new PTFE tubing at each interval-Two 1" PVC monitoring wells installed in borehole (MWPA-24C
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| / 118C and MWPA-24B / 1186) and finished with flush mount manhole-Ground Elevation 19.96; Casing Elevations:
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| 19.51 (MWPA24B / 118B) and 19.51 (MWPA-24C/
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| 118C).Site: BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1 BORING LOG WELL CONSTRUCTION REPORT s s " Drill Rig: Geoprobe Date Drilled: 9/03/08 Logged By: ,IM , Boring Dia: 6.5 Inches Boring Number: MWPA-24B/Ci1188/C Bryan Sladky E Co C', Sample Intervals (pCi/L)Completion Depth Feet Lithology Description
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| -~ 4 TP-PA22-3 ND @ 2793 pCi/L TP-PA22-4 ND @ 3029 pCi/L TP-PA22-5 ND @ 2907 pCi/L 45 55 65 75 -(41-45') Groundwater sample TP-PA-24-3 collected (51-55') Groundwater sample TP-PA-24-4 collected (61-65') Groundwater sample TP-PA-24-5 collected Completion Notes: Site:-Vaccum excavation to approximayely 14' bgs-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extraction BN P- Protected Area borehole to boring total depth (65' bgs)-Groundwater sanmples collected using inertial pump sampling method and new PTFE tubing at each interval-Two 1" PVC monitoring wells installed in borehole (MWPA-24C/
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| 118C and MWPA-24B / 118B) and finished with flush mount manhole Southport, NC-Ground Elevation 19.96; Casing Elevations:
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| 19.51 (MWPA24B I 118B) and 19.51 (MWPA-24C/11 BC).Project No.: Page 2 ss.Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 Appendix B DENR Well Construction Records NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Deparnmcnt ul Environment and Natural Rcsourccs-D)ivisioin ofWatcr Quality WELL CON'TRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
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| JOHNNY BURR Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION.
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| INC.Well Cfilfiaclor Company Name S 176 COMMERCE BLVD STATSVIILLE NC 28625" " ity'or'Town Slate Zip Code 70 .872-7686 Area'6de-Phone number 2. WELL'TIAFORMATION:
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| SITE WELL ID #(if applicable).
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| MWPA-6 STATE WELL PERMIT#(if applicable).
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| DWQ or OTHER. PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring 8J Municipal/Public
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| [-I lndustrial/Commercial 0 Agricultural 0 Recovery 0 Injection E Irrigationio Other 0 (list use)DATE DRILLED 09/11/08 TIME COMPLETED AM 0 PM C3 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK POBOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (9pm): N/A METHOD OF TEST N/A f. DISINFECTION:
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| Type NIA Amount N/A g. WATER ZONES (depth): From To From_ To From___ To From_ To From_ _ Tno From_ To 6. CASING: Thickness/
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| Depth DiiAnqer W 'ghj Material From 0.0 To 15.0 Ft. 1 PVC Frcm To Ft.Frcm_ To_ Ft.7. GROUT: Depth Material Method Fron 0.0 To 4.0 Ft. Portland benionile SLURRY Frcm To Ft.Frcm -To__ Ft.8. SCREEN: Depth Diameter Slot Size Material Frcm 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From To Ft. in, in.From__ _ To_ Ft. in. "_ in, 9. SAND/GRAVEL PACK: Depth Size Material From 13.0 To 3 5.0 Fl. 20-40 Fine Silica Sand From To_ _ Ft.From____ To Ft. -10. DRILLING LOG From To Formation Description (Street Name, Numbers, Community, Subdivision.
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| Lot No.. Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: ISIope oValley OFlal ORidge C Other (check appropriate box)LATITUDE May Ie inl dcyrueb, IllillULes, seconds o.-LONGITUDE In a (rlcinial 16imfala Latitude/longitudc source: OGPS oTopographic mapl (location of we/# must be shown on a USGS topo map ano attached to this form it not using GPS)4. FACILITY.
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| is the name or the business where lhe well is tecaiea.FACILITY ID #(if applicable), NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code 0.0 8.0 8.0 20.0 20.0 30.0 GRAVEL BROWN SAND GRAY SAND SILT 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES IL NO L c. WATER LEVEL Below Top of Casing: ___ F_(Use "+" if Above Top of Casing)I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1CA 2C, WE. i. ICONSIRUCTIONANOARDS.
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| AND THAT A COPY OF THIS E -HAS BEEN IPROVIDED TO, ELL OWNER.Ail- .,., .," --..4 .10/01/08'SIGNAT E OF CERTIFI -NTRACTOR, DATE JOHNN'Y BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NtON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of EnvironnmCnt and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 .872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| MWPA-7 STATE WELL PERMIT#(if applicable)_
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| DWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring QJ Municipal/Public I-I Industrial/Commercial
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| ] Agricultural El Recovery 0 Injection
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| (-I Irrigationo O!her D (list use).DATE DRILLED 09/15/08 -09/18/08 TIME COMPLETED AM 0 PM Li 3. WELL LOCATION: CITY: SOUTHPORT COUNTYBRUNSWICK POBOX1042g 28419 (Street Name7_4Umbers, Community, Subdivision.
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| Lot No., Parcel. Zip Code)TOPOGRAPHIC
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| / LAND SETTING: Slope V.ie 0Flat oRidge ED Other (ch,'k appropriate box)LATITUDE-
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| ' -_I May be in degrees.minutes. seConds or LONGITUD .in a decimal formil Latitude/Ioni itude source: OGPS oTopographic map (location oA well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm) N/A METHOD OF TEST N/A f. DISINFECTION:
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| Type N/A 'Amount N/A g. WATER ZONES (depth): From -To_ From_ To From_ _ To_ _ From_ To From -To From_ To 6. CASING: Thickness/
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| Depth Diameter Weioht Material From 0.0 To 15.0 Ft. SC1140 PVC From -To_ Ft._ _From _To_ _ Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.From To Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. .010 in, PVC From _ To _ Ft. in. _ in.From , To o Ft. in. _ in.9. SAND/GRAVEL PACK: Depth Size Material From 13 0 To 30.0 Ft. 20-40 Fine Silica Sand From To Ft.From To Ft.10. DRILLING LOG From To Formation Description 0.0 10.0 GRAVEL 10.0 18.0 BROWN SAND 18.0 30.0 GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4 0 to 13.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES _J NO p.c. WATER LEVEL Below Top of Casing: 20.0 FT (Use "+" if Above Top of Casing)DO HEREBY CERTIF -(THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2-, WELL CONSTRUCTION STANDARDS.
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| AND THAT A COPY OF THISHAS BEEN PROVIDEDTO THE)iLL OWNER.K Ai 11.1 -- 1 10/01/08-- --W ýv -FyV BCERTIFIERR 0V igrfYBURR DATE PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 .872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)_
| |
| MWPA-8 STATE WELL.PERMIT#(if applicable).
| |
| DWQ or OTHER PERMIT #(if applicable)_
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| WELL USE (Check Applicable Box) Monitoring K Municipal/Public U Industrial/Commercial 0 Agricultural 0 Recovery E] Injection
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| [3 IrrigationO Other C1 (list use)DATE DRILLED 09/15/08 -09/18/08 TIME COMPLETED AM El PM E: 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK POBOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
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| Type N/A Amount N/A g. WATER ZONES (depth): From. _ To_ From_ To_From. _ To_ _ From_ To From. To_ From -To 6. CASING: Thickness/
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| Depth Diameter Weioht Material From 0.0 To 15.0 Fl. 1 INC H Scr40 PVC From To T Ft._From T 0o Ft. -7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland benionite SLURRY From _ To Ft.From -To_____ Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From _ _- _ To Ft. in. -in.From To -Ft. in. _ in.9. SAND/GRAVEL PACK: Depth Size Material From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From To _ Ft._From To _ Ft.10. DRILLING LOG From To Formation Description 0.0 10.0 GRAVEL 10.0 18.0 BROWN SAND 180 30.0 GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.(Street Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Codei TOPOGRAPHIC
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| / LAND SETTING: ElSIope EValley EJFlat EiRidge [i Other (check appropriate box)- _LATITUDE _ May be in degrees...minutes, seconds or LONGITUDE in a decih1,1 lormat i Latitude/longitude source: ciGPS oTopographic Map (location of well must be shown on a USGS topo map and attached to this form ff not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPOR'Týil NC 28419 City or Towi.t State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Pfhione number 5. WELL DETAIL"S" a. TOTAL DEPTH: 30.0 b. DOESWE'LL REPLACE EXISTING WELL? YES -c. WATER IVEL Below Top of Casing: 20.0 FT.4(se "+" if Above Top of Casing)1OO HEREBY CERTIF Y' THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2U. WELL C:ONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOUD HAS BEEN PROVIDED TO THE )LL OWNER.fj4l. /4ýw 10/01/08 NO P r SJ0MKTERTFIEL~
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| e~TMAe"R fPrJOHIWY BURR DATE PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 A ON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC1VpLORATION, INC.Well Contractci'iCompany Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 £ .872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)_
| |
| MWPA-9 STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E1 Municipal/Public 2_Industrial/Commercial C] Agricultural E] Recovery ] Injection
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| [_Irrigation)]
| |
| Other 0 (list use)DATE DRILLED 09/15/08 .09/18/08 TIME COMPLETED AM [] PM Ci 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 (Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Codei TOPOGRAPHIC
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| / LAND SETTING: 0Slope IValley )]FIalat rRidge Li Other (check appropnate box)LATITUDE May be in degrees minutes, seconds or LONGITUDE in A decimal OrrmiýLatitude/longitude source: C]GPS rJTopographic map (location of wet/ must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code (il___Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES Ll NO -c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A I. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From -To_ From_ To From- To_ _ From -To Froim To_ _ From -To 6. CASING: Thickness/
| |
| Depth DiameJer Weihl Material From 0.0 To 15.0 Ft. 1 INC SH r PVC From To o Ft._From To _ Ft. -7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.From 0TO Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. 010 in. PVC From _ _ To Ft. in, in.From- To Ft. in. in.9. SANDIGRAVEL PACK: Depth Size Material From 13.0 .To 30.0 Ft. 20-40 Fine Silica Sand From __ To_ Ft.From To -- Ft._10. DRILLING LOG From To Formation Description 0.0 10.0 GRAVEL 10.0 18.0 BROWN SAND 18.0 30.0 GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4,0 to 13.0 Feet.I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15,CAC-2C, WELL CONSTRUCTION SbNDARDS, AND THAT A COPY OF THIS VICERTO E ELL WOINTR, WIGNATAWOFCERTIFIE17ýELL ONTFFACTOR D0/1/0 r JOHNttNY BURR PRINTED NAME OF: PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05
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| 'I ~Ir NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Deparmeticii or and Natural R,:sources-Division of Water Quality WELL CONTRACTOR CERLTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contraclor (Individual)
| |
| Name GEOLOGIC EXPLORATION.
| |
| INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCEBLVD STATESVILLE NC 28625 City or Town State Zip Code 704( ., .872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| MWPA-10D, lOS STATE WELL PERMIT#(if applicable).
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| DWQ or OTHER PERMIT #(if applicable)_
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| WELL USE (Check Applicable Box) Monitoring
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| [] Municipal/Public
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| [;I Induslrial/CommercialCI Agricultural[]
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| RecoveryC0 Injection Irrigatlion Other [1 (list use)DATE DRILLED 09/09/08.09/11/08 TIME COMPLETED AM 0 P&I [I 3. WELL LOCATION: CITY: ,SOUTHPORT COUNTY BRUNSWICK POE8OX10429 28419 (StretName, Numbers, Community.
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| Subdivision.
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| Lot No.. Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: 0 Slo I.Valley 0Flat I-Ridge 0 Other-.'check appropriate box)* jLATITUDE May br in dcgreeý.LATIiTUDEs seconds o LONGITUDE
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| ______ in a dcc linia Ibnma.Latitude/longitude source: c3GPS []Topographic nap (location of well must be shown on a USGS topo map ano attached to this form ff not using GPS)4. FACILITY.
| |
| is the name of the ousiness where th well is iocaieo FACILITY ID #(if applicable)_
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| _ _ __NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10420 SOUTHPORT NC 281d19 Cily or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminaled at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): NIA METHOD OF TEST N/A f. DISINFECTION:
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| Type N/A Amount N/A 9. WATER ZONES (deplh): I:ron To From_ To From To -From_ To_F:rom___ To- From To 6. CASING: Thickness/
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| Depth Dimtqer WPvh c Material From 0.0 To 50.0 Ft._11 PVC From 0.0 To 15.0 Ft. 1 INCH SCH40 PVC Frcom To Ft.__7. GROUT: Deplh Material Method From 0.0 To 4.0 Ff. Portland benionile SLURRY Frcm Tu Ft.Frcm_ To__ Ft.8. SCREEN: Depth Diameter Slot Size Material Frcm 50.0 To 60.0 Ft. 1.0 in. .010 in, PVC Frcm 15.0 To 30.0 FtIl0 in. .010 in. PVC From -__ _ To Ft. in. _ in.9. SAND/GRAVEL PACK: Deplh Size Material From 48.0 To 60.0 Ft. 20-40 Fine Silica Sand From 13.0 To 35.0 FI, 20-40 Fine Silica Sand*From To_ _ Ft._10. DRILLING LOG From To Formation Description 0.0 8.0 GRAVEL 8,0 40.0 BROWN SAND 40.0 60,9 GRAY SAND SILT 11. REMARKS.Bentonite Holeblock from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.City or Town State Zip Code Area code -Phone number 5, WELL DETAILS: a. TOTAL DEPTH: 60.0, 30.0 b. DOES WELL REPLACE EXISTING WELL? YES [- NC IF c. WATER LEVEL Below Top of Casing: __T.(Use "+" if Above Top of Casing)I DO H, CBY CER'IFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH ISA ".2qWELL CONýTRUCT ON STAARDS. AND THAT A COPY OF THIS Re E ..IDED O THEO. K OWNER, 10/01/08 IGNATURI CERTIFIED LLCNTRACTOR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05
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| 'dM1* ,-.....-.'r~ \'~~--Itt, NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina IDeparuncnt m l int r enl and Natu'al Resources-l)ivision nf Water Quality WELL CON'rRACTOR CERTIFICATION
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| # 3098 1; WELL CONTRACTOR:
| |
| JOHNNY BURR Well Conlractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC, 1; WELL CONTRACTOR:
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| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town SLate Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| MWPA-11 STATE WELL PERMIT#(i applicable), DWQ or OTHER PERMIT #(if applicable)__
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| WELL USE (Check Applicable Box) Monitoring ID Municipal/Public
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| (-I Industrial/Commercial 0 Agricultural 0 Recovery I. Injection Irrigationo Other 0 (list use)DATE DRILLED 09/11/08 TIME COMPLETED AM D PM : 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 (Street Name, Numbers, Community.
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| Subdivsion, Lot No.. Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: rSIope oValley 0F17al rCRidge 0 Other (check appropriate box)LATITUDE _May bc in dcgre,', Ininiuti, secunds (r /LONGITUDE in a drcimal formal Latitude/longitude source: oGPS oTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-aT the name of ihe business where the well is locatea, FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require Ea variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f, DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From__ Toi -From -To From___ Toi From To_From______
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| To From To_6. CASING: Thickness/
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| Deplh Diaimter Wsohtý Material From 0.0 To 15.0 Ft, 1 IN Si-4 PVC From____ TTu F._Frc,m___ To_ Ft. -7. GROUT: Deplh Material Method From 0.0 To 4.0 Ft. Portland bantonite SLURRY From _ To Ft.From____ To_ _ Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Fl, 1.0 in. .010 -in, PVC From -To Ft. in. _ in.From_ To___ Ft. in. _ in, 9. SAND/GRAVEL PACK: Depth Size Material From 13.0 To 35.0 Fl. 20-40 Fine Silica Sand From- __ To FL,_From To_ _ Ft.10. DRILLING LOG From To Formation Description 0.0 8.0 GRAVEL 8.0 20.0 BROWN SAND 20.0 30.0 GRAY SAND SILT 11. REMARKS: Bentonile seal from 4.0 to 13.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 Clitybr Town Slate Zip Code Area code -Phone number 5. WELL' ,ETAI LS: a., TOT.D, DEPTH: 30.0 b.
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| REPLACE EXISTING WELL? YES [ NO El c.. WATER LEVEL Below Top of Casing: F___1.. " (Use "+" if Above Top of Casing)t oo CERTiIFY THAT T~ils WELL WAS CONSTRUCTED IN ACCORDANCE WITH iS ..(, WELL CONSlItUCTION S DARDS, AND THAT A COPY OF THIS a 6vioeo, T7zos Ti L WNER.'GNAfU:&F CERTIFIED r.LL CONTRACTOR DATE JOHNNY BURR.PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 IVON RESIDENTIAL WELL CONSTRUCTION RECORD.North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTIAC JOHNNY BURR TOR: Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704 _ -872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| MWPA-12 STATE WELL PERMIT#(if applicable)_
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| DWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring 2 Municipal/Public 1-1 Industrial/Commercial LI Agricultural 0 Recovery 0 Injection i-Irrigationo Other [] (list use)DATE DRILLED 09/15/08 -09/18/08 TIME COMPLETED AM 0 PM O 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm) N/A METHOD OF TEST N/A f. DISINFECTION:
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| Type N/A Amount N/A g. WATER ZONES (depth): From -To From_ To From. To From_ To From--- To_ _ From_ To 6. CASING: Thickness/
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| Depth Diateter Weipht Material From 0.0 To 15.0 Ftl.1 INCH SC04 PVC From ---- _ To ..Ft._F rom Tr o Ft. -7. GROUT: Depth Material Method From 0.0 o 04.0 Ft. Portland bentonite SLURRY From To Ft.From To Ft.8. SCREEN: Depth Diameter Slot Size Materiai From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From To _ Ft. in. in.From -To Ft. in. in.9. SAND/GRAVEL PACK: Depth Size Material From 13.0 To 30.0 Ft, 20-40 Fine Silica Sand From _ To Ft._From _ To_ Ft.10. DRILLING LOG From To Formation Description 0.0 10.0 GRAVEL 10.0 18.0 BROWN SAND 18,0 300 GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel. Zip Code'TOPOGRAPHIC
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| / LAND SETTING: 0Slope OValley EtFIat ORidge [] Other (check appropriate box) _LATITUDE May be indegires.
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| minutes, seconds oU LONGITUDE in a decimal ibrrrai Latitude/longitude source: oGPS 0Topographic map (location of well must be shown on a USGS t opo map and attached to this form ff not using GPS)4. FACILITY-is the name of the business where the welI is located FACILITY ID #(if applicable)
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES [J NO c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)IDO HEREBv CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH l1 CAC 2C, WELL CDNSTRLICTIONaANDARDS, AND THAT A COPY OF THIS RS BEEN OVIDED TO OffT"NELL OWNER 011177110/01/08 I PrSIGNATL0 OF CERTIFII"'VVE[LtCO0NTWCTOR JOHNNY BURR DATE PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service"Center-Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 t ,-- 4~NON RESIDENTIAL
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| 'ELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 2402 1. WELL CONTRACTOR:
| |
| MIKE MCCONAHEY Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRE'SS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE WELL ID #(if applicable)
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| MW-PA-13A, MW.PA-13B STATE WELL Pý,FMIT#(if applicable)
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| DWQ or OTHE PERMIT #(if applicable)_
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| WELL USE (ChecA pplicable Box) Monitoring E Municipal/Public oI Indlsr~ia:l/oCore
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| ;a.[] Agricultural L] Recovery [- Injection E]Irrigationo, t LE]i (list use)DATE DRILLE 04/23/09 -04/24/09 TIME COMPLET 1 ED AML7 PM El 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 284,19 (Street Name, Numbers, Community, Subdir.sion Lot No., Parcel, Zip Code)TOPOGRAPHIC
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| / LAND SETTING: 0Slope OValley DFlat LIRidge C] Other (check appropriate box)LATITUDE _ May be in degrees, minutes, seconds or LONGITUDE in a decimal lbrmsi Latitude/longitude source: E]GPS EiTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well ,s located, FACILITY ID #(if applicable)_
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 d. TOP OF CASING IS 0.0 FT. Above Land Surface'*Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From To From To SFrom To_ From_ To From_ To_ From_ To 6. CASING: Thickness/
| |
| Depth Diameter We iht Material From 0.0
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| * To 50.0 Ft. 1 INCOH SC40 PVC From 0.0 To 15.0 Ft. 1 INCH SCH 40 PVC From -To_ _ Ft._7. GROUT: Depth Material Method From 1.0 To 2.0 Ft. Potland bentonite SLURRY From To Ft.From -To_ Ft.8. SCREEN: Depth Diameter Slot Size Material.From 50.0 To 60.0 Ft. 1.0 in, .010 -i6. PVC From 15.0 To 300 Ft. 1.0 in, .010 in. PVC From To_ Ft. in, _ in.9. SAND/GRAVEL PACK: Depth Size Material From 47.0 To 60,0 Ft. 20-40 FINE SILICA SAND From 13.0 To 30.0 Ft. 20-40 FINE SILICA SAND From To_ Ft._10. DRILLING LOG From To Formation Description 0.0 1.0 1.0 13.0 13.0 31.0 31.0 47.0 47.0 62.0.MANHOLEICONCRETE HOLE BLOCK SAND -2 BENTONITE SAND -2 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code 11. REMARKS: BENTONITE SEAL FROM 31.0 TO 47.0 FEET & 2.0 TO 13.0 FEET Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 60.0 FEET/30.0 FEET b. DOES WELL REPLACE EXISTING WELL? YES L[ NO E]c. WATER LEVEL Beow Top of Casing: 12.0 FT.(Use '+" if Above Top of Casing)HDO CERTY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1AyA 2c WiCONSTRUCT IS HA COPY OF THIS R EJ T H~AT.~ PRO Ds SIGNATURE OF WELL DATE MIKE MCCONAHEY PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 INON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resoirces-D)ivision of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Indivdual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704c -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
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| _MWPA-14 STATE WELL PERMIT#(it applicable)
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| DWQ or OTHER PERMIT #(if applicable)*
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| WELL USE (Check Applicable Box) Monitoring EI Municipal/Public 7 Industrial/Commercial
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| [ Agricultural 0 Recovery C Injection Li Irrigationo Other 0 (list use)DATE DRILLED 09/16/08 -09/19/08 TIME COMPLETED AM 0 PM I'3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface*'Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC,2C .0118.e. YIELD (gpm): .N/A METHOD OF TEST N/A f. DISINFECTION:
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| Type_ N/A Amount N/A g. WATER ZONES (depth): From -- To--To From -To From To From To From -To__ From -To 6. CASING: Thickness/
| |
| Depth Weioht Material From 00 To 15.0 Ft. 1 IN SC40 PVC From _ 1o _ Ft.From.-_ To- Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From.___ To____ Ft.From 1 o Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From To_ _ Ft. in. _ in.From To_ __ Ft. in. -in.9. SAND/GRAVEL PACK: Depth Size Material From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From To Ft.From To Ft.10. DRILLING LOG From To Formation Description 0.0 4.0 ASPHALT 4.0 10.0 GRAVEL 10.0 18.0 BROWN SAND 18,0 30.0 GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4.00 o13.0 Feet.4 (Street Name, Numbers, Community.
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| Subdivision, Lot No.. Parcel, Zip Code.TOPOGRAPHIC
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| / LAND SETTING: r- Slope rValley [IFlat 0 Ridge 0 Otherappropriate box)LATITUDE May be in degrees, minutes, seconds o, LONGITUDE in a decima formai Latitude/longitude source: C]GPS EiTopographic map (locaton of well must be shown on a USGS topo map and attached to this form if not using GPS)FACILITY.
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| is thel' ame of the business where the well is localed.FACILITY IDQ(if applicable)_
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| ________NAME OF FA-ILITY PROGRESS ENERGY STREET AD ESS PO BOX 10429 SOUTHP .NC 28419 City or-.C2 .State Zip Code CONTACT" SON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT' NC 28419 i City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES C1- NO PO c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 AC C. WELL CONSTRUCTION S5 CDARDS, AND THAT A COPY OF THIS RD Uý )VIDD M0 /EL OWNER.10/01/08 TU9R7UO DATEOF CERTIFIER "EL -0 I J'OHFNNY BU-RR I PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 r;(\r NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
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| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704_ -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| MWPA-15 STATE WELL PERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Public r-Industrial/Commercial
| |
| ] Agricultural 0 Recovery E Injection 0 Irrigation0 Other E] (list use) -DATE DRILLED 09/16/08-09/19/08 TIME COMPLETED AMO PMO 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From_ To _ From_ To From To From To From_ _ To___ From_ To 6. CASING: Thickness/
| |
| Depth Diameter We*hIT Material From 0.0 To 15.0 Ft. 1 INCH S6 PVC From To_ Ft._From _ To_ _ Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From- To _ Ft.From To_ Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 300 Ft. 1.0 in. .010 in. PVC From " To Ft. in. -in.From --To -Ft. in. _ in.9. SANDiGRAVEL PACK: Depth Size Material From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From_- _ 7_o_ Ft._From __ To Ft._10. DRILLING LOG From To Formation Description 0,0 4.0 ASPHALT 4.0 10.0 GRAVEL 10.0 18.0 BROWN SAND 18.0 30.0 GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: 0rSIope oValley 0]Flat 0-Ridge 03 Other (check appropriate box)LATITUDE _ May be in degrees minutes,seconds o0 LONGITUDE in a decimal lronisa Latitude/longitude source: 0 GPS 0 Topographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
| |
| is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAIE:s a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES 0 NO P9 c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)I DO HEREBe CERTIFY THAT THIS WELL WAS CONST1UCTED IN ACCORDANCE WITH 15A WC 2C' WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REM' H BEEN TO TH 0 & L OWNER.l ..10/01/08#'GNATUFI&F CERTIF IEE DM6L l!*flVRAlCR JOA:NNY BURR DATE WELL PRINTED NAME OF PERSON CONSTRUCTING THE Submit the ori inal to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Serviý Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NVONRESIDENTIAL WELL CONSTRIJCTION RECORD North Carolina Departmenl ul' Envi-inmeni and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3398 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILIE!
| |
| NC 28625 City &jTown State Zip Code (704 ).- 42-7686 Area code: hone number 2. WELL INFO MATION: SITE WEL-I #(if applicable)
| |
| MWPA-16 STATE WEL .ERMIT#(if applicable)
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring K Municipal/Public Industrial/Commercial E] Agricultural
| |
| [] Recovery 12 Injection 7 Irrigation[-
| |
| Other 0 (list use)DATE DRILLED 09/16/08 -09/19/08 TIME COMPLETED AM 12 PM L[3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From -To_ _ From To From-- To_ From -To From-- To_ _ From -To 6. CASING: Thickness/
| |
| Depth Diameter Weiaht Material From 0.0 To 15.0 Ft. 1 INCMH Sc 40 PVC From To_ Ft.From -- To_ Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From_ _ o _ Ft.From T o Ft.B. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From To Ft. in. in.From "fTo Ft. in. in.9. SANDI/GRAVEL PACK: Depth Size Material From 13.0 -o 30.0 Ft. 20-40 Fine Silica Sand From _ To Ft._From To_ _ Ft._10. DRILLING LOG From To Formation Description (Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Codej TOPOGRAPHIC
| |
| / LAND SETTING:[]Slope oValley []Flat 12Ridge 12. Other (check appropriate box)LATITUDE May be in degrcýs.minutes, second. or LONGITUDE in a decimal format Latitude/longitude source: 12GPS r2Topographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY.
| |
| is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES D2 NO X.c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)0.0 4.0 4.0 10.0 10.0 180 18.0 30.0 ASPHALT GRAVEL BROWN SAND GRAY SANDY CLAY 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.1 00 HEREBY CERTlIF' -HAT T:-ilS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2:; WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOW-HAS BEEN 'ROVIDEO TO THE WkkL OWNER, 10/01/08 ppJCHTV?4¶ BURR DATE.PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTL4L WELL CONSTRUCTION RECORD North Carolina Department or Environmien and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD.STATESVILLE NC 28625 City or Town State Zip Code (704_ -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable).
| |
| MWPA-17, D-175 STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring 8J Municipal/Public I.Industrial/Commercial 1 Agricultural 1 Recovery 1 Injection 1-IrrigationE Other 02 (list use)DATE DRILLED 09/02/08 TIME COMPLETED AM 1- PM [1 3. WELL LOCTl0ION:
| |
| CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 (Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip CodeýTOPOGRAPHIC
| |
| / LAND SETTING:[]Slope 12Valley .OFlat CRidge 1] Other (ch, appropriate box)____LATITUDE ______ May be in degree.s.; -minutes, seconds o, LONGITUDE
| |
| ______"_______"in a decimal torma-.Latitude/,on itude source: 1]GPS 12Topographic map (tocation, well must be shown on a USGS topo map anJ attachedi this form if not using GPS)4. FACILITY-s e'name of the business where the well is located.FACILITY ýID if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 60.0, 30.0 b. DOES WELL REPLACE EXISTING WELL? YES Li NO Z]c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use +" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT, Above Land Surface**Top of casing terminated at/or below land.surface may require a variance in accordance with 15A NCAC 2C .0118, e. YIELD (gpm) N/A__ METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From To _ From_ To From_ _ To_ From_ To From _ To From_ To 6. CASING: Thickness/
| |
| Depth Dia r Weioht Material From 0.0 To 50.0 Ft.1 IN s 40 PVC From 0.0 To 15.0 Ft. 1 INCH SCH40 PVC From ___ _To Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.From_ To Fl.8. SCREEN: Depth Diameter Slot Size Material From 50.0 To 60.0 Ft.1.0 in. .010 in. PVC From 150 To 3(.0 Ft.1 0 in. .010 in. PVC From_ _To __ Ft. in, _ in.9. SAND/GRAVEL PACK:)epth. Size Material From 48.0 ro 61.0 Ft. 20-40 Fine Silica Sand From 13.0 To 35.0 Ft. 20-40 Fine Silica Sand From To_ _ Ft,.10. DRILLING LOG From To Formation Description 0.0 4.0 ASPHALT 4.0 10.0 GRAVEL 10.0 60.0 BROWN SAND 11. REMARKS: Bentonite HoleblocK from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.IDO HEREBY CERTIF r THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 5 AC 2C, WELL CONSTRJCTION ST NDARDS. AND THAT A COPY OF THIS R ,D 0S BEEN P;OVIDED TOTH 7 -i.A- OWNER 09/30/08 OrNATLIf F CERTIFIEN LOR DATE JOHNNY B;JRR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolhia Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704 -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)_
| |
| MWPA-18 STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public E: Industrial/Commercial 0 Agricultural El Recovery 0 Injection
| |
| .IrrigationO-Other 0 (list use)DATE DRILLED 09/17/08-09/22/08 TIME COMPLETED AM F] PME 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 (Street Name. Numbers, Community, Subdivision, Lot No., Parcel. Zip Code: TOPOGRAPHIC
| |
| / LAND SETTING: USlope 0 Valley OFlat ORidge E] Other (check appropriate box)LATITUDE May be in degrecs, minutes, seconds or LONGITUDE in a decima: tbrmal Latitude/longitude source: U GPS U Topographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 d. TOP OF CASING IS,1 2.5 FT. Above Land Surface*'Top of casing lerminated at/or below land surface may require a variance in accordance With 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From To From To From -To__ From_ To From To From To 6. CASING: Thickness/
| |
| Depth Diam er Wei ht Material From 0.0 To 15.0 Ft._1 X Sco PVC From,_ o Ft.From,_ To Ft._7. GROUT: Deplh Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.From To Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From To Ft. in. in. , From.- To Ft. in. _ in.9. SAND/GRAVEL.
| |
| PACK: Depth Size Material From 13.0 To 30.0 Fl. 20-40 Fine Silica Sand From __ To Fl._From __ To__ Fl.10. DRILLING LOG From To Formation Description 0.0 10.0 CONCRETE)100 18.0 ,GRAVEL 18Q 30.0 BROWN SAND 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORtI NC 28419 City or Tok State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELI., REPLACE EXISTING WELL? YES U]c. WATER L VEL Below Top of Casing: 20.0*(lle "+" if Tonar nf (Theinnl I DO HEREe" CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A N&.-C WELL CONSTRUCTION STANDARDS, AND THAI A COPY OF THIS REC A ENPRV E TO THE WAOWNER.Lýý.vesbvk-10/01/08 NO FJ FT f^ATURE((Q'C-RTIFIED )-(OI fKA'' ;Pe" JOHNNY BURR DATE V .-.. PRINTED NAME OF PERSON CON Submit theoribinal to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail S6vl e ICente r- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.STRUCTING THE WELL Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of EnN ironment and Natural Resources-D[ivision of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contract 'Company Name STREET AIboESS 176 COMMERCE BLVD STATESVILL' NC 28625 City or Town Stale Zip Code 704 : -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| MWPA-19 STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Public
| |
| ,!Industral/Commercial C1 Agricultural Li Recovery Ej Injection
| |
| []Irrigationri Other Li (list use)DATE DRILLED 09/18/08 -09/22/08 TIME COMPLETED AM Li PM OI 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 (Street Name, Numbers, Community, Subdivision, Lot No.. Parcel. Zip Code)TOPOGRAPHIC
| |
| / LAND SETTING: FlSlope oLValley r0Flat I-Ridge Li Other (check appropnate box)LATITUDE May be in degtcrs.minutes. sconds or LONGITUDE in a decimal Ib'niat Latitude/longitude source: QDGPS LiTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is locales.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm): N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From___ To _ From- To From_ To -From_ To From_ To_ From_ To 6. CASING: Thickness/
| |
| Depth er W h Material From 0.0 To 15.0 Ft._1 INCq1 R Mti From - Ft._From To_ Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Fl.From_ -To Ft.8. SCREEN: Depth. Diameter Slot Size Material From 15.0 To_30.0 Ft. 1.0 in. .010 in. PVC From To_ Ft. in. _ in.From To_ _ Ft. in. _ in.9. SANDIGRAVEL PACK: Depth Size Material From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From ___To Ft._From To_ Ft. -10. DRILLING LOG From To Formation Description 0.0 10.0 CONCRETE 10.0 18.0 GRAVEL 18.0 30.0 BROWN SAND 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town Stale Zip Code (.____Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES Li NO F]c. WATER LEVEL BelowTop of Casing: 20.0 FT.(Use "+" if Above Top of Casing)I D0+/- EREBY CERTIFY T-AT THIS WELL WAS CONSTRUCIED IN ACCORDANCE WITHWELL CONSTRUCTION S&NDARDS, AND THAT A COPY OF THIS RrCjEGAD BEEN Pti)VIDED TO TI ,ELL OWNER.10/01/08"IAUE OF CERTIFIELTKEL DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-1 b Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department ol Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town. State Zip Code (704) -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| MWPA-20, D-205 STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring E) Municipal/Public C Industrial/Commercial C Agricultural C Recovery 0 Injection
| |
| _Irrigationo Other D (list use)DATE DRILLED 09/02/08 TIME COMPLETED AM C] PM [i 3. WELL LOCATION: CITY: SOUT.HPORT COUNTY BRUNSWICK POBOX10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm) N/A METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From -To From_ To From_ To_ _ From_ To Fr:om___ To_ _ From_ To 6. CASING: Thickness/
| |
| Depth Diameter Wei *ht Material From 0.0 To 50.0 Ft. 1 INCH scI-40 PVC From 0.0 To 15.0 Ft. 1 INCH SCH40 PVC From_ To Ft._7. GRC)UT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonile SLURRY From To Ft.From_ To__ Ft.8. SCREEN: Depth Diameter Slot Size Material From 50.0 To 6C1.0 Ft, 1_O in, .010 in. PVC From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From To_ Fl. in. _ _ in.9. SAND/GRAVEL PACK: Depth Size Material From 48.0 To 60,0 Ft. 20-40 Fine Silica Sand From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From To Ft._10. DRILING LOG From To Formation Description 0,0 4.0 ASPHALT 4.0 80 GRAVEL 8.0 300 BROWN SAND 11. REMARKS: Bentonite -Ioleblock from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.(Street Name, 'umbers, Community, Subdivision, Lot No., Parcel, Zip Code';TOPOGRAPHIC
| |
| / LAND SETTING: OSlope OValley OFlat DRidge 0 Other (ek appropriate box)May be in degrees.LATITUDE_____
| |
| minutes. seronds oi LONGITUDE
| |
| "_in a decireal lormta Latitude/longitude source: o GPS CTopographic map (location of we#l must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is ihe name of the business where the well is located.FACILITY ID #(if applicable)_
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 60.0, 30.0 b. DOES WELL REPLACE EXISTING WELL? YES r. NO f., c. WATER LEVEL Below Top of Casing: 20.0 F (Use "+" if Above Top of Casing)100 HEREEY CERTIF ti HAT THIS WELL. WAS CONSTRUCTED IN ACCORDANCE WITH 15A NWC 2C, VELL GONSTR JCTION STANDARDS.
| |
| AND THAT A COPY OF THIS RE( tRLI HAS SEEN PROVIDED TO THE V NEL OWNER.09/30/08 1,WCNATLIRL CERTIFIE DK 1V94 JOHNNY 2 UJRR DATE PRINTEC NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn- Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 6,)NON RESIDENTIAL WELL CONSTRUCTION RECORD North Cmaolina Department of tmi\ ironmcin and N lural Rsourccs- )ivisiun of Water Quality WELL CONTRACTOR
| |
| (:ERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC, Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town Stale Zip Code 704 ..872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| MW-PA-21 STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring El Municipal/Puolic Industriat/Commercial El Agricultural 0 Recovery C Injection 1 Irrigaliono Olher 0 (list use)DATE DRILLED 08/29/08 -09/02/08 TIME COMPLETED AMO PMO 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK HWY 87 (RIVER ROAD)(Street Name, Numbers, Community, Subdivision, Lot No., Parce, Zip Code)TOPOGRAPHIC i LAND SETTING:-Slope OValley t-Flat EORidge 0 Other (check appropriate box)LATITUDE May br dcgrrs, mIllutes, sccoads " LONGITUDE in a decimal Ib:,nri: Latitude/longitude source: OGPS oTopographic map (location of well mtjst be shown on a USGS topo map and attached to this form ff not using GPS)4, FACILITY, is the name of the buasne55 where the well is located.FACILITY ID #(if applicable)
| |
| NAME OF FACILITY PROGRESS ENERGY STREET',ADDRESS HWY 87 (RIVER ROAD)SOUT.I)PORT NC 28419 d. TOP OF CASING IS 0.0 FT. Above Land Surface*'Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.a. YIELD (pin": WA -METHOD OF TEST N/A f. DISINFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From- To -From_ To From To From To From___ To -From To 6. CASING: Thickness/
| |
| 3epth Diameter W\ih P Material Frcm 0.0 To 20,0 Fl.2 INCH PVC Frcm --- To Ft._From_ To _ Ft._7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.From___ 1__ Ft.8. SCREEN: Depth Diameter Slot Size Material From 20.0 To 30.0 Ft.2.0 in. .010 in. PVC From To Ft. in. iln.From To_ Ft. in. in.9. SANDIGRAVEL PACK: Depth Sive Material Froln 18.0 To 20.0 Ft. 20-40 Fine Silica Sand From To_ _ Ft.Fro-n To______ Ft.__---10. DRILLING LOG Frorr -To Formation Description 0.0 40 ASPHALT 4.0 10.0 GRAVEL 10.0 BROWN SAND 11. REMARKS: Bentonite seal from 4.0 to 18.0 Feet.City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 2841t City or Town State Zip Code Area code -Phone number 5. WELL DiTAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES t NO P;c. WATR LEVEL Below Top of Casing: 20.0 9-i, (Use"I" if Above Top of Casing)00 IlaY CERTIFY THAT THIS WELL WkS coNSTRUCTED IN ACCORDANCE WITH SA ., CAP ,WEt TRUCTION S .N ARDS. AND THAT A COPY OF THIS RE VIOED TO TH L OWNER.09/22/08 iGNATURIlF CERTIFIED WELL CONTRACTOR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73,-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION
| |
| # 3098 1. WELL CONTRACTOR:
| |
| JOHNNY 6Bt&R Well (Individual)
| |
| Name GEOLOGIC'EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code (704_ -872-7686 Area code- Phone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(it applicable)
| |
| MWPA-22 STATE WELL PERMIT#(if applicable)_
| |
| DWQ or OTHER PERMIT #(if applicable)_
| |
| WELL USE (Check Applicable Box) Monitoring E) Municipal/Pgublic Industrial/Commercial
| |
| [ Agricultural
| |
| [ Recovery [ Injection
| |
| *-Irrigation[]
| |
| Other E] (list use)DATE DRILLED 09/02/08 TIME COMPLETED_
| |
| AM Ei PM [It 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 10429 28419 (Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code.TOPOGRAPHIC
| |
| / LAND SETTING: OSIope []Valley U]Flat CrRidge [] Other (check appropriate box)LATITUDE May b" in degrecs.minuitcs.
| |
| sconds Or LONGITUDE in a decimal brimar Latitude/longitude source: []GPS oiTopographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is localed FACILITY ID #(if applicable)_
| |
| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code ff.____Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES ['-_ NO El c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)d. TOP OF CASING IS 2.5 FT. Above Land Surface-*Top of casIng terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD (gpm) NIA METHOD OF TEST N/A f. DISINFECTION:
| |
| Type NiA Amount N/A g. WATER ZONES (depth): From_ To From_ To From -To From To Fromn_ _ To From_ To 6. CASING: Thickness/
| |
| Depth Diameter Wic4h) Material Fron. 0.0 To 15.0 Ft. 1 INCH PVC Frorr To Ft._Frorr- _ To Ft._7, GROUT: Depth Material Method From 0.0 To 4.)0 Ft, Portland bentonile SLURRY From To Ft.From -To Ft.8. SCREEN: Depth .Diameter Slot Size Material From 15.0 To 30.0 Ft. .1.0 in. 010 in. PVC From _ To Ft. in. -in.From To Ft. in. _ in.9. SANDIGRAVEL PACK: Depth .Size Material From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From__ _ Ft.From To_ _ Ft._10. DRILLING LOG From To Formation Description 0.0 4.0 ASPHALT 4.0 100 GRAVEL 10.0 3)0 Q BROWN SAND 11, REMARKS: Bentonite seal from 1.0 to 13.0 Feet.I DO HEREEY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC Cc. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD H4LS BEEN PROVIDED TO LEE OWNER~09/30/08 Y CERTIFIEDV7ELL CONTRACTOR DATE JOHNNY BURR PRINTED NAME OF.PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of .'nvirunment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION#
| |
| Z,098 1. WELL CONTRACTOR:
| |
| JOHNNY BURR Well Contractor (Individual)
| |
| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCEBLVD STATESVILLE NC 28625 City or Town State Zip Code (704) -872-7686 Area code-. hone number 2. WELL INFORMATION:
| |
| SITE WELL ID #(if applicable)
| |
| _MWPA-23 STATE WELL PERMIT#(if applicable)
| |
| DWQ or'OTHER PERMIT #(if applicable)
| |
| WELL USE (Check Applicable Box) Monitoring K Municipal/Public Industrial/Commercial LI Agricultural LI Recovery LI Injection
| |
| [" Irrigationo Other EL (list use)DATE DRILLED 09/02/08 TIME COMPLfETED AM L PM [I 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK PO BOX 1 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface'*Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.e. YIELD(gpm):
| |
| N/A METHOD OF TEST N/A f. DI;SlNFECTION:
| |
| Type N/A Amount N/A g. WATER ZONES (depth): From To_ From_ To Frsm_ To From_ To FrDm_ _ To_ _ From -To 6. CASING: Thickness/
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| Depth Diameter Weioht Material Fron 0.0 To 1_.0 Ft. 1 INCH ScMr40 PVC Frorr: To Ft._Fron _ o Ft.7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.From_ _ To_ Ft.8. SCREEN: Depth Diameter Slot Size Material From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC From -To_ _ Ft. in. in.From To Ft. in. in.9. SAND/GRAVEL PACK: Depth Size Material From 13.0 "ro 30.0 Ft. 20-40 Fine Silica Sand From To_ _ Ft._From-_ _ Fo_ Ft._10. DRILLING LOG From To Formation Description 0.0 4.0 ASPHALT 4.0 100 GRAVEL 10. 600 BROWN SAND 11. REMARKS: Bentonite seal from 4.0 to 13.0 Feet.(Street Namei9,umbers, Community, Subdivision, Lot No., Parcel. Zip Code.TOPOGRAPHIC
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| / LAND SETTING: E]Slope LIValley LIFIat -lRidge LI Other (check appropriate box)LATITUDE _ _ May bc in dcgrcues minutes, seconds i:" LONGITUDE in a decimil fiorma.Latitude/longitude source: LIGPS L]Topographic map (location of well must be shown on a USGS topo map and attached to this form if not using GPS)4. FACILITY-is the name of the business where the well is located FACILITY ID #(if applicable)_
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 City or Town State Zip Code Area code -Phone number 5. WELL DETAILS: a. TOTAL DEPTH: 30.0 b. DOES WELL REPLACE EXISTING WELL? YES LI NO F;c. WATER LEVEL Below Top of Casing: 20.0 FT (Use "+" if Above Top of Casing)I DO HEREBY CERTIF f THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NDAC 2C, WELL CONSTRUCTION STApAROS.
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| AND THAT A COPY OF THIS RECORD H, B ROVIDED TO THEL OWNER.09/30/08 BCERTIFIEDR II 4MIlAI IR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environmentl and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTlFICATION
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| # 3098 1. WELL CONTRACTOR:
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| JOHNNY BURR Well Contractor (Individual)
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| Name GEOLOGIC EXPLORATION, INC.Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD STATESVILLE NC 28625 City or Town State Zip Code 704( -872-7686 Area code- Phone number 2. WELL INFORMATION:
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| SITE wELL ID #(if applicable)
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| MWPA-24, , STATE WELL PERMIT#(ir applicable)__
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| DWQ or OTHER PERMIT #(if applicable)
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| WELL USE (Check Applicable Box) Monitoring Ej Municipal/Fublic Industrial/Commercial E Agricultural 0 Recovery ED Injection i.-Irrigationfl Other [I (list use)DATE DRILLED 09/02/08 TIME COMPLETED
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| _ _ AM E PM ED 3. WELL LOCATION: CITY: SOUTHPORT COUNTY BRUNSWICK POBOX 10429 28419 d. TOP OF CASING IS 2.5 FT. Above Land Surface**Top of casing terminated at/or below land surface may require a variance in accordance With 15A NCAC 2C ,0118.e. YIELD (gpm) N/A METHOD OF TEST N/A f. DISINFECTION:
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| Type N/A Amount N/A 9. WATER ZONES (depth): From To From_ To From_ _ To_ From_ To Fr3m_ To From_ To 6. CASING: Thickness/
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| Depth Diameter Weio ht Material From 0.0 To 50.0 Ft.1 INC S 40 PVC From 0.0 To 15.0 Ft. 1 INCH ScH 40 PVC Frorr-_ To_ _ Ft._7. GROUT: Depth Material Method Frorr 0.0 To 4.0 Ft. Portland bentonite SLURRY Frorr To Ft.Frorr___ To_ Ft.8. SCREEN: Depth Diameter Slot Size Material Frorr 50.0 To 60.0 Ft. 1.0 in. .010 in. PVC From 15.0 To 30.0 Ft. 1.0 in. 010 in. PVC From- To_ Ft. in. _ in.9. SAND/GRAVEL PACK: Depth Size Material From 48.0 To 60.0 Ft. 20-40 Fine Silica Sand From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand From_ To Ft.10. DRILLING LOG From To Formation Description 0.0 4.,1 ASPHALT 4.0 10.0 GRAVEL 10.0 60,0 BROWN SAND 11. REMARKS: Bentonite Holeblock from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Zip Codei TOPOGRAPHIC
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| / LAND SETTING: ODSlope oValley 'Flat oRidge 0 Other (check appropriate box)LATITUDE _ May be in degrees.minutes, seconds or LONGITUDE in a decimal iorrrat Latitude/longitude source: EDGPS oTopographic map (Iocatiom~of ell must be shown on a USGS topo map and attached tbTthis form if not using GPS)4. FACILITY, is the~name of the business where the well is located.FACILITY ID #(if applicable)_
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| NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS PO BOX 10429 SOUTHPOR-J NC 28419 City or TovQ.i .State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPOI NC 28419 Cilyor State Zip Code Area code -PRone number 5. WELL DETAILS: a. TOTAL DEPTH: 60.0, 30.0 b. DOES WELL REPLACE EXISTING WELL? YES 0 NO F-1 c. WATER LEVEL Below Top of Casing: 20.0 FT.(Use "+" if Above Top of Casing)IGO HEREBY CERTR Y THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A N :'C WELL CONSTP UcTION STA AROS, AND THAT A COPY OF THIS REcF. HýJEIFENPROVIDED TO THE L OWNER.09/30/08 NATUREL.GW CERTIFIED N MIq "AMR DATE JOHNNY BURR PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.Form GW-lb Rev. 7/05 Groundwater Assessment Report Protected Area Brunswick Nuclear Power Plant October 2009 A Appendix C Plant Foundation Pre-Construction Drawings
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| ýTCMO.N Om EICTIO CONS 50 0 50 00 ncr~a.fl a Fr. (,Q.tflpOIr)
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