ML102040213

Groundwater Investigation Report, Brunswick Nuclear Plant, Storm Drain Stabilization Pond, Appendix B, Geotechnical Analytical Results

ML102040213
Person / Time
Site:	Brunswick
Issue date:	03/10/2008
From:	Silar Services
To:	Office of Information Services, Progress Energy Carolinas
References
FOIA/PA-2010-0209
Download: ML102040213 (322)

Text

GroundwaterInvestigationReport Brunswick NuclearPlant SS.

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: ISample Depth:

A Project el 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: 5 Hydrometer Number: 152H Specific Gravity 2.702 Dispersing Agent / Quantity: 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 0.001 Grain Size in Millimeters Technician: sh Date: 8/8/2007 Reviewed Bv: KC Date-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: sh DATE: 8/8/2007 REVIEWED BY: KC DATE: 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: sh DATE: 8/7/2007 REVIEWED BY: KC DATE: 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)

SAMPLE DAT A: #1 Specific Gravity 2.702 Diameter 7.13 cm Weight of Wet Soils 0.50 lbs. Area (A) 39.93 sq. cm Wet Density 140.5 pcf Initial Height 2.54 cm Dry Density 115.2 pcf Initial Volume 101.42 cc Maximum Dry Density pcf 0.0036 cu. ft.

Percent Compaction Initial Moisture Content 21.98  %

Moisture Content at Saturation 22.5 % Initial Void Ratio: 0.58 Standpipe Diameter 1.00 cm Porosity: 0.367 or (36.7%)

Standpipe Area 0.785 cm TEST DATA:

TEST NO. 1 2 3 Head loss across specimen at start, cm 29.125 28.9375 28.75 Head loss across specimen at finish, cm 28.9375 28.75 28.675 Elapsed time (t) in seconds 3600 3600 3600 Water temperature in degrees Celsius 25 -25 25 Viscosity correction factor (RT) 1.04 1.04 1.04 Coefficient of Permeability or Hydraulic Conductivity (k) in cm/sec 9.32E-08 9.38E-08 3.77E-08 AVERAGE k, CM/SEC 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 SH DATE: 8/9/2007 CHECKED BY: KC DATE: 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 2.642 Diameter 7.13 cm Weight of Wet Soils 0.56 Ibs. Area (A) 39.93 sq. cm Wet Density 155.8 pcf Initial Height 2.54 cm Dry Density 126.7 pcf Initial Volume 101.42 cc Maximum Dry Density pcf 0.0036 cu. ft.

Percent Compaction Initial Moisture Content 22.99  %

Moisture Content at Saturation 23.5 Initial Void Ratio: 0.59 Standpipe Diameter 1.00 cm Porosity: 0.373 or (37.3%)

Standpipe Area 0.785 cm TEST DATA:

TEST NO. 1 2 .3 Head loss across specimen at start, cm 29 29 29 Head loss across specimen at finish, cm 28.5625 28.5 28.5 Elapsed time (t) in seconds 3600 3600 3600 Water temperature in degrees Celsius 25 25 25 Viscosity correction factor (RT) 1.04 1.04 1.04 Coefficient of Permeability or Hydraulic Conductivity (k) in cm/sec 2.19E-07 2.51E-07 2.51E-07 AVERAGE k, CM/SEC 2.35E-07 (k = 2.303 a L (log ho/hf) RT / (At))

REMARKS: Cylinder A 411.2 1"sample = 253.5 TECHNICIAN SH DATE: 8/9/2007 CHECKED BY: KC DATE: 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: Tim Silar Project:

Location:

AGI Project No.: G-07-42 SAMPLE INFORMATION:

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 4- 1- 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: Sample Depth:,

AGl Project No.: G-07-42 Date(s)-Tested: 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: 5 Hydrometer Number: 152H Specific Gravity 2.642 Dispersing Agent / Quantity: 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 .

0.1 .100 0.01 0.001 Grain Size in Millimeters Technician: sh Date: 8/8/2007 Reviewed

. v: KC Date: 813/07

GroundwaterInvestigation Report Brunswick Nuclear Plant SS.

Storm DrainStabilization 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: 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: 25 00 It Discharge, variable, average rate 0.43233 JU S gallmin]

Time [sj 0.01 1200.01 2400.01 3600.01 4800.01 6000.01 7200.00 8400.00 9600.0010800.0012000.00

• PZ-1 A PZ-2 + ESS- 18C Calculation after Neuman Observation well Transmissivity K Specific Yield Ratio K(v)/K(h) Ratio SyIS Radial distance 1( PW

[ft/dJ (fld, (ill PZ-1 8 06 K 1°o 3.22 x 10-' 1 56 K 10.2 1 00x 100 1.00 .10, 100

+ PZ-2 3.75 x 10' 1.50 x 100 1 45 x 10. 1 00 x 100 7 20 "10' 25,0 t . F + +

ESS-1 8C 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 09-x10-1 6 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: Southport, NC Pumping Test Pumping Test - ESS-18C Pumping well. ESS.18C Test conducted by B Sladky Test dale: 81812007 Oischarge: vanable, average rate 0.43233 [U.S ýal/min)

Observation well, ESS-18C Stalic water level [ft) 0 00 Radial distance to PW Ifil1-Time Water Level Drawdown

[sI 'It) (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: Southport. 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 galfmrnj Observation well: PZ-2 Static water level [ltJ. 0 00 Radial distance to PW [ftl*25 Time Water Level Drawdown 1

0s) Lft] [fl) 0 0.00 000 2 300 0.00 0 00 3 600 0.08 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 10 037 037 06300 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: Southport, NC Pumping TasIt Pumping Test - ESS-18C Pumping well: ESS-18C Test conducted by. B Sladky Test date: 8/8/2007 Discharge: variable, average rate 0.43233 [U.S DaVmin]

Observation well. PZ-1 Static water level I1t]:0,00 Radial distance to PW [ftly 10 Time Water Level Drawdown isl Ift)

-Il 4 )

7-1 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

GroundwaterInvestigation Report Brunswick Nuclear Plant SS.

Storm Drain StabilizationPond 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: Southport. 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: 25.00 ft Time [s]

1000.00 0.01 ....

.... ........... .......0.10 ............ .... ......... ..............1.00 VV 0.10 0 1.00

,a-3.

10.00-.

100.00- . --------

V ESS-22B Calculation after Cooper-Bredehoeft-Papadopulos

. . . ........ . . . l ..... . . . . . . ... ...... .. . ..... ...........

Observation well Transmissivity 1Hydraulic Conductivity Well-bore storage coefficient tft2/d] (ft/d]

72 0............

. . .13................

ESS -22 89... 3 o0 10o 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: 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 Water Level WL Change

[s] [If1 [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 Water Level WL Change

[sI Ift] [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

983 Butler Pike Blue Bell, Pennsylvania 19460 Project: Brunswick SDSP Silar Services, Inc. Slug Test - Water Level Data Page 3 of 4 Number:

Client: Progress Energy Time Water Level WL Change

[s] Ift] [fi]

4 .- +

98 101 28.79 -0,01

+ I 99 102 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 *Client: Progress Energy Time Water Level WL Change

[s] [ftj 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: 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: 400.00 ft Time (s]

1.00 50.90 100.80 150.70 200.60 250.50 300.40 500.00 JK..................... ............ .. .. . ..................

........... *!....... 350.30 .. 400,20

• ..... 450.10 I E-11 I ........

v ESS-24A Calculation after Cooper-Bredehoeft-Papadopulos Observation well Transnnissivity Hydraulic Conductivity Well-bore storage coefficient Ift[/d]

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

.- .. 2 . .33 1 o0 o o ... . ........... .....

ESS-24A  : .0~102

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: 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 Water Level WL Change

[s] [ft] Ift]

-4.

1 0 53.458 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 Water Level WL Change

[s] fl0] [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

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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

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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

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GroundwaterInvestigationReport Brunswick Nuclear Plant Storm DrainStabilization 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 GroundwaterAssessment Report ss . Brunswick Nuclear Power Plant Owner ControlledArea May 2009 TABLE OF CONTENTS 1 INTRODUCTION ........................................................................... 1-1 1.1 Purpose of Report .............................................................................. 1-1 1.2 Project Background ........................................................................... 1-1 1.2.1 Site Location 1-1 1.2.2 Project B ackground ............................................................................................. 1-2 1.3 Scope and Objectives ........................................................................ 1-3 1.4 Report Organization ................................................................ ......... 1-3 2 INVESTIGATION ACTIVITIES AND FINDINGS ................... 2-1 2.1 Groundwater Investigation Activities ............................................... 2-1 2.1.1 Area 11 Groundwater Screening and Piezometer Installation ............................. 2-2 2.1.2 Groundwater Monitoring Well Installation ......................................................... 2-2 2.1.3 Groundwater Elevation Measurements ............................................................. 1..2-4 2.1.4 Groundwater Sampling ....................................................................................... 2-5 2.1.5 Groundwater Analytical Results Summary ......................................................... 2-6 2.2 Surveying and M apping .................................................................... 2-8 3 PHYSICAL CHARACTERISTICS OF THE STUDY AREA ... 3-1 3.1 Surface Features ................................................................................ 3-1 3 .2 G eo lo gy ............................................................................................ 3 -3 3.2.1 Regional Geology and Hydrogeology ................................................................. 3-3 3.2.2 Site-Specific G eology .......................................................................................... 3-5 3.2.3 Site-Specific Surface W ater Hydrology ............................................................... 3-6 3.3 Groundwater Hydrology .................................. 3-6 3.3 .1 Shallow A qu ifer ................................................................................................... 3-6 ES-I

Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea May 2009 4

SUMMARY

AND CONCLUSIONS ............................................. 4-1 4.1 Summary of Groundwater Conditions .............................................. 4-1 4.2 C onclusions ................................................................................... 4-3 5 REFERENCES ................................................................................ 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 - 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 GroundwaterAssessment Report ss . Brunswick NuclearPower Plant Owner ControlledArea 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. 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. 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:

• Guideline for Implementing a Groundwater Protection Program at Nuclear Power Plants [Electric Power Research Institute, November, 2007]; and,

• Industry Ground Water Protection Initiative - 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 GroundwaterAssessment Report

° Brunswick NuclearPower Plant Owner ControlledArea 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. 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.

1-2

Sitewide GroundwaterAssessment Report ss . Brunswick Nuclear Owner Power Plant ControlledArea 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.

Results of the sampling and analysis program are summarized.

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.

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 GroundwaterAssessment Report ss . Brunswick Nuclear Owner Power Plant ControlledArea 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.

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:

groundwater screening, monitoring well installation, groundwater elevation measurements and groundwater sampling.

2-1

Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. Soil boring logs are included in Appendix A. Groundwater samples were collected from temporary well screens advanced by Geoprobe. 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. Water elevation measurements were collected (Section 2.1.3) from all piezometers.

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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea May 2009 quality and hydrology. 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. 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. These samples were logged by the field Geologist.

4. Formation water and drill cuttings generated during the construction of monitoring wells were transported to the SDSP.

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Sitewide GroundwaterAssessment Report s s . Brunswick Nuclear Power Plant Owner ControlledArea 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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. 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.

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. 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 GroundwaterAssessment Report ss . Brunswick Nuclear Power Plant Owner ControlledArea 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.

3. An optimum low-flow pumping rate was established at each well to minimize drawdown. 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.

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. 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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. 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. 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. 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. 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.

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Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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.

3.1 Surface Features The Site is located within approximately 2.5 miles north-northeast of the City of Southport, North Carolina. 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. 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. 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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. 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. 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.

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. The design of the intake canal permits flow into the plant area, and cannot be reversed by tides or other hydraulic conditions. 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.

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.

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Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. The geology of this area is characterized by an easterly thickening wedge of unconsolidated sediments underlain by limestone aquifers. 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 estuaries and lagoons deposited during the Pleistocene.

Based on the Water Resources Investigations Report, the geologic formations in the area, from most recent to oldest include the following:

• 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;

• the Tertiary-aged Beaufort Formation (Peedee Confining Unit); and,

• the Cretaceous-aged Peedee Formation.

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 GroundwaterAssessment Report ss . I Brunswick Nuclear Owner Power Plant ControlledArea 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: Light yellow to grey fine to medium sands with traces of clay, coarse-grained sand, pebbles, and minerals. 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: An undifferentiated, variable *unit 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. 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: 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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. 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 -65 feet MSL, as documented on Plate G of the USGS Water Resources Report (USGS, 2003).

Peedee Formation: 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. 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. 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 GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. 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. 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 -11 feet msl. The 3-6

Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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.

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.

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. 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.

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Sitewide GroundwaterAssessment Report ss . Brunswick Nuclear Power Plant Owner ControlledArea 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. 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 - 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. These figures depict a shallow groundwater flow pattern in general agreement with that observed in the area 11 piezometers.

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 GroundwaterAssessment Report Brunswick NuclearPower Plant Owner ControlledArea May 2009 4

SUMMARY

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. 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. documents associated with the protection of groundwater resources from radiological materials.

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.

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.

The monitoring well construction diagrams are provided in Appendix A. The temporary monitoring wells have been abandoned in accordance with the NCDENR requirements.

4-1

Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. All groundwater samples were analyzed for tritium in Progress Energy's onsite radiological laboratory. Tritium was detected in only two (2) of the monitoring wells during the first round of groundwater sampling. 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.

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Sitewide GroundwaterAssessment Report ss . Brunswick Nuclear Power Plant Owner ControlledArea 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.

4.2 Conclusions Radiological constituents in the form of tritium were observed in groundwater samples from only two of the OCA areas included in this investigation. 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 GroundwaterAssessment Report ss . Brunswick Nuclear Power Plant Owner ControlledArea May 2009 5 REFERENCES

1. Brown, P.M. and others, 1985 Geologic Map of North Carolina, North Carolina Department of Natural Resources and Community Development.

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 - 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.

13. United States Department of the Interior Geological Survey. Southport and Kure Beach 7.5-Minute Quadrangle Maps, North Carolina.

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ss. Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant Owner ControlledArea 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. Athens: USEPA Region 4, 1997.

16. U.S. EPA 2004, Multi-Agency Radiological laboratory Analytical Protocols Manual (MARLAP), MARLAP, July, 2004.

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Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant SS.

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Sitewide GroundwaterAssessment Report Brunswick NuclearPower Plant Owner ControlledArea May 2009 TABLES

TABLE 1 MONITORING WELL LOCATION/RATIONALE SITEWIDE GROUNDWATER ASSESSMENT BRUNSWICK NUCLEAR PLANT SOUTHPORT. 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.

TABLE I MONITORING WELL LOCATION/RATIONALE SITEWIDE GROUNDWATER ASSESSMENT BRUNSWICK NUCLEAR PLANT

• OIJTT-PORT. 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 IB and monitoring wells.

ESS-52B (intermediate)

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. 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. Groundwater samples collected on a grid through this area and analyzed. Six shallow wells installed based on the groundwater screening results.

Table 2 Water Elevation Measurements OCA Report Brunswick Nuclear Ptant, Southport, HC MonitonngWall Are Topof0vatio,*

Caing (TO) 930200802008 Ideltification tfeatabove MSL Depth D Io Water lot from Grounwanla Elevation Deplpto Water (teetfrom 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- m.asured

.oa

ss. Sitewide GroundwaterAssessment Report Brunswick NuclearPower Plant Owner ControlledArea 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. Blow Depth E Completion Lithology Description

(/,

Counts Feet I .- ý I

l7-...-I light brown silt, loose and dry light tan fin, grain sand, loose, md. stiff, dry 5 - ...........

........... gray fine gr in sand, md. stiff, moist @ 6' bgs gray/brown sandy clay, md. stiff, dry 10 gray/brown clayey fine grain sand, md. stiff, moist gray clayey fine grain sand, md. stiff, moist 15 gray clayey fine grain sand, md. stiff, moist 20 17-------

gray clayey fine grain sand, md. stiff, moist 25 gray/brown clayey fine grain sand, loose, wet 30 brown clayy fine grain sand, loose, wet p:

blue clay, t. ace shell fragments, stiff, sticky, dry 35 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 BNP -OCA 20.47', casing 23.64' Southport, NC

BORING LOG robe Date D'rilled: 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 BNP -OCA riser. Steel protective casing with locking top. Ground elevation 21.33', casing 24.29' 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 BNP - OCA riser. Steel protective casing with locking top. Ground elevation 24.10', casing 26.95' Southport, NC

4 .BORING LOG

• Drill Rig: Geoprobe Date t:'rulled: 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-dark gray cli yey fine grain sand, md, dense, slightly moist 10 AA, moist light tan fine grain sand, loose, well sorted, saturated 15 tan clayey fi ie sand, mddense, saturated

.1

.1 dark gray/ b ue silty soft clay, wet blue silty sh -lly clay, md.stiff, very slightly moist to dry 25 NO RECO'o ERY - tube empty, shoe coated in blue soft clay 30 Completion Notes: ;ite:

Well consists of 15' of 0.010" slot 2 " PVC screen with 2" solid PVC riser. Steel protective casing with locking top. Ground elevation 13NP - OCA 17.25', casing 20.11' 3outhport, NC Project No.: 1 I Page

'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: 3ite:

Well consists of 10' of 0.010" slot 2 " PVC screen with 2" solid PVC riser. Steel protective casing with locking top. Ground elevation 3NP 19.72', casing 22.80' 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 BNP - OCA 55' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 18.08', casing 17.94'. 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 light brown- )rown fine grain sand

• a Ii .. . ... .

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

T 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 Crilled: 6/12/08 Logged By.

Boring Dia: 8 Inches Boring Number: ESS-39B Bryan Sladky

-= Blow Depth Lioog Bo Completion e Lithology EU Counts Description Feet Ur) see log for E SP-39C 5

0 a.

• 1:.! 10 -

a 4"!1 15 a

a a 20 -

a 25 -

gray silty cla1, dry w/ some shells 30 -

A/A grading :o silty clay @ 32.5 bgs, 6" PVC casing set at 33' bgs 35 -

40 -

45 -

gray-greeni, h gray md.-coarse grain sand 50 ...........

55 -

I*

Completion Notes: 8;ite:

8" ID HSAs to 33' bgs. Set 6" PVC casing to 33' bgs. 5 7/8" rotary 13NP - OCA 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'. 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: SIite:

Well consists of 10' of 0.010" slot 2 " PVC screen with 2" solid PVC 13NP - OCA riser. Steel protective casing with locking top. Ground elevation 18.19', casing 17.91'

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 E Blow Bl Completion Depth Lithologj' Description

_ Counts Feet U')

a light brown c ayey silt, tr fine grain sand, cohesive, low a plasticity a

5 4a brown-gray silt

.a dark gray sa id and silt w/shells, dredge material dark brown/t lack organic layer, tr fine grain sand, some root Aw material light brown flie grain sand, tr silt, low moisture, non cohesive a

10 -

Aw.

A/A,'increasiig moisture, 3" silty layer @ 14-14.25

• a a

a 15 K dark brown ilty clay, cohesive, tight, low moisture, high plasticity light brown sandy silty clay becomes less clayey @ 20. med moisture 20 brown gray.,. andy silty clay, low moisture, high plasticity light brown-I ght gray silty fine grain sand, wet 25 -

light brown-( ray silty fine grain sand, wet I,

30 -

light gray clE y, stiff 35 Completion Notes: c;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 BNP - OCA 38.69', casing 41.86'

,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

E Blow Counts Completion Depth Feet Lithology Description dark brown s it and clay silt with traces of fine sand, bottom inch light bro vn fine grain sand, loose, moist

• a

'a 5

light brown fi ie grain sand, siltier with depth

..4i Io.

black silty fin 3 grain sand light brown/g -ey clayey silty sand, moist, firm, cohesive 10 light brown/n ddish brown silty fine grain sand to sandy silty clay, stiff, coliesive, mod, plastic, moist 15 light brown fi ie grain sand, increasing clay content wI depth, wet 20 grey clay, re I mottling light brown/grey silty fine grain sand, tr clay grading to gray silty sand, wiat 25 A/A, saturat(:d gray clay, firn cohesive, plastic light brown rid. grain sand, tr silt, saturated 30 I. .J__________________ I. ________________ .* ___________ ---....- U-Completion Notes: rite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2' PVC E;NP - OCA riser. Steel protective casing with locking top. Ground elevation 34.81', casing 37.66' 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 BNP - OCA 42.26', casing 45.32' 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 3NP - OCA 17.36', casing 20.67' Southport, NC

BORING LOG s~. (~t~ 0 Drill Rig:

Boring Dia:

Geoprobe 6.5 Inches Date Drilled:

Boring Number:

6/5/08 ESS-44C Logged By:

Bryan Sladky Blow Completion Depth Lithology Description E Counts Feet

'I light brown s Ity fine grain sand, dry, loose, gravel @ 3.5' bgs I

-- 5-J" K 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: Site:

Well consists of 10' of 0.010" slot 2" PVC screen witi solid 2" PVC riser. Steel protective casing with locking top. Ground elevation BNP - OCA 7.34', casing 10.21' Southport, NC Project No.: Page 1 I Page 1 Project No.:

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 ;helly clay Completion Notes: 3ite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC 3NP - OCA riser. Steel protective casing with locking top. Ground elevation 15.30', casing 18.30' 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

_U . I. .. ............

ZF brown tine giain sand w/ tr organic matter

-X-X-X-X_:-:-

.:-:-X-X-X-X-:

N, A/A green/gray sity clay gray md. gre in sand, wet gray clay 10-NO RECOVERY gray mediur grain sand, saturated 15 -

gray silty cly, saturated K

20 -

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 3NP - OCA 9.12', casing 11.20' Southport, NC Project No.: Page Project No.: Page 1

BORING LOG Description brown clay a Adfine 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: Site:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC 13NP - OCA riser. Steel protective casing with locking top. Ground elevation 17.45', casing 20.34'

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 BNP- OCA riser. Steel protective casing with locking top. Ground elevation 16.64', casing 20.12' 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 13NP - OCA 12.19', casing 15.22' 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 ýgrain sand, saturated Completion Notes: SIite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC 13NP - OCA riser. Steel protective casing with locking top. Ground elevation 15.96', casing 18.76' 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. 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 BNP - OCA 12.67', casing 15.36' 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 EINP - OCA 45' bgs with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation 12.59', casing 15.55'. 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 BNP - OCA 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'. Southport, NC

a BORING LOG 4

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 BNP - OCA 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'. 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: S;ite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC 13NP - OCA riser. Steel protective casing with locking top. Ground elevation 37.43', casing 40.78' 3outhport, NC

BOR11NG LOG SDrill Rig- Geoprobe Date E-rulled: 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) brown tine-rT d grain sand tr clay (till) a 5 -

40 a

gray fine gra n sand and silt e5 10 gray/brown rid, grain sand w/ some crushed rock @

13-15'bgs (b3se of dike)

N , 15 -

gray fine gra n sand, tr silt, moist R&

20 brown silty fite grain sand, grading to gray fine grain sand @

24.5-25' bgs wet 25 gray fine grain sand. tr silt, wet, becoming saturated @ 30' bgs 30 -

gray medium grain sand, saturated 35 ..........

____ +/- .~__________

Completion Notes: r;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 E3NP - OCA 47.90', casing 50.50' Southport, NC P~roject No.: Page 1 Project No.: Page 1

S es BORING LOG beDate rilled:

Boring Number:

6/13/08 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 EINP - OCA riser. Steel protective casing with locking top. Ground elevation 45.67', casing 49.12' 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: Eite:

Well consists of 10' of 0.010" slot 2"PVC screen with solid 2" PVC riser. Steel protective casing with locking top. Ground elevation INP - OCA 45.96', casing 48.91' 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 EINP - OCA 15.40', casing 18.20' 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. 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 13NP - OCA riser. Steel protective casing with locking top. Ground elevation 14.79', casing 17.83' 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)

Blow Depth E Completion Litholog. Description MU Counts Feet tan fine grair sand gray fine gra n sand, tr silt, wet lip 5 gray fine grain sand with some md. grain @ 9' bgs, silt @

8.5-9' bgs, saturated 10 - -- 4 Gray silty fire grain sand, saturated Gray fine griin sand, saturated 15 Gray fine-m J. grain sand, saturated Gray silty clay

-- 20 -

Completion Notes: :ite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC 3NP - OCA riser. Steel protective casing with locking top. Ground elevation 14.88', casing 17.68' 3outhport, NC

'roject No.: Page 1

~roject No.: Page 1

BORING LOG T-Description 4-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 BNP - OCA 18.70', casing 22.03' 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: 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 EINP - OCA 11.28', casing 14.67' 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 B\IP - OCA riser. Steel protective casing with locking top. Ground elevation 19.60', casing 22.29' S uthport, NC

BORING LOG Drill Rig: Geoprobe Date Erilled: 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 light tan fine )rain sand S -

-S S

aS S 5

dk gray orga iic matter (grass) gray silty cla,'

.5 tan fine grair sand, wet I - 10 A/A, saturate d tan and gray fine grain sand. saturated 15 A/A 20 gray clay Completion Notes: rite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC E~NP - OCA riser. Steel protective casing with locking top. Ground elevation 11.40', casing 14.18'

%'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 B1IP - OCA 6.89', casing 10.16' 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 crushed rock tan/white fine grain sand

.4i a

a 5 -

tan/brown fin ; grain sand w/ organic matter (grass) from 6.5' bgs light tan fine -Irain sand, moist @ -9' bgs 10 A/A

......... . brown fine to md. grain sand, saturated 15 brown fine gi ain sand with tr silt, saturated off-white fine grain sand, w/ tr clay and silt, saturated 20

______ £ L ______________ +/-_____________ ~ ...... A.-

Completion Notes: rite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC E=NP - OCA riser. Steel protective casing with locking top. Ground elevation 12.21', casing 15,30' "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,.

organic matt(,r, wood, shells, grass tan fine grain sand, dense @ 4-5 bgs 5

t---l tan fine grain sand 10 A/A I gray fine grai i sand, moist 15 gray fine grainl sand with organic matter, wet 20 gray fine graili sand with organic matter (shells, wood),

saturated 25 A/A gray clay 30 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 B P - OCA 11.93', casing 14.48' S luthport, NC Page 1 Ptoject No.:

Pioject No.: Page 1

BORING LOG Sz4 e s

Date rilled:

Boring Number:

6/27/08 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: Eite:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC E;NP - OCA riser. Steel protective casing with locking top. Ground elevation 10.81', casing 14.07'

'outhport, NC

BORING LOG S(t r 7 +

Drill Rig:

Boring Dia:

Geoprobe 6.5 Inches Date Drilled:

Boring Number:

6/29/08 ESS-69C Logged By:

Bryan Sladky Blow Depth E Completion Lithologý Description Counts Feet U,

.4ý7 NO RECOVE RY

..46 5

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 10 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 15 -

gray and bromn fine grain sand w/ tr silt and organic matter, saturated 20 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 25 30 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 BIP - OCA 34.18', casing 37.02' S 3uthport, NC Pioject No.: 1 I Page

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 ENP - OCA riser. Steel protective casing with locking top. Ground elevation 11.92', casing 14.64'

";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: Si:e:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC B14P - OCA riser. Steel protective casing with locking top, Ground elevation 12.72', casing 15.67' S *uthport, 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 ENP - OCA riser. Steel protective casing with locking top. Ground elevation, 12.28', casing 15.23' Eouthport, NC

S be ies BORIG LOG Date Crilled:

Boring Number:

7/1/08 ESS-73C Description grey to white fine grain sand black to dark brown silty fine grain sand, saturated 5

brown mediu n grain sand, wet to saturated 10 brown md. gi ain sand. saturated coarse grain sand, saturated Completion Notes: Site:

Well consists of 10' of 0.010" slot 2" PVC screen with solid 2" PVC ELNP - OCA riser. Steel protective casing with locking top. Ground elevation 12.28', casing 15.23'

$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 I3NP - OCA riser. Steel protective casing with locking top. Ground elevation 9.91', casing 12.64' 3outhport, NC

NONTRAESIDERTIAL WELL CONSTRUCtION RECORD North Carolina Department of Environmerit and NaIuroI Resources- Divisir n of WXatcr Quality WELL CONTRACTOR CERTIFICATION #.2209_8 I. WELL CONTRACTOR: I

i. WELL CONTRACTOR:

BURR d. TOP OF CASINC IS 0,0 FT Above Land Surface*

JOHNNY 'Top f casing te srnnated ator below land surface may require JOHNNY BURR a variance in ac *ordance vith ISA NCAC 2C .0118.

Well Contractor (Indivrli) Name

e. YIELD (gpm): ___A METHOD OF TESTN/A GEOLOGIC EXPLORATION. INC.

I. DISINFECTION: Type N/A Amount NIA Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD/

From To From -_ To STATESVILLE NC 28625 From. To From____ To City or Town State Zip Code From__ To_ From_ T___o 7D4 y. 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: iepth Difer materi From 0 . ._ To 5.0 Ft._2 PV SITE WELL ID*(i pptj,,bI ESS-32-C From_ To _ Ft._

STATE WELL PERMIT#(iI applicable)

From - - To___ Ft._

DWQ or OTHER PERMIT OfQapplicable)-

7. GROUT: Depth Ma'eriatl Method WELL USE (Check Applicable Box) Monitoring &I Municipal/Publc --.

From 00 To 1,0 R. Poneani bertonite SLURRY InclustrialfConmercial n AgnculluTil C) Recovery C Injection r-1 0 From - To Ft,_ _

IrrigationD Other ) (list use) from To__ Ft.___

DATE DRILLED 5

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM O PM [3 2 0 From 5.0 To 35.0 Ft. , in. .010 in. PVC

3. WELL LOCATION: From_ To_ Ft. in. in.

CITY- SOUTHPORT COUNTY BRUNSWICK From___ To Ft. in, _ in.

HWY 87 (RIVER ROAD) 9. SAND/GF AVEL PACK:

(Street Name, Numb'ers. Community. Subdivision. Lot No.. Parcel, Zip Code) Def 1h Size Material TOPOGRAPHIC I LAND SETTING: Fine Silica Sand From 3.: To 35.0 FL 20-40

-Slope OValley oFlal ORidge 0 Other From To_ FL_

(Itcecik appropriate box)

From To_ FL_

LATITUDE - ______ May he in dcgfc.-

/ minutes, secnnds ri

10. DRILLIIIG LOG LONGITUDE in a decimal Ioruit From To Formation Description Latitude/longitude source: OGPS o Topographic map 0.0 1.0 BLACK TOP SOIL (bicatln of wel must be shown on a USGS topo map and 10. 5.0 YELLOW SAND attachedto this form I not using GPS) , 0 280 GRAY SANDY CLAY

4. FACILITY- is thename ot fte business w"e mi welt s tocaea 280 3510 GRAY CLAY FACILITY ID *(if applicable)

NAME OF FACILIT'" ROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC City o Touwn State Zip Codle CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 1I. REMIARKS:

City or Town State Zip cod'! Benton te seal from 1,0 to 3.0 Feet.

L_-_._ __-

Area code,- Phone number IDoHH;iEY CERTIFY THAT Ti-S WELIL WAS CONSTRUCTED IN ACCORDANCE WIlTH

5. WELL DETAILS: ISA NoAC 2C WELL CONSTRUCTION STANDARDS, ANO THAT A COPY OF THIS HECO

• EtjPROViEOTO EH* THiE WELL O ER-

a. TOTAL DEPTH: 35.0

b. DOES WELL REPLACE EXISTING WELL? YES i NO p3 SIC O RIE OF IFIED WEL DA.TE "JOHNNY URR

c. WATER LEVEL Below Top of Casing: 8.0 F1.

(Use "+"if Above Top of Casing)

PR NTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 d tys. Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (91 S) 733-7015 ext 568. 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: d. TOP OF CASIN3 IS 0.0 FT. Above Land Surface'

-Top of casing 1, minated al/or below land surface may require JOHNNY BURR a variance in a xordance with 15A NCAC 2C .0118.

Well Contractor (individuaI) Name

e. YIELD (gpm): N/A METHOD OF TEST NIA GEOLOGIC EXPLORATION, INC.

f. D1SINFECTtIjN: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZOIIES (depth):

STREET ADDRESS 176 COMMERCE BLVD From_ To__ From To STATESVILLE NC 28625 From- To - Fron _ To City or Town State Zip Code From- To_ From_ To_

7o~0~4 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: From 0.0 To 5.0 Ft.

SITE WELL ID #0i applicaue)_ESS-33-C From_ _ To FI._

STATE WELL PERMIT#{if applicable)_

From To Fl._

DWQ or OTHER PERMIT #(it applicable)__

7. GROUT: Depth Malmeial Method WELL USE (Check Applicable Box) Monitonng g-J Municipal/Public L.

Indus*rialiComrnecial 0) Agricultural ED Recovery C- Injection C) From 0.0 To 1.0 Fl. POwttna benrtote SLURRY Inrigation[] Other C (Oist use)_ _ -__ ____ From-__ To__ Ft, From- _ To_ Fi, DATE DRILLED 05M20/O8

& SCREEN. Depth Diameter Slot Size Material TIME COMPLETED AM E) PM 0 2 0 From 5.0 To 25.0 Ft. . in. 010 in. PVC

3. WELL LOCATION: in.

From__ý_ To__ Ft. in.

CITY: SOUTHPORT COUNTY BRUNSWICK From 10 Ft, in. in.

HWY 87 (RIVER ROAD)

9. SANDI'GIAVEL PACK:

(Street Name. Numbers. Community. Subdfivsion, Lot No., Parcel, Zip Cxie1 Del 4h Size Material TOPOGRAPHIC I LAND SETTING:

From 3 3 To 25.0 Ft. 20-40 Fine Silica Sand LSlope O-Valley OFtat oRidge 0 Other From To - Ft., _

(dichd approprate box)

From To_ Ft,_

LATITUDE - Maybe in drgrc:,J minuioý. scifvidi a

10. DRILLI 4G LOG LONGITUDE in a decimalftwirms1J From To- Formation Description Lalitude/longitude source: c3GPS C)Topographic map 0.0 1.0 BLACK TOp.QIL (bcation of wel must be shown on a USGS topo map and 1.0 6.0 YELLOW SAND attached to this form if not using GPS) 6 180 GRAY SAND

4. FACILITY. is me na*re t v'* tusress wtiw ft fwis jce 18.0 20.0 GRAY CLAY FACILITY ID #(it applicable)

NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC City or Tow State Zip Cole CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUI HPOR'T NC 28419 11. REMARKS:

City or Town Stale Zip Code Bentor te seal Itom 1.0 to 3.0 Feet.

Area code - Phone number

5. WELL DETAILS: tfDO i *REeI" CERTIFY TKAT THIS WELL WAS CONSTRUCTEC IN ACCORDANCE WiTH I AN,.Na :Ac cONsTRUCTION STANDS AND THAT A COPY Or TNS

a. TOTAL DEPTH: 25.0 RECO .E. APoTrwe~JE

b. DOES WELL REPLACE EXISTING WELL? YES , NO ZI S U O F IED WELt LbONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 5,0 FT. - J*ClNNY BURR (Use'+," If Above Top of Casing).

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 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: d. TOP Of: CASINt. IS 0-0 FT. Above Land Surface*

JOHNNY BURR "'Topof casing te mitnated at/or below land surface may require a variance in ac zordance vth 15A NCAC 2C .0118.

Wel Contractor (Indcidual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

1. DISINFECTICN: TypeN/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS From To_ From___ To STATESVILLE NC 28625 Frorm__ To From_ TO_

City or Town State Zip Code From To - From* _ To 7 872-7686 Area code- Phone number 6. CASING: Thickness/

2 WELL INFORMATION: [Depth Di er vsh ta From 0.0 To 7.0 _Ft.

SITE WELL tD #4i applicable). ESS-34-C I From_ . To Ft._

STATE WELL PERMIT#{if applicabte).

From-__T__. To Ft._

DWQ or OTHER PERMIT #(if applicable)_

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 91 Munrcipal/Publi¢c c 0 SLURRY Indostrial/Cornmerial 0 Agricultural 0 Recovery El Injection 71 From 0.0 To 3. Ft. Portland bentonite IrrigationO Other 0 (list use)

From_ _ To_ _ Ft.

From To Ft.

DATE DRILLED 09i70108

8. SCREEN- Depth Diameter Slol Size Material TIME COMPLETED AM 0 PM 0 7 0 20 From T To 22.0 Ft. in. .010 in. PVC 3I WELL LOCATION:

From_ To__ Ft. in. in, CITY: SOUTHPORT COUNTY BRUNSWICK tn, From_ T. Ft In.

HWY 8? (RIVER ROAD)

(Street Name, Numbers, Community. Subdi'*Sion, Lot No~. Parcel, 21p Cr)ie)

9. SANDIGF AVEL PACK:

Derh Size Material TOPOGRAPHIC I LAND SETTING:

From 5.) . To 22 0 Ft. 20-40 Fine Silica Sand UJSlope oValley 0 Flat rJ:Rioge r, Other (cherk appropriate box) From To___ Ft._

May be in degros, From _To _ Ft._

LATITUDE -i minutes, scond! oi LONGITUDE in a decinmal rfmrwi j 10. DRILLIIiG LOG From To Formation Descnption Latitudeilongitude source: OGPS OTopographic map 0.0 2.0 BLACK TOP SQOIL (ibcatiinof wet must ie shown on a USGS topo map and 6.0 atteched to this form if not usuig GPS) 29 YELLOW SANO GRAY SAND 4, FACILITY.,s t, name o the business whee "t wet is Imaco. 18.0 22,0 GRAY CLAY FACILITY ID #(if applicabte)__

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 11, RE OARKS:

City or Tow-n Stale Zip Code Benton te seat from 3.0 to 5.0 Feet.

Area code - Phone number

5. WELL DETAILS: 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 OTHEWE gWNR.

a. TOTAL DEPTH: 22.0

b. DOES WELL REPLACE EXISTING WELL? YES j NO *i C`TOR DATE SrRE JOHNNY O BURR TF¶

c. WATER LEVEL Below Top of Casing: 10,0 FT (Use "+ if Above Top of Casing) CONSTRUCTING THE WELL PRINTED NAME PRINTED NAME OF OF PERSON PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days, Attn: Inforr*ation 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 # 3098

1. WELL CONTRACTOR: d, TOP OF CASIN'; IS 0.0 FT. Above Land Surface*

JOHNNY BURR 'Top of casing tf rmmnaled at/or below land surface may require a vriance in at cordance with 15A NCAC 2C .0118.

Welt Contractor (Individual) Name GEOLOGIC EXPLORATION, INC. e. YIELD (gpm): N/A METHOD OF TEST N/A Webl Contractor Company Name f. DISINFECTIC N: Type N/A Amount N/A 176 COMMERCE BLVD g. WATER ZOP ES (depth).

STREET ADDRESS From To__ From - To STATESVILLE NC 28625 From - To From - TO_

City or Town State Zip Code From - To From - To______

7G4 - )._872-7686 Area code. Phone number 6. CASING: Thickness/

Depth 2Dli* er je* # h PC

2. WELL INFORMATION:

From 0.0 To 5S0 Ft. 2 1 F i SITE WELL ID #(if applicable)_ESS-35-C From To Ft.

STATE WELL PERMITOtf applicable)

From_-_ __To Ft._

DWQ or OTHER PERMIT #(id applicable)-

WELL USE (Check Applicable Box) Monitoring 2 Municipal/Public 0 7. GROUT: Detih Material Method Industrial/Commercil 0 Agricultural Q Recovery 0 Injection -j From 0.0 To 1.0 Ft, Portland berlue SLURRY Imgationo Other f73(list use) From_ _ To______ Ft, From - To Ft.

DATE DRILLED 05r20=

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM D PM Q 2 0 From 5,0 To 20,0 Ft. in. .010 in PVC

3. WELL LOCATION:

From___ To Ft. in. _ 111n, CITY: SOUTHPORT .... COUNTY BRUNSWICK From-__ To Ft In. - in.

HWY 87 (RIVER ROAD)

9. SAND/GFAVEL PACK:

(Street Name, Numbers, Community. Subdiosion, Lot No.- Parcel. Zip Ccde) Deph Size Material TOPOGRAPHIC I LAND SETTING: Ft. 20-40 Fine Silica Sand From 3.11 To 200 OSlope QValley [JFIt ORidge 0] Other From To_ FL_

(check appropriate box)

LATITUDE May bc n degres. From To_ Ft.

L T-minutem. scconds o, 10. DRILLING LOG LONGITUDE inuadecimal rOITIutj From To Formation Descnption Latitude/longitude source: OGPS D Topographic map 0.0 1.0 BLACK TOP SOIL (location of wel must be shown on a USGS topo map and 1.0 4.0 YELLOW SAND aftached to this form if not usig GPS) GRAY SAND

4. FACILITY. is me name ot vie business wheretie well is iocateur 19.0 20.0 GRAY CLAY FACILITY ID #(if applicable)_ _ _

NAME OF FACILIT' PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUFTHPORT NC City or Toen State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO. BOX 10429 SOUTHPORT NC 28419 11. REIAARKS:

City or Town Slate Zip Code Bentoni a seal from 1.0 to 3.0 Feet.

Area code. Phone number 100 Hl REBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WiTH 5 WELL DETAILS: ISA NCkC ., WELL CONSTRUCTION STANOARg*, AND THAT A COPY OF Th*S RECO, E O To ER

a. TOTAL DEPTH: 20,0

b. DOES WELL REPLACE EXISTING WELL? YES {' NO In SI(7!JRE OF19 TIFIED WEL N0- DATE c.l WATER LEVEL Below Top of Casing: 7.0 f:7" JOHNNY BURR (Use "+' if Above Top of Casing)

PRI4TED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 dz ys. Attn: Information Mgt., Form GW-tb 1617 Mail Service Center- Raleigh, NC 27699.1617 Phone No. (919 733-7015 ext 568. 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: d. TOP OF (ASING IS 0.0 FT. Above Land Surface'

'Top of ci sing terminated at/or below land surface may require JOHNNY BURR a variant e in accordance With I6A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (lpm): N/A METHOD OF TEST_-N/A GEOLOGIC EXPLORATION, INC, I. DISINFE'CTION; Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. WATEI ZONES (depth):

STREET ADDRESS From To_ From- To_ _

STATESVILLE NC 26625 From_ To From -_ o City or Towm State Zip Code From- To From_ _ To 7i. 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth l ea~ h Met From 0:) To 17.0 Fl. 2 INCH Pi¶ SITE WELt. ID Oit applicable) ESS-37-C STATE WELL PERMIT#(if applicable)_

From- _ To q Ft._ _

From-._.._ To_ Ft.__ _

DWQ or OTHER PERMIT #(if applicable)_____

7. GROU": Depth Material Method WELL USE (Check Applicable Box) Monitoring g2 Municipal/Public Induslrial/Commercial I, Agricultural C3 Recovery o Injection c From0 0 To 100 Ft. Porlland pbentonite SLURRY From__ To Ft.

Imgatior' Other C (list use)

From To_ Ft._- -

DATE DRILLED 05/20/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM C 0 From "7.0 To 30.0 Ft2. in. .010 in. PVC

3. WELL LOCATION:

From _ To_ Ft. in. _ tn.

CITY: SOUTHPORT COUNTY BRUNSWICK From To_____ Fl, in. _ in.

HWY 87 (RIVER ROAD)

S. SANDi GRAVEL PACK:

(Street Name, Numbers. Community. Subdivision, Lot No., Parcel, Zir Cooe: Size Material I epth TOPOGRAPHIC / LAND SETTING:

From 15.0 To 30,0 Ft. 20-40 Fine Silica Sand OSIope oValley OFIal ORidge [] Other'__ _

(check apwprpriate boa)

From To_ Ft.

From To__._ Ft.

LATITUDE May he ci deg-cc.

minuics. sccui ds Ii

10. DRILIJNG LOG LONGITUDE in a decimal Ji4rtma Frorn To Formation Description Latitude,/longitude source: cJGPS oTopographic map 0.0 2.0 BLACK TOP SOIL (location of wel must be shown on a USGS topo map arnd 2.0 7.0 YELLOW SAND atteched to this form If not usirg GPS)

S 280 GRAY SAND

4. FACILITY. is a,# tame ott business whre, thell is lo.acs 28.0 29.0 GRAY CLAY FACILITY ID #(if appl*lcabte) 29.0 35.0 RAY SANo NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC City or Town State Zip Coae CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO. BOX 10429 SOUTHPORT NC 28419 11. REIAARKS:

City or Tomn Slate Zip Code Bentoni a seal from 10.0 to 15.0 Feet.

Area code - Phone number I DO HE' E@ CER rYt"RHAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: I A NC,. 2C, WELL CONSTRUCTION S/AN&ROS. A NO THAT A COPY oF TM

a. TOTAL DEPTH: 30.0 RECO tA ~

1 ENRVEDTO THE C)OWNER 7

14;Wý S , iil 40"2 40W11/08

b. DOES WELL REPLACE EXISTING WELL? YES L NOr, S ,TURE F V1SWL,-WRkC R DERTIFIEA DATE

c. WATER LEVEL BelowTop of Casing: 17,0 Fr, JOHNNY BURR (Use "+"it Above Top of Casing)

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) 733-7015 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 # 30518

1. WELL CONTRACTOR:

d. TOP OF C,* SING IS 0.0 FT. Above Land Surface*

JOHNNY BURR *Top of ca ,ng lerminated at/or below land surface may require a vanancc in accordance with 15A NCAC 2C 0118.

Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC. a, YIELD (gl m): NIA__ METHOD OF TEST NIA I. DISINFE .TION: TypeN/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS From- _ To_ From_ _ To STATESVILLE NC 28625 From-__ To From Io City or Town Slate Zip Code From- _ To From To 7 872-7686 Area code- Phone number 6. CASING: Thickness/

Depth D' er "h I

2. WELL INFORMATION: 2 From 0.0 To 7.0 Flt, 101 _V SITE WELL ID Nit applicatte).ESS-36-C From- To_ _ Ft,_

STATE WELL PERMIT#{i ap0tCabreL .

From To__ Ft._

DWQ or OTHER PERMIT #(if applicable)_.....

7. GROUT Depth Material Method WELL USE (Check Applicable BoxW Monitoring W Municipal/Public Cj From 0___ To 310 Ft. Portlar'i bentorite SLURRY IndustrlialCornmercial.0 Agricultural -j Recovery j Inleclion Uj IrrigationO Other Ll (list use) From_ _ To Ft.

From-_ To Ft.

DATE DRILLED 05120108

8. SCREUN: Depth Diameler Slot Size Material TIME COMPLETED AM 0 PM -3 2 0 From 7.3 To 22.0 Ft. . in. .010 in. PVC

3. WELL LOCATION: From_ _ To_ _ F_ in . 'It.

CITY: SOUTHPORT COUNTY BRUNSWICK From To Ft. In. In.

HWY 87 (RIVER ROAD)

9. SAND/iRAVEL PACK:

(Street Name. Numbers, Community. Subdivsion, Lot No.. Parcel Zip Cooe) D !Iph Size Material TOPOGRAPHIC/ LAND SETTING: Fine Silica Sand From_ .0 To 22.0 -Ft. 20-40 0 Slope OValley L Flat L Ridge Ci Other From_ To__ Ft_

(chock appropniae box)

From- To_ Ft.

LATITUDE _ May he in dtzrfes minui Ls. s-cori k or 10. DRILLING LOG LONGITUDE in a decimal briiiai From To Formation Description Latitude/longitude source: oGPS ElTopographic map 0.0 1.0 BLACK TOP SOIL (bcaton of wel must be shown on a USGS topo map and 1.0 5.0 YELLOW SAND attached to this form tf not using GPS) 5.0 200 GRAY SAND

4. FACILITY. is "*tnaMe offt NAinaaa wIIie VtowC4t iS10ard. 20.0 22.0 GRAY CLAY FACIUTY ID #(if applicable)__

NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC City or Town State Zip Coce CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 11. REI4ARKS:

City or Town . State Zip Code Bentoni e seal from 3.0 to 5.0 Feet.

Area code- Phone number DO HE iMBY CERTIFY THAT THiS WE.L WAS (NSTRUCTED IN COPY ACCORLNCE WITH 0 'c, WEL CONSTRUCTiON

&.WELL DETAILS: NC. ,0SA STAN*OS. AND THAT A OF THiS REco ] S LEN*PRVJ TO TH**W WNC.

a. TOTAL DEPTH: 22.0

b. DOES WELL REPLACE EXISTING WELL? YES [3 NO qi S ,TURE ICERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 10,0 FT JO}INNY BURR (Use +"i Above Top of Casing)

PRIN rED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 da) s. Attn: Information Mgt.,

Form GW-1b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919)"33-7015 ext 568. 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 # 3098

1. WELL CONTRACTOR: d. TOP OF CAING IS 0T0 FT. Above Land Surface*

'TOp of casin 3 terminated at/or below land surface may require JOHNNY BURR a vaiance ii accordance with 15A NCAC 2C .01 18.

Well Contractor (Indivdual) Name

e. YIELD (gpr i: N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

I. DISINFEC nON: Type N/A Amount NIA Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD 9. WATER ZONES (depth):

From-__ To From To_

STATESVILLE NC 28625 From To From - To City or Tomn State Zip Code From- To - Fromn To o 872-7686 Area code- Phone nurnber 6. CASING: Thiclkness/

2. WELL INFORMATION: Depth DiarMta PVC From 0,0 To 5.0 Ft.

SITE WELL ID

• apticat*_ ESS-38-C From__ To__ Ft._

STATE WELL PERMIT#(if e _pic

_ ___)

From To Ft.

DWQ or OTHER PERMIT 0tf applicable)

WELL USE (Check Applicable Box) Monitoring [q Municipal/Public r( 7. GROUT: Depth Material Method Industnal/Commerditlo Agrtcultural (2 Recovery [] Injection C-: From 0.0 To 10 Ft Portana berionoit SLURRY Irrigationa Othe (] (list use) _

From __ To _ Ft.

From T T- __ Ft.

DATE DRILLED 05/20/08

8. SCREE 1: Depth Diameter 2

Slot Size Material TIME COMPLETED AM (2 PM C) From_5j To 15.0 Ft. 0 in. .010 n PVC

3. WELL LOCATION:

From_ _ To, Ft. in. in.

CITY7 SOUTHPORT COUNTY BRUNSWICK

/From_ _ To Ft. in. _ in.

HWY 87 (RIVER ROAD)

(Street Name, Numbers, Community, Subdivsion Lot No, Parcel, Zip ,.oae) 9. SANDIC RAVEL PACK:

Di pth, Size Material TOPOGRAPHIC I LAND SETTING:

From:-. 0 To 15,0 Ft, 20-40 Fine Silica Sand

]SlcrSIe OVailey OFlat rjRidge 0 Other _ _

(cheti approprale box)

From _To._ FtFt. _

May 11-in d1cp"ci From To - Ft,_

LATITUDE -

Minuics. Scconds n:

LONGITUDE in a drcimal 'bmn* I 10. DRILL NG LOG From To Formation Description Latitude/longitude source: CIGPS OTopographic map 0.0 20 BLACK TOP SOIL (location of veA-must be shown on a USGS topo map and 20 8.0 YELLOW SAND attachedto this formif not using GPS) 1,0 130 GRAY SAND

4. FACILITY. isf nameae m-ebuire*n*iwhere the wail s located, GRAY CLAY FACILITY ID #(if applicable)_ __ __ _

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 11. RE AARKS:

City or iown State Zip Codc Benton te seal from 10 to 3.0 Feei.

Area code - Phone number

5. WELL DETAILS: ihis WECL WAS~ iN ACCOiiCOANCE WITH 00 N IS*A NC*acSHi R*~

• c* tilAT CONt TR*smTc(Nor JTRtCTEO STANI::** ANt) THATA CC*Y OF THIS

a. TOTAL DEPTH: 15,0

b. DOES WELL REPLACE EXISTING WELL? YES fCl NO F SIGI A"*URE *~RIlD WELL CONT-RAC--TOR DT C. WATER LEVEL Below Top of Casing: 7.0 Fl. JOHNNY BURR (Use + it Above Top of Casing)

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#/ 3098 t, WELL CONTRACTOR: d. TOP OF CAX;ING IS 0.0 FT. Above Land Surface

• Top of casir 9 terminated aVor below land surface may require JOHNNY BURR a vanriance ii accordance wth 15A NCAC 2C .0118, Well Contractor (Individual) Name

e. YIELD (gpn): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

I. DISINFECTION: Type N/A Amount NIA Well Contractor Company Name 176 COMMERCE BLVD g. WATER; ONES (depth):

STREET ADDRESS From___ To___ From _ To STATESVIILE NC 28625 From- _ To_ From_ TT.___

City or Town Stale Zip Code From-__ To_ From__ To 704 .872-7686 Area code- Phone number 6. CASING: Thickness/

7. WELL INFORMATION: Depth To 10.0 Ft. BN-IgVtr t ~ pvutna From 0.0 SITE WELL ID #(if apilricable)_ESS-39-C From To_ _ Ft. -

STATE WELL PERMITC#{ appticabie). _ _ __

From- To Ft.

DWO or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring @ MunicipatPublic C From 0.C To 6.0 Ft, Poiuano ientoto SLURRY Industial/Commercial E Agricultural 0 Recovery

• Injection C, IrrigationoD Other E (list use) From___ To_ Ft.

From_ To._ Ft.

DATE DRILLED 05/(2)010 S. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AMO] PMO 2 From 1C.0 To 20.0 Ft. .0 in, .010 in. PVC 3I WELL LOCATION: in.

From __ To__ F. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK From__ To_ Ff. in. - in.

HWY 87 (RIVER ROAD)

9. SAND/"RAVEL PACK:

(Street Name, Numbers. Community. Subdivision. Lot NO..Parcel, Zi, :r*e) Size Material D *pth TOPOGRAPHIC / LAND SETTING: Fine Silica Sand From :;,0 To 20.0 Ft. 20-40 OSlope oValley OFlat CiRidge o Other From To Ft. -

(cbeck appopnate box)

From -To - Ft.

LATITUDE May

• in degr~er,'

minutes. s.+/-con4s in,

10. DRILLING LOG LONGITUDE in a decimal frirmat From To Formation Description Latitude/longitude source: OGPS CTopographic map 0,0 2.0 RLACK TOP $OIL (kAcartn of wel must be shown an a USGS topo map and 2.0 9.0 YELLOW SAND attached to this forn if not using GPS) 170 GRAY SAND 9.0

4. FACILITY.- ft name Ofthe business WWOelar -ell is l-.aled 17,0 20,0 GRAY CLAY FACILITY ID #(if applicable)_ __

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 11. RE 0ARKS:

City or Town Slate Zip Codo Benton ,e seal from 6.0 to 8.0 Feet.

(f,-

Area code - Phone number

5. WELL DETAILS: 100 HY Rn "n THS WbL. CONSTRUCTED INACCORDANCE WITH ISA 'C ýJ C ADT FT4 RECiWW oooSU/f

a. TOTAL DEPTH: 20.0

______________________06/11/08

b. DOES WELL REPLACE EXISTING WELL? YES .- NOg,

ATURE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing- 11.0 . .FT. JOH]-NNY BURR (Use" +" If Above Top of Casing)

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 # 2581

1. WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require BRIAN THOMAS a \ ariance in accordance with 15A NCAC 2C .0118.

BWeAN Well Contractor (Individual)

ContratoMA (Individual) Namee.YLDpm:NA MTOOFESN/

GEOLOGIC EXPLORATION, INC. YIE LD (gpm): N/A .METHOD OF TEST_N/1A GEOOGC EPLRAION IC.e.

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

6. CASING: Thickness/

Area code- Phone number Depth4 5 Diameter Weioht Material

2. WELL INFORMATION: Froii 0.0 To .

0 Ft. 2 INCH Sc' 40 PVC SITE WELL ID #(if _________________

STTE WELL PDRIT#if applicable) 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:

7M Depth Material Method 9l Municipal/Public WELL USE (Check Applicable Box) Monitoring SLURRY Industrial/Commercial o Agricultural oI Recovery C] Injection 1] Fro 0.0 To26'0 Ft. Portlandnbentonile 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 2 0 TIME COMPLETED AM Ci PM ED Fro n 45.0 To 55.0 Ft. . 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 / 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)

May be in degrees. Fro n To Ft._

LATITUDE _

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)

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 aBYCERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH lýl ELNLCONSTRUCTION STANDARDS, AND THAT A COPY OF THIS ENPROVIDED 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: d. TOP OF CASING IS 0.0 FT. Above Land Surface*

"To of casing terminated atlor below land surface may require BRIAN THOMAS a ýariance in accordance with 15A NCAC 2C .0118, Well Contractor (Individual) Name

e. YIE LD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI MINFECTION: Type N/A . Amount N/A Well Contractor Company Name

g. WNTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fi om_ _ To_ From_ To STATESVILLE NC 28625 To Fi om_ To From City or Town State Zip Code F om___ To___ From_ To 704

• 872-7686

6. CASING: Thickness/

Area code- Phone number Depth Diameter WeiGht Material

2. WELL INFORMATION: Ft, 2 INCH sc-r40 PVC Frori 0.0 To 45.0 SITE WELL ID #(if applicable) ESS-39-B scH o PVC Froi-I 0.0 To 33.0 Ft. 6 INCH STATE WELL PERMIT#(if applicable)

Fror _* To_ Ft._

DWQ or OTHER PERMIT #(if applicable)_ __

7. GRDUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring F0 Municipal/Public_-,

Frolm 0.0 To 27.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural D Recovery 0 Injection 12 Froi n 0.0 To"F3-' Ft. Portland bentonite SLURRY Irrigation ] Other 0 (list use) - -

Fromn - To_ Ft.

DATE DRILLED 06/09-06/13/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM Ci 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. SAlk DIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Code)

Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fro n 43.0 To 55.0 Fl, 20-40 Fine Silica Sand C]Slope E Valley r]Flat 0 Ridge [3 Other_

Fron To______ Ft._

(check appropriate box)

Fro n To Ft._

LATITUDE l May be in d-grees.

minutes. seconds or

10. DRI_-LING LOG LONGITUDE t in a decimal fomiat Frorr To Formation Description Latitude/longitude source: oGPS DTopographic map 0.0 4.0 TAN SAND (location of well must be shown on a USGS topo map and BROWN SANDY CLAY 4.0 18.0 attached to this form if not using GPS) GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is Iocatedi 35.0 55.0 GRAY SAND/SHELLS 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 11. REI MARKS:

City or Town State Zip Code Bentonil a seal from 27.0 to 43, 0 Feet.

Area code - Phone number IDO HEF EBYWELL CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

55. WELL L DETAILS:T  : 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 7.0 FT,

c. WATER LEVEL Below Top of Casing:

(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 Division of Water Quality North Carolina Department of Environmcnt'and Natural Res( urces-

1. 3198 WELL CONTRACTOR CERTIFICATION

d. TOF OF CASING IS 2.5 FT. Above Land Surface*

1. WELL CONTRACTOR:

• Tor of casing terminated at/or below land surface may require JOHNNY BURR a v iance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name METHOD OF TEST N/A

e. YIELD (gpm): N/A GEOLOGIC EXPLORATION, INC. Amount N/A

f. DI:3INFECTION: Type N/A Well Contractor Company Name

g. W.TER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr)m_ To_ _ From To STATESVILLE NC 28625 To From_ To Fr)m_

City or Town State Zip Code To Fiom_ To_ From_

704 .* 872-7686

6. CASt IG: Thickness/

Area code- Phone number Depth Diameter Weioht Material

2. WELL INFORMATION: To 20.0 Ft. 2 INCH sc 4rD PVC Frori 0.0 SITE WELL ID#(if applicable) ESS-40-C Fror I _ To_ Ft._

STATE WELL PERMIT#(if applicable)-_

Fror __- To Ft._

DWQ or OTHER PERMIT #(if applicable) Method

7. GR )UT: Depth Material WELL USE (Check Applicable Box) Monitoring E) Municipal/Public ;j To 16.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 1] Fror 1 0.0 Frot I - To Ft.

Irrigation[] Other El (list use)

Froe,_*) _ To_ Ft._

DATE DRILLED 06/10/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM C PMQ Fromn 20.0 To 30.0 Ft.2.0 in. 010 in. PVC

3. WELL LOCATION: Fro _n_ To Ft in. in.

CITY: SOUTHPORT INITV BRUNSWICK COUt To Ft . in.

Fron HWY 87 (RIVER ROAD) 7ip Code) 9. SA, D/GRAVEL PACK:

(Street Name, Numbers, Community, Subdiision, Lot No., Parcel, Size Material TOPOGRAPHIC / LAND SETTING: Depth Froin 18.0 To 30.0 Ft. 20-40 Fine Silica Sand lSIope ElValley E~lFat El]Ridge El Other-.

(check appropriate box) Fron To Ft._

LATITUDE _ May be in d,:.grees. Fro n To. Ft. -

minutes, seconds in a decimal or fonnat 10. DRI -LING LOG LONGITUDE __ ________ Frorr To Formation Description Latitude/longitude source: oGPS EiTopographic 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 GRAYSANDY CLAY

4. FACILITY- isthe 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 THATA COPY OF THIS

a. TOTAL DEPTH: 30.0 RE EN PROV 0 To THEW WE

b. DOES WELL REPLACE EXISTING WELL? YES El NO IK UR EV6/25108 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 days. Attn: Information Mgt.,

uDrmit the original to the Division of Water Quality within 30 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 of Water Quality North Carolina Department of Environment and Natural Res urces- Division WELL CONTRACTOR CERTIFICATION # 31198

1. WELL CONTRACTOR: d. TOF OF CASING IS 2.5 FT. Above Land Surface*

• Tor of casing terminated at/or below land surface may require JOI-4N NY BURR a v iriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name METHOD OF TEST N/A

e. YIELD (gpm): N/A GEOLOGIC EXPLORATION, INC. Amount N/A

f. DI;IINFECTION: Type N/A Well Contractor Company Name

g. W,. TER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frr)m_ To_ From To STATESVILLE NC 28625 Fr *m_ To From_ To_

City or Town State Zip Code F rom_ To Fi om_ To_

704( 872-7686

6. CASI 4G: Thickness/

Area code- Phone number Depth Diameter Weight Material

2. WELL INFORMATION: Ft. 2 INCH sc 40 PVC Frort 0.0 To 17.0 SITE WELL ID #(if applicable) ESS-41-C Fror __ To__ Ft.__

STATE WELL PERMIT#(it applicable)_

Fror t_ To_ Ft.

DWQ or OTHER PERMIT #(if applicable)

7. GR )UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 9 Municipal/Puolic []

Frot 0.0 To 13.0 Ft. Portland bentonite SLURRY Industrial/Commercial I] Agricultural 0 Recovery E Injection r] Fror 1 To Ft.

IrrigationO Other 0 (list use)

Fro_ _ _ To - Ft.

DATE DRILLED 06/02-06/10/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM D PM El 0 Froa'u 17.0 To 27.0 Ft2. in. .010 in. PVC

3. WELL LOCATION: Froi 1 - To - Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Froi rn _ To - Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAN D/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Tip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Froln 15.0 To 27.0 Ft. 20-40 Fine Silica Sand DSlope oValley OFlat DRidge [ Other Frol n To Ft._

(check appropriate box)

Froi n To Ft._

LATITUDE _ May be in detgrees, minutes, seconds or 10. DRI -LING LOG LONGITUDE in a decimal format Froan To Formation Description Latitude/longitude source: DGPS DTopographic map 0.0 1.0 BLACK SANDY TOP SOtL (location of well must be shown on a USGS topo map ano 1.0 6.0 YELLOW SANDY CLAY attached to this form if not using GPS) 6.0 20.0 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is located. 20.0 27.0 GRAY SAND 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 11. REIlARKS:

City or Town State Zip Code Bentonit . seal from 13.0 to 15.0 Feet.

Area code - Phone number S. WELL DETAILS: IDO HE :BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH i5A N*Af: 2C. WELL CONSTRUCTION STnARDS, AND THAT A COPY OF THIS RDEDTO THE L OWNER.

a. TOTAL DEPTH: 27.0' 06125/08

b. DOES WELL REPLACE EXISTING WELL? YES D NO FJ lNA' UREW CERTIFIED OTMCONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 15.0 FT. JOLUFNY BURR (Use "+" if Above Top of Casing)

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 of Water Quality North Carolina Department of Environment and Natural Reso irces- Division 1, WELL CONTRACTOR:

JOHNNY BURR Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name WELL CONTRACTOR CERTIFICATION # 3(98 I d. TOP OF CASING IS 2.5

e. YIE .D (gpm): N/A

f. DIt;INFECTION: Type N/A

g. W1iTER ZONES (depth):

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.

METHOD OF TEST N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD Fr, m To__ From To STATESVILLE NC 28625 Fr)m_ To_ From To_

City or Town State Zip Code Fr)m_ To From_ To 704 - 872-7686

6. CASING: Thickness/

Area code- Phone number Depth Diarm er WeiOht Material

2. WELL INFORMATION: Fron 0.0 To_20,0 Ft. SCl 40 PVC SITE WELL ID #(it applicable) ESS-42-C Fron, _ To_ Ft.

STATE WELL PERMIT#(if applicable)__ Fron i_ To_ Ft._

DWQ or OTHER PERMIT.#(if applicable)___ 7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring El Municipal/Public [I Frout 0.0 To 16.0 Ft. Portland bentonite SLURRY Industrial/Commercial El Agricultural 0 Recovery 0 Injection [D

,Frori__ To__ Ft,_

Irrigation[] Other [I (list use)

Fror t_ _To. Ft._

DATE DRILLED 06/03-06/10/08 Diameter Slot Size Material

8. SC 1EEN: Depth TIME COMPLETED AM [3 PME 2 0 Frori 20.0 To 30.0 Ft. . in. .010 in, PVC

3. WELL LOCATION: Fror_ _ To_ _ Ft. in. in. __

CITY: SOUTHPORT COUNTY BRUNSWICK Fro___ To Ft. in. in.

HWY 87 (RIVER ROAD) 9. SAN 0/GRAVEL PACK:

(Street Name. Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: Frori 18,0 To 30.0 Ft. 20-40 Fine Silica Sand 0 Slope 0 Valley 0[FIat 0Ridge [3 Other Fro i i To Ft.

(check appropriate box)

LATITUDE - Sminutes.

May be tnseconds degrees.or Froit

10. DRII.LING LOG To___ Ft.

LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: oGPS o Topographic map 0.0 1.0 BLACK SANDY TOP SOIL (locationof well must be shown on a USGS topo map ano 1.0 6.0 YELLOW SANDY CLAY attached to this form if not using GPS) .6..0 200 GRAY SANDY CLAY

4. FACILITY. is the name of the business where the wetl is located. 20.0 30.0 GRAY SAND 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 11. REA lARKS:

City or Town State Zip Code Bentonit t seal from 16.0 to 18.0 Feet.

Area code - Phone number

5. WELLDETAILS: 15A NCAl IDO W5.LCONSTRUCT7ON

• CERTIFY HER :BY STANDARDS, THAT THIS WELL AND THAT A WAS CONSTRUCTED INCOPY OF THIS WITH ACCORDANCE RECOR* D TO THE WE NER,

a. TOTAL DEPTH: 30.0' AWl 106/25/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO IK ,sof "URE JWRT FIED WKW~llOb DATE

c. WATER LEVEL Below Top of Casing: 16.0 FT. JOHEINY BURR (Use "+" if Above Top of Casing)

PRINTED 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) 73:1-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a viriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name METHOD OF TEST N/A

e. YIE .D (gpm): N/A GEOLOGIC EXPLORATION, INC, Amount N/A f, DI,;INFECTION: Type N/A Well Contractor Company Name

g. WitTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr )m To_ From To STATESVILLE NC 28625 From_ To Fr)m_ To_

City or Town State Zip Code Fr m_ To_ From_ To 704 - 872-7686

6. CASIING: Thickness/

Area code- Phone number Diameter WeiVht Material Depth

2. WELL INFORMATION: To 7.0 Ft. 2 INCH SC -40 PVC From 0.0 SITE WELL ID #(if applicable) ESS-43-C Froni__ To Ft._

STATE WELL PERMIT#(if applicable).

Fron _ To_ Ft.

DWQ or OTHER PERMIT #(if applicable)

7. GR,)UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring IT Municipal/Public 1]

To 3.0 Ft. Portland bentonite SLURRY Industrial/Commercial C] Agricultural 0 Recovery 0 Injection (I Fror t 0.0 Fror i_ To Ft.

Irrigationr] Other 0 (list use),

Fror t _ To_ Ft.

DATE DRILLED 06/03-06/10/08

8. SC REEN: Depth Diameter Slot Size Material TIME COMPLETED AM O PM 0 2 0 Fror1 7.0 To 17.0 Ft. . in. .010 in. PVC

3. WELL LOCATION: Fror i To_ Ft. in. in. -- _

CITY: SOUTHPORT COUNTY BRUNSWICK Froi _ To_ Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAN D/GRAVEL PACK:

(Street Name. Numbers, Community, Subdivision. Lot No.. Parcel Fp Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 5.0 To 17.0 Ft. 20-40 Fine Silica Sand OSIope -Valley [Flat ORidge 0 Other Froin To_ Ft._

(check appropriate box)

Fron To_____ Ft._

LATITUDE May bein degrees, minutes, seconds or 10. DRILLING LOG LONGITUDE ina decimal tornat From To Formation Description Latitude/longitude source: CGPS 0 Topographic map 0.0 2.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map anc 2.0 6.0 YELLOW SANDY CLAY attached to this form if not using GPS) GRAY SANDY CLAY

4. FACILITY. is the name of the business where the well is locatecd 12.0 17.0 GRAY SAND 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 11. REP lARKS:

City or Town State Zip Code Bentonit . seal from 3.0 to 5.0 Feet.

I_)-

Area code - Phone number 6, WELL DETAILS: I15A DO NCA{

HER cERnFy THAT THIS WELL WAS CONSTRDCTED N ACCORDANCE WITH sF_0 CONSTRUCTION 5TANOAj,, AND THATA COPY OF THIS RECOR 9 T THE WEL NER

a. TOTAL DEPTH: 17.0'

b. DOES WELL REPLACE EXISTING WELL? YES U NO In SI( fURE OI TIFIED WELle DATE"*G

c. WATER LEVEL Below Top of Casing: 8.0 FT. BURR JOHIINY (Use 4" if Above Top of Casing)

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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a v, iriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE.D (gpm): N/A METHOD OF TEST N/A GEOLOGIC. EXPLORATION, INC.

f. DII INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WjkTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frnm_ To_ From_ To STATESVILLE NC 28625 From_ To Fr)m_ To_

City or Town State Zip Code Fr m_ _ To_ From - To 704 ). 872-7686

6. CASI4G: Thickness/

Area code- Phone number Depth Diameter WeiZhI Material

2. WELL INFORMATION: SC' 40 PVC Fron 0.0 To 5.0 Ft. 2 INCH SITE WELL ID #(i0applicable) ESS-44-C Fron _ To __ Ft._

STATE WELL PERMIT#(if applicable)_

Fror t To___ Ft..

DWQ or OTHER PERMIT #(if applicable)_

7. GR )UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring K Municipal/Public it Fror 1 0.0 To 1.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0: Recovery C Injection CJ Fror I_ To _ Ft.

IrrigationO Other 0 (list use) _

Fror , To Ft.

DATE DRILLED 06/04-06/10/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM I- PM [i. 2 0 Frort 5.0 To_15.0 Ft. . in. .010 in. PVC

3. WELL LOCATION: in. in.

Frol n - To Ft. _

CITY: SOUTHPORT COUNTY BRUNSWICK in.

Fro, n _ To Ft. in. _

HWY 87 (RIVER ROAD)

9. SAN D/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, ZiP Code)

Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fron 3.0 To 15.0 Ft. 20-40 Fine Silica Sand

[]Slope oValley 1Flalt oRidge [3 Other _ __

Fro n To Ft.

(check appropriate box)

Fro n To_ Ft._

LATITUDE May be in d.grees.

minutes, seconds or

10. DRI.-LING LOG LONGITUDE .in a decimal lbrmat Frorr To Formation Description Latitude/longitude source: OGPS 0 Toppgraphic trap 0.0 1.0 BLACK TOP SOIL (locationof we# must be shown on a USGS topo map and GRAY SAND 7.0 14.0 attached to this form ff not using GPS)

GRAY SANDY CLAY

4. FACILITY. is the name of the business where the well is Iocatee. 14.0 15&0 GRAY CLAY 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 11. REIAARKS:

City or Town State Zip Code Bentoni e seal from 1.0 to 3.0 Feet.

C-*)-__

Area code - Phone number

5. WELL DETAILS: I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCA , WELL CONSTRUCTON STANDARDS, AND THATA COPY OF THIS

a. TOTAL DEPTH: 15.0' RECOR - TOTHEWEL.NER.

REO~ ~ '

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO Z3 S 'E TFEWH ,DATE L 06/25/08

c. WATER LEVEL Below Top of Casing: 7.0 FT.

(Use "+"if Above Top of Casing) 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- 1b 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a vurriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC. N/A

f. DI!;INFECTION: Type N/A Amount Well Contractor Company Name

9. WiTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr )m To From To STATESVILLE NC 28625 _ From To Fr)m_ To_

City or Town State Zip Code Fr)m To FFrom To (704 - 872-7686

6. CASIhNG: Thickness/

Area code- Phone number Depth Diameter Weh Material

2. WELL INFORMATION: Ft. 2 INCH SC 40 PVC From 0,0 To 11.0 SITE WELL ID#(if applicable) ESS-45-C Fronm _ To Ft._

STATE WELL PERMIT#0if applicable)_

Fron i_ To_ Ft._

DWQ or OTHER PERMIT #(if applicable) Material Method

7. GRO)UT: Depth WELL USE (Check Applicable Box) Monitoring E] Municipal/Public ,D Frort 0.0 To 6.0 Ft. Ponland benlonile SLURRY Industrial/Commercial E] Agricultural 0 Recovery 0 Injection [

Fror t_ To_ Ft.

Irrigationo Other C3 (list use)

Fror _ _ To_ Ft.

DATE DRILLED 06/04-06110/08

8. SC REEN: Depth Diameter Slot Size Material TIME COMPLETED AM D PM O Froti 11.0 To 21.0 Ft. 2 ,0 in. .010 in, PVC

3. WELL LOCATION: Fro__ _ To Ft. in. *in.

CITY: SOUTHPORT COUNTY BRUNSWICK Frou" _ _ To Ft. in. in.

HWY 87 (RIVER ROAD) 9. SAN D/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, ;io Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: Ft. 20-40 Fine Silica Sand From 9.0 To 21.0

[]Slope EOValley [Flat [Ridge E0Other From _n To Ft._

(check appropriate box)

Frot n To - Ft._

LATITUDE _ May be in degrees, minutes. seconds or 10. DRI .LING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: oGPS oTopographic map 0,0 2.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map and 2.0 6.0 YELLOW SANDY CLAY attachedto this form if not using GPS) 6.0 120 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is located. 12.0 21.0 GRAYSAND 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 11. REIMARKS:

City or Town 'State Zip Code Bentonil a seal from 6.0 to 9.0 Feet.

Area code - Phone number 100 HEI- EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 1 A C WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOR B N PROVIDED TO THE WELL OWNER

a. TOTAL DEPTH: 21.0' i4, 0 06/25/08

b. DOES WELL REPLACE EXISTING WELL? YES [3 NO 9l R-O RT IE DVDATE E

c. WATER LEVEL Below Top of Casing: 13.0 FT.

(Use "+" if Above Top of Casing)

PRINT ED 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) 733-7016 ext 568. Rev, 7/05

ATON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Reso irces- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3(98

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 - FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a v, riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DIf INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Froim_ To_ From_ To STATESVILLE NC 28625 Fr.im_ To From To City or Town State Zip Code Fr)m_ To_ _ From_ To_

o704 -. 872-7686 6, CASIIIG: Thickness/

Area code- Phone number Depth Diameter Weioht Material

2. WELL INFORMATION: Ft. 2 INCH SCw 40 PVC Fron 0.0 To 8.0 SITE WELL ID #(it applicable) ESS-46-C Fron To Ft.

STATE WELL PERMIT#(if applicable)

Fron__ To Ft.

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring E) Municipal/Put')lic [I Fret1 0.0 To 40 Ft. Portland bentonite SLURRY IndustriaY/Commercial 0I Agricultural 0 Recovery [0 Iriection Et Fror I_ To Ft.

Irrigationo Other o (list use)

Frort

• To_ Ft.

DATE DRILLED 06/09-06/16/08

8. SC iEEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM O 2 Froni 8.0 To 18.0 Ft. .0 in. .010 in. PVC

3. WELL LOCATION: Fro; _ _ To - Ft. in, _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Froi _ _ To_ Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAI D/GRAVEL PACK:

(Street Name, Numbers. Community, Subdivision, Lot No., Parcel Fi Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fromn 6.0 To 18.0 Ft. 20-40 Fine Silica Sand 0Slope DValley OFlat EIRidge 0 Other Fro n To Ft.

(check appropriate box)

Fro n To_ Ft._

LATITUDE _ May be in degrecs.

minutes, seconds or 10, DRI.LING LOG LONGITUDE in a decimal format Frorr To Formation Description Latitude/longitude source: c]GPS oTopographic map 0.0 1.0 BLACK TOP SOIL (locationof well must be shown on a USGS topo map and 1.0 3.0 YELLOW SANDY CLAY attachedto this form if not using GPS) GRAY SANDY CLAY

.0 1.0

4. FACILITY- is the name of the business where the well is located. 16.0 18.0 GRAY SAND FACILITY ID #(if applicable)

NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT . NC 28419 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 100 HEF CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: ijA NC. F, WcLL STANIDWS, AND THAT A COPY OF THIS RECOIN

• CONSTRUCTION OTE JNR

a. TOTAL DEPTH: 18.0'

_ T7ýa _,_ "V0&~.*.gmý 6/25/08

b. DOES WELL REPLACE EXISTING WELL? YES [] NO LI T'URE OWERTIFIED W2'PL-,,e.1*ON i"RA - __ DATE

c. WATER LEVEL Below Top of Casing: 6.0 FT.

(Use "+"if Above Top of Casing) 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 # 3098

1. WELL CONTRACTOR: d. TOF OF CASING IS 2.5 FT. Above Land Surface*

• Tor of casing terminated at/or below land surface may require JOHNNY BURR a v iriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DPINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr)m_ To From_ To STATESVILLE NC 28625 Fr)m_ To From_ To City or Town State Zip Code Frm) _ To From_ To 704 - 872-7686 Area code- Phone number 6. CASIING: Thickness/

2. WELL INFORMATION: Depth Diameter Weight Material Fron 0.0 To 10.0 Ft. 2 INCH SCii40 PVC SITE WELL ID #(if applicable) ESS-47-C Fron To Ft._

STATE WELL PERMIT#0if applicable)

Fron To Ft.

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public .2 0.0 To 6.0 Ft. Portlandbentonile SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection [) Fron__

Froni_ To Ft.

IrrigationE Other 0 (list use)

Fron i_ To_ Ft.

DATE DRILLED 06/10-06/11/08

8. SCR{EEN: Depth Diameter Slot Size Material TIME COMPLETED _AM C PM [ 2 0 Frori 10,0 To 20.0 Ft. . in, .010 in. PVC

3. WELL LOCATION: in.

Fror I_ To_ Ft. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror _ To Ft. in. in.

HWY 87 (RIVER ROAD) 9. SAN )/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, ;ip Code) Depth Size Material TOPOGRAPHIC I LAND SETTING:

Frort 8,0 To 20.0 Ft. 20-40 Fine Silica Sand CSlope CValley OFlat ORidge 0 Other Fror I To Ft.

(check appropriate box)

Fror i To Ft._

LATITUDE May be in dcgre*ei.

minutes, steconds or

10. DRILLING LOG LONGITUDE in a decimal tomaal From To Formation Description Latitude/longitude source: OGPS CTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topa map and 1.0 4.0 YELLOW SANDY CLAY attached to this form if not using GPS) 4.0_ 16,0 GRAY SANDY CLAY

4. FACILITY- is the name of the business Where the well is located 16.0 20.0 GRAY SAND 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 11. RElYARKS:

City or Town State Zip Code. Bentonitt seal from 6.0 to 8.0 Feet.

Area code. Phone number

5. WELL DETAILS: I DO HERE &Y.CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NC*j E4WO.LCONSTR CTION STANDS AND THATA COPY OF THIS RECOR To THE. R

a. TOTAL DEPTH: 20.0' sli*"UREO'** IFIED WL-La"OýT-RCOE DDAp'TE' r

b. DOES WELL REPLACE EXISTING WELL? YES 0 1NO Iýn

c. WATER LEVEL Below Top of Casing: 10.0 FT.

JOH-N NY BURR (Use "+"if Above Top of Casing)

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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a vn riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE .O (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WiTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frim_ To From To -

STATESVILLE NC 28625 Fr im_ To From To City or Town State Zip Code Frm)m_ To - From - To 704 . 872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2, WELL INFORMATION: Depth Diameter Weioht Material From 0.0 To 8.0 Ft. 2 INCH SC 40 PVC SITE WELL ID #(it applicable)_ ESS48-C Fron To_ Ft.

STATE WELL PERMIT#(if applicable). _ _ __

Fron To - Ft._

DWQ or OTHER PERMIT #(if applicable),

7. GR(OUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public rJ Fron 0.0 To 4,0 Ft. Portland benlonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery D Injection [I Irrigationo Other C (list use) Fron To_ Ft.

Fron , To Ft.

DATE DRILLED 06/10-06/16/08

8. SCIREEN: Depth Diameter Slot Size Material TIME COMPLETED AMC FMCE 2 0 Frori 8.0 To 18.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fror i_ To - Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror i To_ Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAN 3/GRAVEL PACK:

(Street Name, Numbers, Community, SubdiAsion, Lot No.. Parcel. ;:ip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fror 1 6.0 To 18.0 Ft, 20-40 ' Fine Silica Sand 0SIope ElValley OFlat ORidge C Other Fror i To Ft._

(check appropriate box)

Fror -- To _ _Ft._

LATITUDE May be in dtgrces.

minties, secinds or 10. DRILLING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: CGPS oTopographic map 0.0 1.0 BLACK TOP SOIL (locationof well must be shown on a USGS topo map ano 1.0 2.0 YELLOW SANDY CLAY attached to this form if not using GPS) 20 7.0 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is locatec. 7.0 18.0 GRAY SAND 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 11. REP lARKS:

City or Town State Zip Code Bentonit., seal from 4.0 to 6.0 Feet.

Area code - Phone number I DO HER 'e ERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCAi: E ONSTRUCTION STANDAR,& AND THAT A COPY OF THIS RECORD 1O THE WELL ER a: TOTAL DEPTH: 18.0'

'd FW '?IIl'J 0oý26/08

b. DOES WELL REPLACE EXISTING WELL? YES D NO 7i SIGW 6URE OF"IITIFIED WELL't NI 0- DATE

c. WATER LEVEL Below Top of Casing: 10.0 FT JOH*7NY BURR (Use "+" if Above Top of Casing)

PRINTED 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) 73 1-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a vtdrance in accordance with ISA NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DIt INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. Wi TER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr.im_ To_ From_ To STATESVILLE NC 28625 Fr.)m To From To City or Town State Zip Code Fr)m_ To From To 704 - 872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter Weiqht Material To 9.0 Fl. 2 INCH SCFT40 PVC Fron 0.0 SITE WELL ID #(it applicable) ESS-49-C Fron To Ft.

STATE WELL PERMIT#(if applicable)____

Fron To_ Ft.

DWQ or OTHER PERMIT #(if applicable)_ _ _

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring Kl Municipal/Public r)

Frort 0.0 To 5.0 Ft. Portland bentonite SLURRY Industrial/Commercial Q Agricultural E Recovery C Injection []

Fror t_ To_ Ft.

Irrigation[] Other 0 (list use)

Fror t_ To_ Ft.

DATE DRILLED 06/10-06/11/08

8. SC tEEN: Depth Diameter Slot Size Material TIME COMPLETED AM C PM U) 2 0 Frori 9.0 To_19.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fror i_ To_ Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror __ To _ Ft. in. t In, HWY 87 (RIVER ROAD)

9. SAN DIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Fip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fromn 7.0 To 19,0 Ft. 20-40 Fine Silica Sand 0(Slope oValley DFlat r-Ridge 0 Other Frot n To_ Ft.

(check appropriate box)

Fromn To_ Ft._

LATITUDE May be in d,:grecs, minutes. seconds or

10. DRI .LING LOG LONGITUDE in a decimal formal Frorr To Formation Description Latitude/longitude source: oGPS oTopographic map 0.0 1.0 BLACK TOP SOIL (locationof well must be shown on a USGS topo map anc' 1.0 5.0 YELLOW SANDY CLAY attached to this form if not using GPS) 5,0 12Q. GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is located. 12.0 19.0 GRAY SAND 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 11. RE) AARKS:

City or Town State Zip Code Bentonie seal from 5.0 to 7.0 Feet.

Area code - Phone number IDO HEF f^Y CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 5, WELL DETAILS: 5A NC4I* L CONSTFCTION STANDAWSp AND THAT A COPY OF THIS RECOII j ED TO THEW WNER.

a. TOTAL DEPTH: 19.0' J ' =* .F ' 1v'_,& _.J 6/26Jo8

b. DOES WELL REPLACE EXISTING WELL? YES [ NO pj S* rURE O]'OERTIFIED WE-ON7AM'M-- DATE

c. WATER LEVEL Below Top of Casing: 11,0 FT. JOHN1NY BURR (Use "+" if Above Top of Casing)

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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated atlor below land surface may require a v riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE.D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI! INFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD

9. WiTER ZONES (depth):

STREET ADDRESS Fr m_ To_ From_ To STATESVILLE NC 28625 Fr m_ To_ From_ To City or Town State Zip Code From - To_ From_ To

• 704 872-7686 Area code- Phone number 6. CASIt IG: Thickness/

2. WELL INFORMATION: Depth Diameter Weipht Material Frorr 0.0 To 12,0 Ft. 2 INCH SC -40 PVC SITE WELL ID #(it applicable)_ESS-50-C STATE WELL PERMIT#(if applicable)_

Frorr To Ft.

Frorr To Ft.

DWQ or OTHER PERMIT #(if applicable)_

WELL USE (Check Applicable Box) Monitoring R Municipal/Putlic !r

7. GR(OUT: Depth Material Method Fron 0.0 To 8.0 Ft. Portland bentonile SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection C1 Fron To_ Ft.

Irrigationo Other D (list use)

Fron To_ Ft.

DATE DRILLED 06/11-06/11/08

8. SCRtEEN: Depth Diameter Slot Size Material TIME COMPLETED AMID PMO 2 0 From 12.0 To 22.0 Ft. . in. 010 in. PVC

3. WELL LOCATION:

F ror_ _ To_ Ft. in. in.

CITY: SOUTHPORT COUNTY BRLINSWIC.K Fror i To_ Ft. in. in.

HWY 87 (RIVER ROAD) 9. SAN )/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, ;;p Code) Size Material Depth TOPOGRAPHIC I LAND SETTING:

Frori 10,0 To 22.0 Ft. 20-40 Fine Silica Sand ESlope DValley oFlat ERidge 0 Other Fror i To Ft._

(check appropriate box)

Fror i - To_ Ft, -

LATITUDE _ May be in dcgreei, minutes. seoinds or

10. DRILLING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: oGPS o Topographic map 0.0 1.0 BLACK TOP SOIL (locationof well must be shown on a USGS topo map and 1.0 6.0 YELLOW SANDY CLAY attachedto this form if not using GPS) 6.0 20,0 GRAY SANDY CLAY

4. FACILITY. is the name of the business where the well is locatec, 20.0 22.0 GRAY SAND 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 11. REMIARKS:

City or Town State Zip Code Bentoni a.seal from 8.0 to 10.0 Feet.

Area code - Phone number 100 HER E-BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH S. WELL DETAILS: 15A NCA: CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECORD PRI T THE WEL ER.

a. TOTAL DEPTH: 22.0' 06/26/08

b. DOES WELL REPLACE EXISTING WELL? YES El NO V! ,SI* rErTrFE WEDAýTE

c. WATER LEVEL Below Top of Casing: 10.0 FT. JOH 4NY BURR (Use "+" if Above Top of Casing)

PRINT ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Attn: Information Mgt., Form GW-1b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7016 ext 568.

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: d. TOP OF CASING IS 2.5 FT. Above Land Surface-

• Top of casing terminated at/or below land surface may require BRIAN THOMAS a v; riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION. INC.

I. DI! -INFECTION: Type N/A Amount N/A Well ContractorCompany Name

g. W),TER ZONES (depth):

STREET ADDRESS ._176 COMMERCE BLVD Frim_ To From To_

STATESVILLE NC 28625 Fr, rn To__ From _ To City or Town State Zip Code Fr)m_ To From_ To (704_ -872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter Wejoht Material Frorr 0.0 To 35.0 Ft; 2 INCH SCR540 PVC SITE WELL ID #(if applicable) ESS-51-B Fron 0.0 To 24.0 Ft. 6 INCH SCH 40 PVC STATE WELL PERMIT#0(f applicable)_

Fron - To - Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GRIOUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring El Municipal/Public r-From 0.0 To 19.0 Ft. Portland bentonite SLURRY Industrial/Commercial E3 Agricultural 0 Recovery 0 Injection [I Front0.0 TO'T Ft. Portland bentonite SLURRY Irrigationo Other 0 (list use)

Fron i To Ft.

DATE DRILLED 06/09-06113108 8, SC iEEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM Ci 2 0 Frori 35.0 To 45.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fror I _ To_ Ft. in, in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror i To Ft. in, in.

HWY 87 (RIVER ROAD)

9. SAND/GRAVEL PACK:

(Street Name, Numbers. Community, Subdivision, Lot No., Parcel. ;tip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Frotl 33.0 To 45.0 Ft. 20-40 Fine Silica Sand OSlope OValley OFlat ORidge 0 Other Froiri To_ Ft._

(check appropriate box)

Froti To_ Ft._

LATITUDE May be in dttgrees.

minutes, sec)nds or 10. DRII.LING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: rOGPS oTopographic map 0,0 4.0 TAN SAND (location of we/I must be shown on a USGS topo map ana 4.0 18.0 BROWN SANDY CLAY attached to this form ifnot using GPS) 18.0 29.0 GRAY SANDY CLAY

4. FACILITY. is the name ot the business where the well is located 29.0 45.0 GRAY SAND/SHELLS 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 11. REIfARKS:

City or Town State Zip Code Bentonile seal from 19.0 to 33.0 Feet.

Area code - Phone number I DO HEFEBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

6. WELL DETAILS: 1M ELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS IIfEEN PROVIDED TO.IG ELL OWNER.

a. TOTAL DEPTH: 45.0'

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO Zl SIGNA IURE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 7.0 FT.

BRIAN THOMAS (Use "+"if Above Top of Casing)

PRINT .WDNAME 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

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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a vrdance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIEt.D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI! INFECTION: Type N/A Amount N/A Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD g. WiTER ZONES (depth):

m Frim To_ From_ To STATESVILLE NC 28625 Frim To From To City or Town State Zip Code Frm__m To_ From_ To 704( )-872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter WeiohI Material Frorr 0.0 To_12.0 Ft. 2 INCH SO 40 PVC SITE WELL ID #(if applicable) ESS-51-C Frorr -- To_ Ft._

STATE WELL PERMIT#(,f applicable).

Frorr To_ Ft._

ýDWQ or OTHER PERMIT #(if applicable).

7. GROIUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring K Municipal/Public :3 From 0.0 *To 8.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection C3 Irrigationo Other E3(list use) Fron t_ To_ Ft.

Froni- To_ Ft.

DATE DRILLED 06/18/08

8. SCR1EEN: Depth Diameter Slot Size Material TIME COMPLETED AM ] PM El 0 Frorn 12.0 To 22,0 Ft2. in. .010 in. PVC

3. WELL LOCATION:

Fror i_ To_ Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Ft, in. in.

Fror _ _ To HWY 87 (RIVER ROAD)

9. SAN]/GRAVEL PACK:

(Street Name, Numbers. Community, Subdivision. Lot No.. Parcel, ;ip Code)

Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fror 1 10.0 To 22.0 Ft. 20-40 Fine Silica Sand

-Slope OValley r3FIat ]Ridge [I Other Fror 1 To_ Ft._

(check appropriate box)

Froi 1 - To_ Ft._

LATITUDE _ May be in degrees, minutes, seco)nds or

10. DRII.LING LOG LONGITUDE in a decimal oIniat From To Formation Description Latitude/longitude source: OGPS oTopographic map 0.0 2.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map anc 2.0 14.0 BROWN SAND attached to this form if not using GPS) 14.0 21 0 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is located 21.0 22.0 GRAY SAND 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 11. REI lARKS:

City or Town State Zip Code Bentonila seat from 8.0 to 10.0 Feet.

Area code - Phone number

5. WELL DETAILS: 100 HEF EJWCERTIFY THAT THIS WELL WAS CjNSTRUCTED INACCORDANCE WITH 15A NCA 5/W3L CONSTRJfaTON STANDpS, AND THATA COPY OF THIS RECOR* R TOTHE W HIKVNER.

a. TOTAL DEPTH: 22,0' F" CWf . 444i.0426/08

b. DOES WELL REPLACE EXISTING WELL? YES El NO mj SI rURE O RTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 4.0 FT. JOHNNY BURR (Use "+"if Above Top of Casing)

PRINT =D 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) 723-7015 ext 568. Rev. 7/05

- oN RESIDENTIAL WELL CC NSTRU CTION RECORD North Carolina Department of Environment and Natural Res(urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2!181

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface'

• Top of casing terminated at/or below land surface may require BRIAN THOMAS a v. riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIED.(gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI';INFECTION: Type N/A Amount N/A Well Contractor Company Name

. WJkTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr)rn _ To_ From_ To STATESVILLE NC 28625 Fr )m To From To City or Town State Zip Code Fr mn__ To_ From_ To (704 .-872-7686 Area code- Phone number 6. CASIIAG: Thickness/

2. WELL INFORMATION: Depth Diameter Weight Material Ft. 2 INCH SC-r40 PVC Fron 0.0 1 To 41.0 SITE WELL ID #(if applicable) ESS-52-B From 0.0 To 30,0 Ft. 6 INCH SCH 40 PVC STATE WELL PERMIT#0f applicable)

F ro__I _ To_ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring El Municipal/Public f]

Fror 1 0.0 To 25.0 Ft. Portland benlonile SLURRY Industrial/Commercial 03 Agricultural 0 Recovery - Injection [I Fror 1 0.0 To 30.0 Ft. Portland bentonile SLURRY Irrigationo Other C] (list use)

Frori _ To_ Ft.

DATE DRILLED 06/09-06/13/08

8. SC*EEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM 0 2 0 Frot, 41.0 To_51.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Frot -i To Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fro n_ To_ Ft. in. 'in.

HWY 87 (RIV*t ROAD) 9. SAh DIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, KioCode) Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 39.0 To 51.0 Ft. 20-40 Fine Silica Sand 0 Slope OValley C Flat C-Ridge [: Other Fro n To_ Ft._

(check appropriate box)

Fro n To_ Ft._

LATITUDE May be in d.-grees.

minutes, seconds Or 10. DRI LING LOG LONGITUDE in a decimal format Frorr To Formation Description Latitude/longitude source: OGPS 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 attachedto this form if not using GPS) 18.0 34.0 GRAY SANDY CLAY

4. FACILITY. Isthe name of the business where tihewell is located 34.0 49.0 GRAY SAND/SHELLS FACILITY ID #(if applicable) 49.0 51,0 LIMESTONE 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 11. RE IIARKS:

City or Town State Zip Code Bentoni e seal from 25.0 to 39.0 Feet, Area code - Phone number I DO HE :EBYCERTIFY THAT THIS VWELL WAS CONSTRUCTED INACCORDANCE WITH

5. WELL DETAILS: 1 . WELL CONSTRUCTION STANDARDS. AND THATA COPY OF THIS WIR'BEEN PROVIDED T WELL OWNER.

a. TOTAL DEPTH: 51.0-qi;a ._ýM M -- _ i_,=_= 06/26/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO E SIGNA TRE 'RTFI L RTRAL,, 1,., I " DATE

c. WATER LEVEL Below Top of Casing: 7.0 FT.

BRIAN THOMAS (Use "+" if Above Top of Casing)

PRINTED 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) 7:,3-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface-

• Top of casing terminated at/or below land surface may require BRIAN THOMAS a v; riance in accordance with 15A NCAC 2C .011B.

Well Contractor (Individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DIhINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. W)TER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frm,m To From To STATESVILLE NC 28625 From - To _ From_ To City or Town State Zip Code Fr n To_ _ From_ To 704* 872-7686 Area code- Phone number 16. CASII IG: Thickness/

2. WELL INFORMATION: Depth Diameter Weioht Material Fron 0.0 To 66.0 Ft. 2 INCH SC r40 PVC SITE WELL ID #(if applicable) ESS-53-B Fron 0,0 To 30.0 Ft. 6 INCH SCH 40 PVC STATE WELL PERMIT#Uif applicable)

Fron To_ Ft._

DWQ or OTHER PERMIT #(if applicable).

7. GRI)UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring EJ Municipal/Public rI Froni 0.0 To 28.0 Ft. Portland benlonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 In)ection C3 Frori 0.0 To 30.0 Ft. Portland bentonile SLURRY Irrigationo Other D (list use)

Fror I_ _ To - Ft.

DATE DRILLED 06/09-06/13/08

8. SC ,EEN: Depth Diameter Slot Size Material TIME COMPLETED AM D PM E 0 Frorl 66.0 To 76.0 Ft2. in. .010 in. PVC

3. WELL LOCATION:

Fror i_ To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Frore _ To_ Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, tip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Froirn 64.0 To 76.0 Ft. 20-40 Fine Silica Sand OSlope OValley bFlat DRidge 0 Other Fromn_ To_ Ft._

(check appropriate box)

From _Toq - Ft._

LATITUDE Ma- be in dgrces, minutes, secands or

10. DRI .LING LOG LONGITUDE in a decimal fomeat Frorr To Formation Description Latitude/longitude source: cOPS [3Topographic map 0.0 4.0 TAN SAND (location of well must be shown on a USGS topo map anct 4.0 18.0 BROWN SANDY CLAY attachedto this form if not using GPS) 1.0 ,.22.0 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is Iocaled. 22.0 36-0 GRAY SANDY CLAY/SHELLS FACILITY ID #(if applicable) 36.0 51.0 GRAY SANDISHELLS NAME OF FACILITY PROGRESS ENERGY ,1.0 64.0 LIMESTONE 640 760 GRAY SANDY CLAY W/SHELLS 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. RE!AARKS:

City or Town State Zip Code Bentoni e seal from 28.0 to 64.0 Feet.

Area code - Phone number I DO HEI EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 1 , WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS

,'.EEEN PROVIDED TO ý,ELL OWNER,

a. TOTAL DEPTH: 76.0'

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO E SIGNa TURE OF ER IED 'ELLMtP't9"R-C DATE

c. WATER LEVEL Below Top of Casing: 7.0 FT.

BRIAN THOMAS (Use "+"if Above Top of Casing)

PRINTED 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) 7. 3-7015 ext 568. 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: d. TOP OF CASING IS 2,5 FT. Above Land Surface*

• Top of casing terminated al/or below land surface may require JOHNNY BURR a va lance in accordance with 15A NCAC 2C .011 B.

Well Contractor (Individual) Name

e. YIEI.D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frcm To From To STATESVILLE NC 28625 Frc m_ To_ _ From_ To City or Town State Zip Code Fr(m_ To_ From_ To (704 .-872-7686 Area code- Phone number 6. CASII G: Thickness/

2. WELL INFORMATION: Depth Diameter Weioht Material From 0.0 To 14.0 Ft. 2 INCH SCI-40 PVC SITE WELL ID #(if applicable) ESS-54-C From To_ _ Ft, ._

STATE WELL PERMIT#(if applicable)._

Frorr Tro_ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GRCUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring El Municipal/Public {.3 Frorr 0.0 To 10.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural [ Recovery EUInjection [I IrrigationD Other Ei (list use) Fron _ To_ Ft.

Fron < To_ Ft.

DATE DRILLED 06/12/08

8. SCItEEN: Depth Diameter Slot Size Material TIME COMPLETED_ AM O PM O 2 0 Fron 14.0 To 24.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fron _ To_ Ft. in. in, CITY: SOUTHPORT COUNTY BRUNSWICK Fron _______ To _ Ft. in. in.

HWY 87 (RIVER ROAD) 9. SAN:)/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, :ip.Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fror, 12.0 To 24.0 Ft. 20-40 Fine Silica Sand U]Slope oValley U:Flat URidge U Other Fror i To_ Ft.__

(check appropriate box)

Fror i To_ Ft.

LATITUDE _ May be in degrees.

mninutes, secunds or

10. DRILLING LOG LONGITUDE -__ in a decimal fon-rat From To Formation Description Latitude/longitude source: oGPS oTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map and 1.0 3.0 YELLOW SANDY CLAY attached to this form if not using GPS) 30 15.0 GRAY SANDY CLAY 4, FACILITY- is the name of the business where the well is ocated, 15.0 24.0 GRAY SAND FACILITY ID #(if applicable)

NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC 28419 City or Town State Zip Caore CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BoX10429 SOUTHPORT NC 28419 11. REFIARKS:

City orTown State Zip Code Bentonit. seal from 10.0 to 12.0 Feet.

Area code - Phone number IDO HER :BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: I1A NCA,2CkLL CONSTRUCTION STANDARDS. AND THATA COPY OF THIS RECORD OID HWELLO0 R.

a. TOTAL DEPTH: 24.0'

• iiiiM slops .* 06/26/08

b. DOES WELL REPLACE EXISTING WELL? YES U NO g] oI&tD WEUD DATE

c. WATER LEVEL Below Top of Casing: 15.0 FT, JOH: RNY BURR (Use "+"if Above Top of Casing)

PRINTI-D 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

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: d. T3P OF CASING IS 2.5 FT, Above Land Surface*

-op of casing terminated at/or below land surface may require JOHNNY BURR i variance in accordance with 15A NCAC 2C .0118.

Well Contractor (IndMdual) Name

e. IIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From_ _ To From_ To STATESVILLE NC 28625 From ~ To _ From____ To City or Town State Zip Code From_ To - From To 74 1872-7686 Area code- Phone number 6. CPSING: Thickness/

2. WELL INFORMATION: Depth Di'm er W*ig4h Mteial F o 0.0 To 28.0 Ft. 2 NC PVC SITE WELL ID #(if applicable) ESS-55-C F om_ To Ft._

STATE WELL PERMlT#(it applicable),

F om_ To_ Ft._

DWQ or OTHER PERMIT #(it applicable)__------

7. CROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring El Municipa /Public []

Fom 0.0 To 24.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 1]) Inject oil LJ F omr To_ Ft._

IrrigationOJ Other r (list use)

F iore To_ Ft.

DATE DRILLED 06(13/08

8. !;CREEN: Depth Diameter Slot Size Material TIME COMPLETED AM [: PM [3 2 0 Fom 28.0 To 38.0 Ft. in..010 in. PVC

3. WELL LOCATION: F"om To _Ft. in. in.

,CITY: SOUTHPORT COUNTY BRUNSWIC K Fo"om To Ft. in. in.

HWY 67 (RIVER ROAD) 28419 9. S. %ND/GRAVIEL PACK:

(Street Name. Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) Depth Size Material TOPOGRAPHIC I LAND SETTING: From 28.0 To 38.0 Fl, 20-40 Fine Silica Sand DSIope CIValley E]Flat CRIdge 2 Other From To Ft._

(check appropriate box)

From To Ft,_

LATITUDE 3 May bc in degrecs, minutcs, SCCOrids or 10. DRILLING LOG LONGITUDE [ in i dec nlal fbrmal Frc m To Formation Description Latitude/longitude source; OOPS oTopograplii map 0.0 8.0 BROWNFINEMEDIUMGRAIN SANDTRACEOF CLAY(ILLI (location of well must be shown on a USGS topo map and 8.0 10.0 GRAY FINE SAND AND SILT (FILL) attached to this form if not using GPS) GRAY BROWN MEDIUM GRAIN SAND WITH

4. FACILITY- is Ihe name or Ihe business where the well is oloaLed. CRUSHED ROCK @ 13'- 15 (BASE OF DIKE) 16.0 22.0 GRAYFINEGRAINSAND. TRACE OF SILT. MOIST FACILITY 1O#(if applicable) 22.0 25.0 BROWN SILTY FINE GRAIN SAND. GRADING TO NAME OF FACILITY PROGRESS ENERGY GRAY FINE SAND (a) 24.5- - 25', WET STREET ADDRESS HWY 87 (RIVER ROAD) 25.0 31.0 GRAY FINE GRAIN SAND, TRACE OF SILT, SOUTHPORT NC 28419 WET BECOMING SATURATED (a) 30 FEET City or Town State Zip Code 31.0 38.0 GRAY MEDIUM GRAIN SAND, SATURATED CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 2841l 11. REMARKS:

City or Town State Zip Code Bentc nile seal fro m 24.0 to 26.0 Feet.

Arac Area code - ) Phone -number _

100 H EREBYCERTIFY THATTHISWELL WAS CONSTRUCTED INACCORDANCE WITH

5. WELL DETAILS: 15A I hC2C, WELL CONSTRUCTION ST6NDARDS, AND THATA COPY OF THIS a, TOTAL DEPTH: 38.0 FEET E IR. . 01/02109

b. DOES WELL REPLACE EXISTING WELL? YES C NO F)

GAUU ETFIDKM AIU DATE

c. WATER LEVEL Below Top of Casing: FT JOHINNY BURR (Use "+" if Above Top of Casing)

PR[I TED 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) , 33-7015 ext 568. 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: d. TOP OF CASING IS 2.5 1 FT. Above Land Surface-JOHNNY BURR

• Top of casing terminated at/or below land surface may require a vi riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI! INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. W/TER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fro'm - To From To_

STATESVILLE NC 28625 From To From To City or Town State Zip Code Fr,im_ To_ _ From To (704 - -872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter WeiVht Material Frorr 0.0 To 22.0 Ft. 2 INCH SC' 40 PVC SITE WELL ID #(if applicable) ESS-56-C Frorn To Ft._ -

STATE WELL PERMIT#(if applicable)_______

Fror To Ft.

DWQ or OTHER PERMIT #(if applicable)_-

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring EI Municipal/Public -

Fron 0.0 To 18.0 Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery ED Injection C)

Fron ,.. _To_ Ft.

Irrigationrj Other [J (list use)

Fron ý_ To_ Ft, DATE DRILLED 06113-06117/08

8. SCIREEN: Depth Diameter Slot Size Material TIME COMPLETED AMO PM El Frorn 22.0 To 32.0 Ft2. 0 in. .010 in. PVC

3. WELL LOCATION:

Fror I__ To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror t To_ Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAN )/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Frori 20.0 To 32.0 Ft, 20-40 Fine Silica Sand CDSlope []Valley [:]Flat CRidge 0 Other Fror To__7 To_ Ft._

(check appropriate box)

Frot, To_ Ft._

LATITUDE _ _ _ May be in dcgrees, minutes, seconds or 10. DRII.LING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: OGPS oTopographic map 0.0 1.0 BLAC3K TOP SOIL (location of well must be shown on a USGS topo map ano 1.0 3,0 YELLt OW SANDY CLAY attached to this form if not using GPS) 3.0 20,0 GRA Y SANDY CLAY

4. FACILITY- is the name of the business where the well is located 20.0 25.0 SHE LLY CLAY FACILITY ID #(if applicable) 25.0 30.0 GRAY SANDY CLAY 30.0 32.0 TAN SANDY 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. REI IIARKS:

City or Town State Zip Code Bentonil a seal from 18.0 to 20.0 Feet.

Area code. Phone number DO HEFEBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCA AWELI CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECORC E N TH TRVD WELL NECR.

a. TOTAL DEPTH: 32.0'

.06/26/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO F, S14 WRE 0OW4RTIFIED WE DW!W1 N -DATE

c. WATER LEVEL Below Top of Casing: 20.0 FT. JOH.qNY BURR (Use "+" if Above Top of Casing)

PRINT =D 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 CONSTRUCTION RECORD North Carolina Department of Environment and Natural Rescrces- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3(98

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface'

• Top of casing terminated at/or below land surface may require JOHNNY BURR a vi riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIEI.D(gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI! INFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. Wi.TER ZONES (depth);

STREET ADDRESS Frim _ To - From_ _ To STATESVILLE NC 28625 Fnrom To_ From - To City or Town State Zip Code Frim_ To_ From - To (704 -872-7686 Area code- Phone number 6. CASINIG: Thickness/

2. WELL INFORMATION: Depth Diameter We~iht Material

-Frorr 0.0 To 30.0 Ft. 2 INCH SCO 40 PVC SITE WELL ID #(if applicable) ESS-57-C Frorr To_ Ft._ -

STATE WELL PERMIT#(if applicable)_______

Froir To_ Ft.- -

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring E Municipal/Public 7.

Frort 0.0 To 26.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection El Fron _ To_ Ft.

IrrigationD Other 0 (list use)

Fron To Ft.

DATE DRILLED 06/12-06/16108

8. SCICEEN: Depth Diameter Slot Size Material TIME COMPLETED AMCJ PM[ . 0 Fron, 30,0 To 40.0 Ft.2. in. .010 in. PVC

3. WELL LOCATION: Fromrt __ To - Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fron _ _ To_ Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAN )/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Frorl 28.0 To 40.0 Ft. 20-40 Fine Silica Sand CSlope C]Valley C Flat 0 Ridge 0 Other Fror I To Ft._

(check appropriate box)

Fror i Too Ft.

LATITUDE _ May be in dcgTeeS.

minutes, secnds or

10. DRILLING LOG LONGITUDE in a decimaI formal From To Formation Description Latitude/longitude source: oGPS oTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map and 1.0 7,0 YELLOW SANDY CLAY attached to this form if not using GPS) 7.0 25.0 GRAY SANDY CLAY

4. FACILITY. is the name of the business where the well is located. 25.0 34.0 GRAYSAND FACILITY ID #(if applicable)_ 34.0 40.0 YELLOW SAND NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC 28419 City or Town State Zip Coce CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 11. REPIMARKS:

City or Town State Zip Code Bentonit., seal from 26.0 to 28.0 Feet.

Area code - Phone number I DO HER :8Y CERTIFY THAT THIS WELL WAS CONSTRUCTED INACCORDANCE WITH

5. WELL DETAILS: 15A NCA :W-L CONSTRUCTION STANDAWS. AND THAT A COPY OF THIS REC

• TOTHE WEL NER.

a. TOTAL DEPTH: 40.0' *REC PRrV- 06/26/08 "

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO K SIWF"URE OWRTIFIED W DATE

c. WATER LEVEL Below Top of Casing: 28.0 FT JOH lNY BURR (Use "+"if Above Top of Casing)

PRINTI'D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days Aftn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 73 3-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a V.riance in accordance with 15A NCAC 2C 0118.

Well Contractor (Individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DIRINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCEBLVD Fr-,m - Toa From To_

STATESVILLE NC 28625 From To From To City or Town State Zip Code Fr m_ To _ From_ To 70 -872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter Weight Material Fron 0.0 To 8.0 Ft. 2 INCH sc h40 PVC SITE WELL ID #(if applicable) ESS-58-C Fron - To Ft._

STATE WELL PERMIT#(if applicable).

Fron _ To Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GRO)UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring K Municipal/Public Fron1 0.0 To 4.0 Ft. Portland benlonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 12 Injection C]

Fron i, To_ Ft.

Irrigationo Other 12(list use)

• Fror I_ To_ Ft.

DATE DRILLED 06/16-06/18/08

8. SC 1EEN: Depth Diameter Slot Size Material TIME COMPLETED AM 02 PM [ , 0 Frort 8.0 To_18.0 Ft.2, in. .010 in. PVC

3. WELL LOCATION:

Fror I- To_ Ft. in. _ in:

CITY: SOUTHPORT COUNTY BRUNSWICK a__

Fror To_ _ Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Frofn 6.0 To 18.0 Ft. 20-40 Fine Silica Sand E]Slope EiValley I2FIat E]Ridge 0 Other Froi i To_ Ft._

(check appropriate box)

Froi To_ Ft._

LATITUDE __ May be in degrees, minutes, secosnds or 10. DRI.LING LOG LONGITUDE in a decimal format Frorr To Formation Description Latitude/longitude source: oGPS EiTopographic map 0.0 2.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map anc 2.0 7.0 BROWN SANDY CLAY attachedto this form if not using GPS) 7.0 18.0 GRAY SANDY CLAY

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 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX10429 SOUTHPORT NC 28419 11. REI/lARKS:

City or Town State Zip Code Bentonie seal from 4.0 to 6.0 Feet.

Area code - Phone number I DO HEF ERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCJ W-L CONSTA JCTION STANDOAWS, AND THAT A COPY OF THIS REco TO THE A NER.

a. TOTAL DEPTH: 18.0'

b. DOES WELL REPLACE EXISTING WELL? YES C NO .kj W~~ 9 .f ~6/26/8 SUWA TURE OCIVERTIFIED WEON!FRA*"T*T DATE

c. WATER LEVEL Below Top of Casing: 4.0 FT_ JOHNNY BURR (Use +" if Above Top of Casing)

PRINTED 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) 7" 3-7015 ext 568. Rev, 7/05

Sr5F~

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: d. TOP DF CASING IS 2.5 FT. Above Land Surface*

'Top af casing terminated at/or below land surface may require JOHNNY BURR a va-iance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE.D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WPATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frcm _ To_ From_ To STATESVILLE NC 28625 Frc m - To_ From_ To City or Town State Zip Code Fro m_ To _ From_ To 0L4J- 872-7686

6. CASIý G: Thickness/

Area code- Phone number Depth Diameter Weiht Material

2. WELL INFORMATION: SC 4o PVC From 0.0 To 8.0 Ft, 2 INCH SITE WELL ID #(it applicable) ESS-59-C From To_ Ft.__

STATE WELL PERMIT#(if applicable).

Frorr _ To_ Ft._

DWQ or OTHER PERMIT #(if applicable). __

7. GR(,UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 91 Municipal/Pu'lic IT:

F 0ror.

00 To 4.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection DL FrorT To_ Ft.

Irrigationo Other 0 (list use)

Fron To_ Ft.

DATE DRILLED 06/18/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM £3 0 Fron, 8.0 To_18.0 Ft2. in. .010 in. PVC

3. WELL LOCATION: Fronm - To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fron__ To Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAN )IGRAVEL PACK:

(Street Name, Numbers, Community. Subdivision, Lot No.. Parcel. Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: Frors 6.0 To 18.0 Ft. 20-40 Fine Silica Sand 0Slope oValley CDFlat DRidge 0 Other To Ft.

Fror i (check appropriate box)

Fror i To_ Ft._

LATITUDE _ May be in dcgree..

minutes. seconds or 10. DRILLING LOG LONGITUDE in a decimal fomTat From To Formation Description Latitude/longitude source: ciGPS oTopographic map 0,0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map and 2.0 8.0 BROWN SANDY CLAY attached to this form if not using GPS) 80 8 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is locatea.

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 11. REI IARKS:

City or Town State Zip Code Bentonile seal from 4.0 to 6.0 Feet.

Area code. Phone number IDO HES EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCA *WFjL CONSTRUCTION STANDA&)S, AND THAT A COPY OF THIS RECOR 8 PROVIO TO THE WEyg NER.

a. TOTAL DEPTH: 18.0'

._._* *",;m1 *r~t ,*AV 06/26108

b. DOES WELL REPLACE EXISTING WELL? YES C NO F3 S URE O[RTIFIED W

• WAEA DATE

c. WATER LEVEL Below Top of Casing: 5.0 FT. JOH'INY BURR (Use "+"if Above Top of Casing)

PRINT ED 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) 7. 3-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated attor below land surface may require a vi riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. Dif INFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. WITER ZONES (depth):

STREET ADDRESS Fnrom To_ From - To STATESVILLE NC 28625 Fro im_ To_ From_ To City or Town State Zip Code From - To_ From _ To_ _

(704. -872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter Weiqht Material Fron 0.0 To 9.0 Ft. 2 INCH SCFT40 PVC SITE WELL ID#(if applicable) ESS-60-C Frorn _ To Ft._

STATE WELL PERMIT#(iI applicable)_

Fron _ To__ Ft_

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring E Municipal/Public [3 From 0.0 To 5.0 Ft. Portland benlonite SLURRY Industrial/Commercial [3 Agricultural 0 Recovery Q Injection [I Froni_ To_ Ft.

IrrigationEl Other 0 (list use)

Fron __ _ To - Ft.

DATE DRILLED 06/18/08

8. SC)REEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM -2 2 0 Frort 9.0 To_19.0 Ft. . in. .010 in. PVC

3. WELL LOCATION: Frort _ To_ Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror t To _ Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Fip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Froi I 7.0 To 19.0 Ft. 20-40 Fine Silica Sand

-'SIope r Valley C Flat I-Ridge c3 Other Froai To Ft._

(check appropriate box)

Froi n_ T o_ Ft._

LATITUDE May be in d:grees, minutes, sec,*nds or

10. DRI .LING LOG LONGITUDE in a decimal foremat Frorr To Formation Description Latitude/longitude source: OGPS ciTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map anc' 1.0 6.0 BROWN SANDY CLAY attachedto this form if not using GPS) 60 19f0 GRAY SANDY CLAY

4. FACILITY- isthe name ofthe 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 11. REMIARKS:

City or Town State Zip Code Bentoni e seal from 5.0 to 7.0 Feet.

Area code - Phone number IDO HEFEBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCA i W5L CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOR0 N PROVID TO THE WE NCR.

a. TOTAL DEPTH: 19.0' .. __**N~ler* ,t_ 06/26/08

b. DOES WELL REPLACE EXISTING WELL? YES L- NO K rURE q RTIFIED W T DATE

c. WATER LEVEL Below Top of Casing: 4.0 FT. JOI-NNY BURR (Use "+"if Above Top of Casing)

PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day5. Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 568. 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:

d. TOP OF CASING IS 2.5 FT. Above Land Surface' JOHNNY BURR *Top of casing terminated at/or below land surface may require a v; riance in.accordance with 15A NCAC 2C .0118.

Well Contractor (individual) Name

e. YIE .D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI!,INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WlTER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fn_,rn To_ From To STATESVILLE NC 28625 Fr im_ To From To City or Town State Zip Code Fro m_ To_ From_ To 74 -872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diameter Weight Material Frorr 0,0 To 18.0 Ft. 2 INCH sc 40 PVC SITE WELL ID #(if applicable) ESS-61-C Frorr _ To Ft._

STATE WELL PERMIT#(if applicable)

Frorr To___ Ft.

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring R1 Municipal/Public -1 Fron 0.0 To 14.0 Ft. Portland benlonile SLURRY Industrial/Commercial 0) Agricultural LI Recovery 0 Injection E]

Irrigationo Other El (list use) Fron. 'To Ft.

Fron ._ To_ Ft.

DATE DRILLED 06/19/08

8. SCItEEN: Depth Diameter Slot Size Material TIME COMPLETED _AM O PM 3 2 0 From 18.0 To 28.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fror i_ To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror _ To_ Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAN )/GRAVEL PACK:

(Street Name, Numbers, Community,'Subdivision, Lot No.. Parcel, Hip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fror 1 16.0 To 28.0 Ft. 20-40 Fine Silica Sand OSlope oValley JFIat ORidge C3 Other Frore To Ft._

(check appropriate box)

Fret i To_ Ft._

LATITUDE _ _ May be in dcgrees, minltes. seconds or 10. DRII.LING LOG LONGITUDE in a decimal forrmat From To Formation Description Latitude/longitude source: QGPS oTopographic map 0.0 2.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map ana 2.0 12.0 BROWN SANDY CLAY attached to this form if not using GPS) 12.0 20..0 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the well is located. 20.0 27.0 GRAY SAND FACILITY ID #(if applicable) 27.0 28.0 GRAY CLAY 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 . NC 28419 II. RE14ARKS:

City or Town State Zip Code Bentonile seal from 14.0 to 16.0 Feet.

(_-)-__

Area code - Phone number I DO HEF EW CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCA§ , WI&L CONSTRUCTION STANOIAS AND THAT A COPY OF THIS RECOR - T THE TO REV

,NE2

a. 'TOTAL DEPTH: 28.0'

b. DOES WELL REPLACE EXISTING WELL? YES r NO &) DATE Sl* URE O .WRTIFIEDW-L'F'b-WA7TTI

c. WATER LEVEL Below Top of Casing; 14.0 FT. JOHNPNY BURR (Use "+"if Above Top of Casing)

PRINT_:D NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 72 3-7015 ext 568. 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: FT. Above Land Surface*

d. TO 3 OF CASING IS 0.0 JOHNNY BURR *To) of casing terminated at/or below land surface may require a ,'ariance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YII-LD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. A ATER ZONES (depth):

STREET ADDRESS F aom_ To_ From_ To STATESVILLE NC 28625 F om To_ From_ To City or Town State Zip Code F om ___ To_ _ From - To 704 L.- 872-7666 Area code- Phone number 6. CAS NG: Thickness/

2. WELL INFORMATION: Depth Diameter Weiahl Material Fro n 0.0 To 10.0 Ft. 2 INCH S to40 PVC SITE WELL ID #(it applicable) ESS-62-C Fro n_ To____ Ft.___

STATE WELL PERMIT#(if applicable).

Fro n To - Ft._

DWQ or OTHER PERMIT #(if applicable)_

WELL USE (Check Applicable Box) Monitoring E] Municipal/Public. C 7. GF OuT: Depti Material Method IndustrialfCommerciat El Agricultural C Recovery C Injection C Fro n 0.0 To 6.0 Flt. Portland bentonite SLURRY Irrigation- Other C (list use) Fro n_ _ To_ Ft.

Fro In To Ft.

DATE DRILLED 06/23/08

. S( REEN: Depth Diameter Slot Size Material TIME COMPLETED AMC* PMC 0 Frc-n 10.0 To 20.0 Ft2. in. .010 in. PVC

3. WELL LOCATION:

Frc "n To Ft, in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Frnm To Ft. in. in.

HWY 87 (RIVER ROAD)

9. SAIID/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No, Parcel Zip ýode)

Depth Size Material TOPOGRAPHIC / LAND SETTING:

Frc m 8.0 To 20.0 Ft. 20-40 Fine Silica Sand

-Slope oValley OFlat ORidge [I Other Frtm To_ Ft._

(check appropidate box)

Frtm To __ Ft._

LATITUDE 3 _ May be in dleegj minutes, sc~onds or 10. DR LLING LOG LONGITUDE in a decimzl format Frori To Formation Description Latitude/longitude source: OGPS CTopographic nap 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map and 1.0 10.0 BROWN SANDY CLAY attached to this form ff not using GPS) 19.0 GRAY SAND 10,0

4. FACILITY- is the name ofthe business where the well is Iscatei 19'0 20.0 GRAY SANDY CLAY FACILITY ID #(if applicable)

NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SOUTHPORT NC City or Town Slate -- Zip C (e CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 11. REMARKS:

City or Town State Zip Code Bentorite seal from 6.0 to 8.0 Feet.

Area code - Phone number 1tO HE ABY CERTIFY TI-AT THIS WELL WAS-CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 1TA N' 1c_2Cj/ELL CONSTRUCTION STAndARDS, AND THAT A COPY OF THIS RECojAED TOTOp'C OWNER,

a. TOTAL DEPTH: 20.0

. o07/1508

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO .

MGNITURE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVELBelow Top of Casing: 6.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRIN'-ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day;. 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 CC NSTRUCTION RECORD North Carolina Department of Environment and Natural Res( urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3(,98

1. WELL CONTRACTOR: d. TOP OF CASING IS 2,5 1 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated atior below land surface may require a v triance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI!;INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WjATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr.im_ To_ From__ To STATESVILLE NC 28625 Fr)m_ To_ _ From To City or Town State *Zip Code Fr)m_ To From To_ _

704 _- 872-7656 Area code- Phone number 6. CASINJG: Thickness/

2. WELL INFORMATION: Depth Diameter Weight Material Frort 0,0 To 19.0 Ft. 2 INCH SCO40 PVC SITE WELL ID #(if applicable) ESS-63-C Fron _ To_ Ft._

STATE WELL PERMIT#(if applicable)_

Fron To _ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring ID Municipal/Public ]

Fron 0.0 To 15.0 Ft. Portland bentoni(e SLURRY Industrial/Commercial 0 Agricultural [D Recovery El Injection U Fron I To Ft.

Irrigationo Other 0 (list use)

Fror I To Ft.

DATE DRILLED 06/19/08

8. SC 1EEN: Depth Diameter Slot Size Material TIME COMPLETED AM El PM 2 0 Frort 19.0 To 29.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fror _ To Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror __ To Ft. in, in.

HWY 87 (RIVER ROAD)

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, ;_ip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

a Frot 17:0 To 29.0 Ft. 20-40 Fine Silica Sand 0-Slope DValley. DFlat ORidge 0 Other Froe 1 To_ Ft._

(check*appropriate box)

Froi n To Ft._

LATITUDE I May be in dcgrees.

minutes, sec.nds or 10. DRII.LING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: oGPS []Topographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map anc 1.0 7.0 BROWN SANDY CLAY attached to this form if not using GPS) GRAY SANDY CLAY 7.0 9,0

4. FACILITY- is the name of the business where the well is located 9.0 28.0 GRAY SAND FACILITY ID #(if applicable) 28.0 29.0 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. REIIMARKS:

City or Town State Zip Code Bentonile seat from 15.0 to 17.0 Feet.

Area code - Phone number I DO HEF EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCA, 2VELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECORE E, ROVIE o THE EL;ER

a. TOTAL DEPTH: 29.0' c1 06/26/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO 91 D AT E

c. WATER LEVEL Below Top of Casing: 14.0 FT. ff O g JOH\TNY BURR (Use "+"if Above Top of Casing)

PRINT =D 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) 713-7015 ext 568. Rev. 7/05

NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Envirjnment and Natural Resiurces- Division of Water Quality WELL CONTRACTOR CERTFICATION # 3)98

1. WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT. Above Land Surface*

JOHNNY BURR *Tol1 of casing terminated at/or below land surface may require a **ariance in accordance with 15A NCAC 2C .0118.

Well Contractor (individual) Name

e. YIELD (gpm): NIA METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI 3INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. W %TERZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr 3m To From To STATESVILLE NC 28625 Fiomrn___ To _ From_ To City or Town State Zip Code FRom_ To_ From - To (704 - 872-7686 Area code- Phone number 6. CASI IG: Thickness/

2. WELL INFORMATION: Depth Dia er Weih Material Fror1 0.0 To 11.0 Ft._2 INC SChT40 PVC SITE WELL ID#(it applicable) ESS-64-C Fror __ To_ Ft._

STATE WELL PERMIT#(if applicable)_

Fror 1 To_ _ Ft._

DWQ or OTHER PERMIT #(if applicable),

7. GR :)Ur: Depth Material Method WELL USE (Check Applicable Box) Monitoring El Municipal/Puzlic r1 Frot 1 0.0 To 7.0 Ft. Portland bentonite SLURRY Industrial/Commercial 0 Agricultural E3 Recovery 0 Injection (2 Frc*.i To Ft.

Irrigation[- Other C3 (list use)

Froi n__ To_ Ft.

DATE DRILLED 06/23/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM 0 2 0 From 11.0 To 21.0 Ft. . 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. SAMD/GRAVEL PACK:

IStreet Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: Ft. 20-40 Fine Silica Sand Fron 9,0 To 21.0 0Slope OValley oFlat ORidge 0 Other_ _

Fro n To Ft._

(check appropriate box)

Fro n To_ Ft.

LATITUDE 3 May be in dzgrers.

minutes..seconds or 10. DRILLING LOG LONGITUDE in a decimal tormat Fron To Formation Description Latitude/longitude source: cJGPS oTopographic rrap 0.0 1.0 BL WCKTOP SOIL (locationof well must be shown on a USGS topo map and 1.0 4.0 YEt .10W SANDY CLAY attached to this form if not using GPS) 4.0 14,0 BR OWN SAND

4. FACILITY- is the name of tile business where the well is located. 14.0 20.0 GFRAY SANDY CLAY FACILITY ID #(if applicable)_ 20.0 21.0 GR AY SANDY CLAY 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 11. RE VIARKS:

City or Town State Zip Code Bentoni.e seal from 7.0 to 9.0 Feet, Area code - Phone number 100 HEf:E CER rirY THAT T'IlS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCI , W L CONSTRUCTION STAND.S, AND THAT A COPY OF THIS NCCOR( TO THE WE NNER.

a. TOTAL DEPTH: 21,0

--- ,Az 1,47/1 508

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO 2(

YURE O RTIFIED WE -7OTACT(7

• DATE

c. WATER LEVEL Below Top of Casing: 8.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRIN'(ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day,,. Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 568. 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 # 3)98

1. WELL CONTRACTOR:

d. TOF OF CASING IS 0.0 FT. Above Land Surface' JOHNNY BURR "Tof of casing terminated at/or below land surface may require a v iriance in accordance with 15A NCAC 2C .0118.

WVelContractor (Individual) Name GEOLOGIC EXPLORATION, INC. e. YIELD (gpm): N/A METHOD OF TEST N/A Well Contractor Company Name I. Di:;INFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES (depth):

Fr )m To From To STATESVILLE NC 28625 Frm)rn To From_ To City or Town State Zip Code Fr)m To_ From_ To 74..- 872-7686 Area code- Phone number 6. CASIIIG: Thickness/

2. WELL INFORMATION: Depth Diam Weiqht Material From 0.0 To 5.0 Fl.2 INCH SC40 PVC SITE WELL ID #(if applicable) ESS-65-C From_ ___To _ Ft._

STATE WELL PERMIT#(if applicable)

Fron t To Ft._

OWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring E Municipal/Public f j 7. GRI)UT: Depth Material Method Industrial/Commercial [] Agricultural [] Recovery 0 Injection [3 Frori 0,0 To 1.0 Ft. Portland bentonite SLURRY Fror It To_ Ft.

ImgationO Other LI (list use)

Fror t_ To_ Ft.

DATE DRILLED 06/24/08 B. SC iEEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM [ 2 0 Fror _5.0 TO 15.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fror i_ " To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror _ _ To_ Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAN DIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, _Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fror-m 3.0 To 15.0 Ft. 20-40 Fine Silica Sand EDSlope D'Valley [3Flat E3Ridge [0 Other Froi n_ To Ft._

(check appropriate box)

Froi n To Ft._

LATITUDE 3 May be in d,!grets, minutes, seconds or

10. DRI -LING LOG LONGITUDE __ -- _in a decinal tbrrTa From To Formation Description Latitude/longitude source: o GPS o Topographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map and 1.0 12.0 BROWN SANOY CLAY attachedto this form if not using GPS) Q 15.0 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the welt 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 11. RE! AARKS:

City or Town State Zip Code Bentoni e seal from 1.0 to 3.0 Feet.

Area code - Phone number 100 HEFEBY TIF THAT THIS ELLWAS C~ffRUCE IN ACCORDANCE WITH

5. WELL DETAILS: A NCc C , ,IONSITANS A, NO THAT A COPY OF THIS RECORI AH . TOTHEWE NVIk'

a. TOTAL DEPTH: 15.0 07/15/08

b. DOES WELL REPLACE EXISTING WELL? YES LI NO F] SIGN- 'URE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 5.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRINTfED 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) 7:.3-7015 ext 568. 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 # 3)98

1. WELL CONTRACTOR: d. TOF OF CASING IS 0.0 FT. Above Land Surface*

• To4 of casing terminated at/or below land surface may require JOHNNY BURR a viriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DI:;INFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr im_ To_ From_ To STATESVILLE NC 28625 Fr)m_ To From To City or Town State Zip Code Frtm _ To_ From_ To 704 _. 872-7686 Area code- Phone number 6. CASIING: Thickness/

Depth Diameter Wei ht Material

2. WELL INFORMATION:

Fron 0.0 To 10.0 Ft. 2 INCH SCM'40 PVC SITE WELL ID #(if applicable) ESS-66-C From To_ _ Ft._

STATE WELL PERMIT#)rf applicable)

Fron _ _ To Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GR)UT: Depth Matoxial Method WELL USE (Check Applicable Box) Monitoring Vi Municipal/Public i7-Frort 0.0 To 6.0 Ft. Porland bentonile SLURRY Industrial/Commercial [3 Agricultural El Recovery 0. Injection [J Froe i_ To_ Ft.

Irrigation[] Other 0 (list use)

Fror i_ To_ Ft.

DATE DRILLED 06/24/08

8. SC iEEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM L 0 Frort 10.0 To 20.0 Ft,2. in. .010 in. PVC

3. WELL LOCATION: Fror _ _ To___ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fror i To Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAN DIGRAVEL PACK:

(Street Name. Numbers, Community, Subdiision. Lot No.. Parcel, Zip C-ode) Depth Size Matenal TOPOGRAPHIC / LAND SETTING: Fror 1 8.0 To 20.0 Ft. 20-40 Fine Silica Sand

[]Slope DValley EFlat CRidge C3Other Ft._

Frot 1 To_

(check approprate box)

Frovi - To_ Fft._

LATITUDE 3 l Mav be in dgrees.

minutes, secjnds or 10. DRII.LING LOG LONGITUDE in aidecimal foirmat From To Formation Description Latitude/longitude source: EDGPS oTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map ancl 1.0 14.0 BROWN SAND attached to this form if not using GPS) 14.0 18.0 GRAY SAND

4. FACILITY, is the name or the business where the well is locateii 18.0 20.0 GRAY SANDY CLAY 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.0, BOX 10429 SOUTHPORT NC 28419 11. REI IARKS; City or Town State Zip Code Bentonile seal from 6.0 to 8.0 Feet.

Area code - Phone number I DO HEFEBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCA ' 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REA S BEEN PROVIDED TO TH.ELL OWNER

a. TOTAL DEPTH: 20.0 * * ,* -4A

"--" 07/15/08

b. DOES WELL REPLACE EXISTING WELL? YES El NO El DATE

[ATUoIýF CERTiFIEEOR

c. WATER LEVEL Below Top of Casing: 9.0 Fl.

(Use "+" if Above Top of Casing)

PRINT 0-D 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

NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Res )urces- Division of Water Quality WELL CONTRACTOR CE RTIFICATION # 3)98

1. WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT. Above Land Surface*

• Tol,1 of casing terminated at/or below land surface may require JOHNNY BURR a ' 3riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE LD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DI MINFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD g. W NTER ZONES.(depth):

Fiomr To_. From To STATESVILLE NC 28625 F Tom_ To_ _ From_ To City or Town State Zip Code Fiom_ To_ _ From _ To 704 - 872-7686 Area code- Phone number 6. CASI 'IG: Thickness/

2. WELL INFORMATION: Depth 2Diameter Weioht Material Fror) 0.0 To 15,0 Ft. _INCH SC r4o PVC SITE WELL ID #(if applicable) ESS-67-C Fror i_ To_ Ft._

STATE WELL PERMIT#(if applicable)

Fror _ To_ Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring E5 Municipal/Puolic ;1 7. GR )UT: Depth Material Method Fror ) 0.0 To 10.0 Ft. Portland bentonite SLURRY IndustriallCommercial D Agricultural ] Recovery 0 Injection 1]

Fror 1 To - Ft.

Irrigationo Other [] (list use)

Froi__ To_ Ft.

DATE DRILLED 06/25/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 -PM C 0 Froln 15.0 To 25.0 Ft2. 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. SAtN D/GRAVEL PACK:

(Street Name. Numbers, Community, Subdivision. Lot No., Parcel, Zio Code) Material Depth Size TOPOGRAPHIC / LAND SETTING: Fine Silica Sand Fron 130 To 25.0 Ft. 20-40 0SIope ]Valley OFIaI ORidge 0] Other Froi n To Ft. -

(check appropriate box)

Fron To_ Ft._

LATITUDE 3 May be in dmerees.

minutes, seconds or

10. DR) -LING LOG LONGITUDE in a decimal tormat Frorr To Formation Description Latitude/longitude source: CGPS CTopographic map 0.0 1.0 BLAC ]K TOP SOIL (location of well must be shown on a USGS topo map and 1.0 11.0 BROV/N SAND attached to this form if not using GPS) 11.0 24.0 GRA Y SAND

4. FACILITY- is the name of the business where the well is locateo. 24.0 25.0 GRAY SANDY CLAY FACILITY ID #(if applicable)

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 11. REIAIARKS:

City or Town State Zip Code Bentoni e seal from 10.0 to 13.0 Feet.

Area code - Phone number I0DOH, IrPY CERTIFY THAT THIS WELL W ONSTRUCTEO IN ACCORDANCE WITH

5. WELL DETAILS: EL, N E.L,*RONS, 1SAN ,RUCTON 2 ST AND THAT A COPY OF THIS REC*

• I~DECT t ,..

a. TOTAL DEPTH: 25.0 L ý07/15108

b. DOES WELL REPLACE EXISTING WELL? YES C] NO Elj )N TURE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 12.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRINTED 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) 7; 3-7015 ext 568. Rev. 7/05

NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Res )urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION # ý98

1. WELL CONTRACTOR:

d. TOI OF CASING IS 0.0 FT. Above Land Surface'

• JOHNNY BURR *TopI of casing terminated at/or below land surface may require a %ariance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIE LD (9pm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f, DISINFECTION: Type N/A Amount N/A 176 COMMERCE BLVD g. WTER ZONES (depth):

STREET ADDRESS FtoDm_ To_ From_ To STATESVILLE NC 28625 Fiom_ To_ From_ To City or Town State Zip Code Fiom_ To_ From_ To 704 - 872-7686 Area code- Phone number 6. CASI 4G: Thickness/

2. WELL INFORMATION: Depth Diameter W Material Frori 0.0 To 9.0 Ft. 2 INCH 4 PVC SITE WELL ID #(it applicable) ESS-68-C Frori_ To_ Ft.

STATE WELL PERMIT#(if applicable)_

Fror I_ To_ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GR )UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring F Municipal/Puolic -

Industrial/Commercial[] Agricultural C] Recovery 0 Injection LJ Fror 1 0.0 To 5.0 Ft. Portland bentonite SLURRY Irrigation)] Other )] (list use) Fror i_ I To_ Ft.

Fror__ To_ Ft.

DATE DRILLED 06/25/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM [] 0 From- 9.0 To 19.0 Ft.2. in. .010 in. PVC

3. WELL LOCATION:

Fro _ _1 To Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Frowin_ To_ Ft. in. in.

HWY 87 (RIVER ROAD) 9. SA DIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: 19 From 7.0 To" .0 Ft. 20-40 Fine Silica Sand DSlope OValley C]Flat []Ridge 0] Other Fro n To_ Ft.

(check appropriate box)

Fro n To_ Ft.

LATITUDE 3 May be in d,:grccs.

minutes, seconds or 10. DRI -LING LOG LONGITUDE in a decimal Forimat I Frorr To Formation Description Latitude/longitude source: roGPS CDTopographic map 0n 1n RI A.K TOPR('CII (locationof well must be shown on a USGS topo map anc' 1.0 4.0 YELLOW SANDY CLAY attached to this form If not using GPS) 4.0 18.0 GRAY SAND

4. FACILITY- is the name of the business where the well is located. 18.0 . 20.0 GRAY SANDY CLAY 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 11. RE AARKS:

City or Town State Zip Code Bentoni e seal from 5.0 to 7.0 Feet, C.. )-.

Area code - Phone number IDO HE*t*C CE rIFY THAT THIS WELL WA NSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: IRSANC4 *1 \L CO]TraCTION STANIIOS. AND THAT A COPY OF THIS

a. TOTAL DEPTH: 19.0 4/ af -- 07/15/08

b. DOES WELL REPLACE EXISTING WELL? YES D] NO F] SSI- TURE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 10.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day-. Attn: Information Mgt., Form GW- 1b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7:.3-7015 ext 868. 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: d. TOF OF CASING IS 0.0 FT. Above Land Surface*

JOHNNY BURR *To; of casing terminated at/or below land surface may require a v wdance in accordance with 15A NCAC 2C .01 I&

Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC. e. YIELD (gpm): N/A METHOD OF TEST N/A Well Contractor Company Name f. DI AlNFECTION: Type N/A Amount N/A

g. W.%TER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Fr_)m_ To - From_ To STATESVILLE NC 28625 Fram To FFrom To City or Town State Zip Code Ft om _ To_ From - To 704 _ . 872-7686 Area code- Phone number 6. CASI 4JG: Thickness/

2. WELL INFORMATION: Depth Diameter Weiuht Material Fror 0.0 To 20.0 Ft. 2 INCH PVC SITE WELL ID #(if applicable) ESS-69-C Fror I_ To - Ft._

STATE WELL PERMIT#it applicable)_

Fror t To Ft._

DWQ or OTHER PERMIT #(if applicable)_

7. GR )UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring F Murirdpal/Puolic iT]

Industrial/Commercial L- Agricultural b Recovery 0 Injection Ji Fror_1 0,0 To 16.0 Ft. Portland bentonitc SLURRY Frot__ To Ft.

Irrigationo Other [] (list use)

Froji To Ft.

DATE DRILLED 06/27/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM PM C F 0 Fromr 20.0 To 30,0 Ft.2, in. .010 in. PVC

3. WELL LOCATION:

Fron n To Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK Froin__ To _ Ft. in. _ in, HWY 87 (RIVER ROAD)

9. SAlk D/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fron 18.0 To 30.0 Ft. 20-40 Fine Silica Sand DSlope -Valley DFlat tjRidge 0 Other Fron To Ft.

(check appropriate box)

Fron To Ft._

LATITUDE 3 . May be in derre,:s.

minutes, sC ond or. 10. DRILLING LOG LONGITUDE in a decima formai Frorr To Formation Description Latitude/longitude source: O[GPS oTopographic niap 0.0 1.0 BLACK TOP SOIL (location of wel/ must be shown on a USGS topo map and 1.0 5.0 BROWN SANDY CLAY attached to this form if not using GPS) 25-0 GRAY SAND

4. FACILITY- is the name ot the business where the well is located. 25.0 30.0 GRAY SANDY CLAY 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 11. REMARKS:

City or Town State .'ip Codte Benton te seal from 16.0 to 18.0 Feet.

Area code - Phone number I DOHE WEBYCERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15ANC 2C WELL CONSTRUCTION STAN DS. AND THAT ACOPY OF THIS RECO* *AS EN PROVIPED TO THEw OWNER

a. TOTAL DEPTH: 30.0 NO K

• iTURE 0,W--ERTiFIED W*ECON IRACT;I K- DATE

b. DOES WELL REPLACE EXISTING WELL? YES D JOHNNY BURR

c. WATER LEVEL Below Top of Casing: 12.0 FT.

(Use "+"if Above Top of Casing) PRIN-ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day 5. Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568. Rev. 7/05

NT ON RESIDENTIAL WELL CC NSTRUCTION RECORD North Carolina Department of Environment and Natural Res( urces- Division of Water Quality WELL CONTRACTOR CERTIFICATION# 3_098

d. TOF OF CASING IS 0.0 FT. Above Land Surface'

1. WELL CONTRACTOR: d. TOF OF CASING IS 0.0

'Tof of casing terminated at/or below FT. Above Land Surface*

land surface may require JOHNNY BURR a v iriance in accordance with i5A NCAC 2C .0118.

Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC. e. YIE.D (gpm): N/A METHOD OF TEST N/A Well Contractor Company Name f. DIU;INFECTION: Type N/A Amount. N/A

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD Frm)rn To From__ To STATESVILLE NC 28625 Fr)m_ To_ From_ To City or Town State Zip Code Frm_)rn To FFrom To_

872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diamer Weiht vMaterial Frome 0.0 To 8.0 Ft._2 INC l PVC SITE WELL ID #(if applicable) ESS-70-C Front__ To_ Ft._

STATE WELL PERMIT#(if applicable)

Fron _ _ To Ft._

DWQ or OTHER PERMIT #(if applicable)_ _

7. GR,)UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring FI Municipal/Public -I Industrial/Commercial [ Agricultural [2 Recovery [] Ilnection PD Fror 1 0.0 To 4.0 Ft. Portland bentonile SLURRY Fror i_._ To_ Ft.

Irrigation[ Other [2 (list use)

Fro ____ To_ Ft.

DATE DRILLED 07/02/08 8, SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM [2 0 Froil 8.0 To_18.0 Ft2. in. .010 in. PVC

3. WELL LOCATION: Fronn - To _ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fros n _ To _ Ft. in. in.

HWY 87 (RIVER ROAD) 9. SAI% DIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No, Parcel. Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fro n 6.0 To 18.0 Ft. 20-40 Fine Silica Sand

[2SIope OValley [Flat [rRidge [2 Other Fron To Ft.

(check appropriate box)

Fron To_ Ft._

LATITUDE - May be in d.grecs.

minutes, seconds or 10. DRILLING LOG LONGITUDE in a decimal forinat Fron To Formation Description Latitude/longitude source: oGPS [oTopographic riap 0.0 2.0 BLACK TOP SOIL (kAcation of we#l must be shown on a USGS topo map and 2.0 3.0 YELLOW SANDY CLAY attached to this form ff not using GPS) 3.0 6 GRAY SAND

4. FACILITY- is the name of the business where the well is located 8.0 18.0 BROWN BLACK SAND 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 11. REMARKS:

City or Town State Zip Code Bentor te seal from 4.0 to 6.0 Feet.

Area code - Phone number I DO HERE CERTIFY THAT THIS WELL WAS *t.NSTRUCTED IN ACCORDANCE WITH S. WELL DETAILS: 1A NCh W* CNSTR '1ONNTAND5,ANDTHA1 ACOPYOF THIS RECOF TOTHE *NE T '

a. TOTAL DEPTH:_15,0

b. DOES WELL REPLACE EXISTING WELL? YES [] NO IF S \TURE 0 RTIFIED WELL CONTRACTOR DATE JOHNNY BURR

c. WATER LEVEL BelowTop of Casing: 10.0 FT.

(Use "+"if Above Top of Casing)

PRIN fED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-Ib 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568. 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:

d. TOP OF CASING IS 0.0 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a w riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIEI.D (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DI* INFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD g. W1ATER ZONES (depth):

Frt m_ To ___ From_ To STATESVILLE NC 28625 Frt m - To _ From_ To City or Town State Zip Code Fri m_ To_ From_ To (704. -872-7686 Area code- Phone number 6. CASINIG: Thickness/

2. WELL INFORMATION: Depth Diameter WeihtZ Material Frorr 0.0 To 9.0 Ft._2 INCH PVC SITE WELL ID #0f applicable) ESS-71-C Frorr To Ft._

STATE WELL PERMIT#lit applicable)

Frorr To_ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GRO UT: Depth Material Method WELL USE (Check Applicable Box) Monitoring E] Municipal/Public 1-]

Frorr 0.0 To.5.0 Ft. Portlandbentonhe SLURRY Industrial/Commercial D) Agricultural D) Recovery C) Injection 1_1 Fron To_ Ft.

IrrigationD Other 0 (list use) _

Fron To_ Ft.

DATE DRILLED 06/30/08

8. SCIlEEN: Depth Diameter Slot Size Material TIME COMPLETED AM D PM [)

Fron, 9.0 To_19.0 Ft.2.0 in. 010 in. PVC

3. WELL LOCATION:

Fron t To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Fron _ _ To_ Ft. in. _ in.

HWY 87 (RIVER ROAD) 9. SAN )IGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision. Lot No.. Parcel. :ip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fror i 7.0 To 19.0 Ft. 20-40 Fine Silica Sand J]Slope DValley QFlat oRidge E3 Other Fror 1 To Ft._

(check appropdate box)

Fror i To Ft._

LATITUDE May be in dtgrees, minutes. seconds or 10. DRILLING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: oGPS DTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo map ana 1.0 2.0 YELLOW SANDY CLAY attached to this form ifnot using GPS) 2.0 ,1.0 GRAY SAND

4. FACILITY- is the name of the business where the well is located. 18.0 19.0 GRAY SAND FACILITY ID #(if applicable)

NAME OF FACILITY PROGRESS ENERGY STREET ADDRESS HWY 87 (RIVER ROAD)

SCUTHPORT NC City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 28419 11. REMARKS:

City or Town State Zip Code Bentoni e seat from 5.0 to 7.0 Feet.

L(i-__

Area code - Phone number

.DO HEf YTH60. WEL WAý&STRUCTEO IN ACCORDANCE WITH

5. WELL DETAILS: 15ANCA F2j¶ STAII111RI.OF' ICTION o THItS RECOR IEN lED TO THE "W ll r

a. TOTAL DEPTH: 19.0 4j *'" '07/16/08

b. DOES WELL REPLACE EXISTING WELL? YES C) NO F) SIG17ATURE OF CERTIFIED WELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 8.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRINI ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day!. Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7;3-7015 ext 568. 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: d. TOF OF CASING IS 0,0 FT. Above Land Surface*

JOHNNY BURR *To: of casing terminated at/or below land surface may require a v iriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Indivdual) Name

e. YIELD (gpm)ý N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. 1IiINFECTION: Type N/A Amount N/A 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS Fr)m_ To_ From_ To STATESVILLE NC 28625 Fr)m_ To - From_ To City or Town State Zip Code Frn)m_ To_ From - To 704 ,-872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Dia eter Weioht Material Front 0.0 To 8.0 Ft._2 INCH SCif40 PVC SITE WELL ID #(it applicable) ESS-72-C Fron ___ To_ _ Ft._

STATE WELL PERMIT#(if applicable)_

Fror i To Ft._

DWQ or OTHER PERMIT #(if applicable)_

WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public t1 7. GRO)UT: Depth Material Method Fror' 0,0 To 4.0 Ft. Portland bentonite SLURRY IndustrialfCommercial C) Agricultural C0 Recovery 0 Inlection Ej Fror 0. To_ Ft.

Irrigationo Other 0 (list use)

Fror__ _ To_ Ft.

DATE DRILLED 07/02108

8. SC REEN: Depth Diameter Slot Size Material TIME COMPLETED AMD PMO, 2 0 FrofI 8.0 To 18.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

Fro -I To - Ft. in, _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK. Fro __ _ To Ft. in. _ in.

HWY 87 (RIVER ROAD)

9. SAh D/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zio Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

Fro n 6.0 To 18.0 Ft, 20-40 Fine Silica Sand

[OSlope DValley [3Flat oRidge [C Other Fro n To_ Ft._

(check appropriate box)

Fro n To_ Ft._

LATITUDE _ May be in d::grees.

minutes. seconds or 10. DRI.LING LOG LONGITUDE ina decimal format Frorr To Formation Description Latitude/longitude source: ciGPS o Topographic map 0.0 2.0 BLACK TOP SOIL (location of we# must be shown on a USGS topo map and 2.0 3.0 YELLOW SANDY CLAY attached to this form ff not using GPS) 16.0 BROWN SAND 3.0

4. FACILITY- is the name of the business where the well is located 16,0 18.0 GRAY SAND 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 11. RE MARKS:

City or Town State Zip CodE Benton te seal from 4.0 to 6.0 Feet.

Area code - Phone number DO HE ?EBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 1SA NC. C C WELL CONSTRUCTION STAND S, ANo THAT A COPY OF THIS RECOR a N R TO THE WE NER.

a. TOTAL DEPTH: 18.0 007/16/08

b. DOES WELL REPLACE EXISTING WELL? YES r] NO F SrURE O ERTIFIED WýOIýAnTR DATE

c. WATER LEVEL Below Top of Casing: 7.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRIN" ED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 day!. Attn: Information Mgt., Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 7 33-7015 ext 568. 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: d. TOP OF CASING IS 0.0 FT. Above Land Surface*

• Toi of casing terminated at/or below land surface may require JOHNNY BURR a ,3riance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC. e. YIELD (gpm): N/A METHOD OF TEST N/A Well Contractor Company Name f. DI 3INFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES (depth):

Fr *m_ To From____ To STATESVILLE NC 28625 City or Town Fram To_, From_ To State Zip Code Frmn _ To_ _ From_ To 704 -_.872-7686 Area code- Phone number 6. CASIhlG: Thickness/

2. WELL INFORMATION: Depth Diameter WIN ht Material From 0.0 To 5_0 Ft. 2 INCH SP40 PVC SITE WELL ID #(if applicable) ESS-73-C Fron _ _ To Ft._

STATE WELL PERMIT#(if applicable)

Fron i_ To_ _ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring Kj Municipal/Public l Industrial/Commercial 0 Agricultural 0 Recovery C3Injection El From 0.0 To 1.0 Ft. Portland bentonite SLURRY Fron I_ To_ Ft.

IrrigationC Other [C (list use)

Fron I_ To_ Ft.

DATE DRILLED 07/01/08

8. SCR EEN: Depth Diameter Slot Size Material TIME COMPLETED AM C PM O] 0 Front 5.0 To 15.0 Ft2. in. .010 in. PVC

3. WELL LOCATION:

Front* To Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK Front , To_ Ft. in. it. __n HWY 87 (RIVER ROAD)

9. SAN 3/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: Ft, 20-40 Fine Silica Sand Frorm 3.0 To 15.0 0Slope oValley I-Flat ORidge [] Other Fror 1 To Ft,_

(check appropriate box)

Fror _ _ To_ Ft, LATITUDE - May be in degrees, minutes. seconds oI 10. DRILILING LOG LONGITUDE in a decimal lrinat From To Formation Description Latitude/longitude source: E GPS oTopographic map 0.0 1.0 BLACK TOP SOIL (location of well must be shown on a USGS topo nrap and 1.0 4.0 YELLOW SANDY CLAY attached to this form ff not using GPS) 4.0 10.0 BROWN SAND

4. FACILITY- is the name of the business where the well is located. 10.0 150 BLACK SAND 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 PRO. BOX 10429 SOUTHPORT NC 28419 11. RE IARKS: a 8entonit,: sea( from 1.0 to 3.0 Feet.

City or Town State Zip Code Area code - Phone number 100 HER, BY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 150gCA( 2C. WELL CONSTRUCTION SNDARDS, AND THATA COPY OF THIS RD tAS BEEN Pio VIDEO TO T*ELL OWNER.

a. TOTAL DEPTH: 15.0 07/16/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 '10 91 ;GNA" -- b IFIED ELL CONTRACTOR DATE I JOHNNY BURR

c. WATER LEVEL Below Top of Casing: 4.0 FT.

(Use "+" if Above Top of Casing)

PRINTEI.D 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) 73 3-7015 ext 568. 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: d. TOF OF CASING IS 0.0 FT. Above Land Surface*

• Tor of casing terminated at/or below land surface may require JOHNNY BURR a v iriance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name GEOLOGIC EXPLORA.TION, INC. e. YIED (gpm): N/A METHOD OF TEST N/A Well Contractor Company Name f. DO!;INFECTION: Type N/A Amount N/A 176 COMMERCE BLVD

g. WijTER ZONES (depth):

STREET ADDRESS From - To_ From_ To STATESVILLE NC 28625 From_ To_ From_ To City or Town State Zip Code Fr)m_ To_ From_ To_

704(.** 872-7686 L Area code- Phone number 6. CASIIIG: Thickness/

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Sitewide GroundwaterAssessment Report Brunswick Nuclear Power Plant SS.

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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. 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. 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. 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-Nt'&,'ba Plant BlullngvvicE PCTBox101:19 SOUWIVoIlN, 1.ý Ii I

Document Control Desk BSEP 07-0068 / Page 2 cc (with enclosure):

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.NMI 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. 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.

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. 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.

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. Thus far, approximately 100 samples. from both onsite and offsite locations (including surface water), have been analyzed. 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. 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.

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

GroundwaterAssessment Report ProtectedArea SS.

Brunswick Nuclear PowerPlant October 2009 Table of Contents INTRODUCTION ............................................................................. 1-1 1.1 Purpose of Report ...................................................................... 1-1 1.2 Project Background ..................................................................... 1-2 1.2 .1 S ite L o cation .................................................................................. 1-2 1.2.2 Project B ackground ........................................................................ 1-2 1.3 Scope and Objectives .................................................................. 1-3 1.4 Report Organization ..................................... 1-3 2 ASSESSMENT ACTIVITIES AND FINDINGS ........................... 2-1 2.1 Soil Investigation ........................................................................ 2-3 2 .1.1 M eth od s ............................................................................................. 2 -3 2.1.2 Findings .... ............................ ....... 2-4 2.1.2.1 Radiological Results - Soil Samples .................................... 2-4 2.2 Groundwater Investigation Activities ......................................... 2-5 2.2.1 Groundwater Profiling .............................. 2-5 2.2.1.1 Groundwater Screening Point Installation and Sampling M eth o d s ................................................................................ 2 -6 2.2.1.2 Analytical Results - Groundwater Screening Analytical Re su lts .................................................................................. 2 -8 2.2.2 Groundwater Monitoring Well Installation ........................................ 2-9 2.2.3 Groundwater Monitoring ....................................................... ........... 2-I 1 2.2.3.1 Groundwater Elevation Measurements ......................... 2-11 2.2.3.2 Groundwater Sampling ...................................................... 2-11 2.2.3.3 Groundwater Analytical Results Summary - Shallow M onitoring W ells ................. I........... .................................. 2-13 2.2.3.4 Groundwater Analytical Results Summary - Intermediate M onitoring W ells ............................................................... 2-15 ES-I

GroundwaterAssessment Report ss.X . Brunswick Nuclear Protected Area Power Plant October2009 2.3 Surveying and M apping ........................................................... 2-16 3 PHYSICAL CHARACTERISTICS OF THE STUDY AREA ..... 3-1 3.1 Surface Features .......................................................................... 3-1 3.2 Geology ...................................................................................... 3-3 3.2.1 Regional Geology and Hydrogeology ............................................... 3-3 3.2.2 Site-Specific Geology ........................................................................ 3-6 3.3 Groundwater Hydrology .............................................................. 3-9 3.3.1 Shallow A quifer ................................................................................. 3-9 3.3.2 Intermediate Aquifer ........................................................................ 3-10 3.3.3 Groundwater in the Plant Backfill .................................................... 3-12 4

SUMMARY

AND CONCLUSIONS .......................................... 4-1 4.1 Summ ary of Soil Conditions ...................................................... 4-2 4.2 Summ ary of Groundwater Conditions ......................................... 4-3 4.3 Conclusions ...................... ......... .......................... I.............. 4-5 5 RE FERE NCES ................................................................................ 5-1 ES-2

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant 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 - 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

GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower 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. 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:

• Guideline for Implementing a Groundwater Protection Program at Nuclear Power Plants [Electric Power Research Institute, November, 2007]; and,

• Industry Ground Water Protection Initiative - Final Guidance Document

[Nuclear Energy Institute (NEI), August 2007].

1-1

GroundwaterAssessment Report ProtectedArea 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.

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

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant 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.

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 andFindings Section 2 provides a summary of the activities completed during planning and implementation of the assessment. The methods, locations, and results of the sampling and analysis program are summarized in detail for soil and groundwater.

1-3

GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower Plant October 2009 Section 3.0 - Physical Characteristicsof 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 '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

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant 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.

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.

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:

• 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

GroundwaterAssessment Report s s . Protected Brunswick Nuclear Area 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.

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. 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. 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

GroundwaterAssessment Report 8 8 . ProtectedArea Brunswick Nuclear PowerPlant 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. The methods and findings of these activities are summarized in the following subsections.

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. 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. 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. 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

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear Power Plant October2009 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. 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). 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. 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.

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GroundwaterAssessment Report s s . ProtectedArea Brunswick Nuclear PowerPlant October 2009 As depicted on Figure 5, four of the locations in the PA exhibited a detection of the gamma-emitting isotope Cesium-137. 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: groundwater screening, monitoring well installation, groundwater elevation measurements and groundwater sampling. The assessment methods and results are discussed in the following subsections.

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

GroundwaterAssessment Report ProtectedArea 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.

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. 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:

• 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.

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GroundwaterAssessment Report ProtectedArea 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. Approximately 3-5 gallons of groundwater were purged from the well until the discharge from the tubing was visually non-turbid.

A representative groundwater sample was then collected by the field geologist from the associated depth interval. 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.

• 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.

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GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant October 2009 In general, one groundwater sample and one soil sample were collected in each 10-foot interval of each screening location. This procedure continued to the terminal depth of each screening location.

The terminal depth of each boring was reached when the Geoprobe could 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). The terminal depth of the screening locations ranged from 34 feet bgs (TP-PA18) to 65 feet bgs (TP-PA24). 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. 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. 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

GroundwaterAssessment Report s s . ProtectedArea Brunswick NuclearPower 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. To accomplish this objective, monitoring wells were installed at each of the groundwater screening point locations. 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. 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.

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GroundwaterAssessment Report s s . ProtectedArea 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.

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.

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GroundwaterAssessment Report Iss . ProtectedArea 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. 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. 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.

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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GroundwaterAssessment Report ProtectedArea Brunswick Nuclear Power Plant October 2009 Water quality measurements were collected during the purging activities. 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.

• An optimum low-flow pumping rate was established at each well to minimize drawdown. 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.

Purge water was collected in ,dedicated purge water containers and transported to the SDSP.

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GroundwaterAssessment Report S S . ProtectedArea Brunswick Nuclear PowerPlant October2009 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. 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.

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GroundwaterAssessment Report ProtectedArea (S 7. Brunswick Nuclear PowerPlant 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:

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 1C).

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GroundwaterAssessment Report Iss . ProtectedArea 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. 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

GroundwaterAssessment Report ProtectedArea 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. 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. 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. 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. 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

GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower Plant October 2009 locations. 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.

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GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower 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.

3.1 Surface Features The BNP is located within approximately 2.5 miles north-northeast of the City of Southport, North Carolina. 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.

Transformer Yard: The transformer yard is located west of the turbine building. 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. The subsurface Radwaste line is located to the west/southwest of the turbine building. 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: 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

GroundwaterAssessment Report s s . ProtectedArea Brunswick Nuclear PowerPlant 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. The design of the Intake Canal permits flow into the plant area, and cannot be reversed by tides or other hydraulic conditions. 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.

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GroundwaterAssessment Report ProtectedArea 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. The geology of this area is characterized by an easterly thickening wedge of unconsolidated sediments underlain by limestone aquifers. 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:

• 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;

• the Tertiary Age Beaufort Formation (Peedee Confining Unit); and,

• the Cretaceous Age Peedee Formation.

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

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant October2009 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: Light yellow to grey fine to medium sands with traces of clay, coarse-grained sand, pebbles, and minerals. 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: 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. 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: The Castle Hayne Formation consists primarily of limestone and sand deposited in a marine environment (Winner and Coble, 3-4

GroundwaterAssessment Report s s . Protected Brunswick Nuclear Area 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. 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. 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. 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 -65 feet MSL, as documented on Plate G of the USGS Water Resources Report (USGS, 2003).

Peedee Formation: 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. 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).

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GroundwaterAssessment Report ProtectedArea 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. 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. 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: 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. The sandy fill is a very dense, well compacted material, and generally exhibits no sedimentary structure.

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GroundwaterAssessment Report ss . ProtectedArea 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. As a result, soil samples from these materials were typically not able to be obtained. 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. 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. 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. 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

GroundwaterAssessment Report s s .- ProtectedArea Brunswick Nuclear PowerPlant October2009 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. 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. 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. 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. The thickness of the lower sand is generally 35 to 40 feet thick. This unit correlates with the UndifferentiatedPleistocene and PlioceneDeposits described by USGS (USGS, 2003) 3-8

GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower 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: 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. 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. 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.

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 -8 to -14 feet msl. The thickness of the aquifer is approximately 16 to 25 feet, and exhibits unconfined, water table conditions. The upgradient 3-9

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant October2009 shallow aquifer is generally recharged directly through infiltration from precipitation.

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. 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.

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

GroundwaterAssessment Report ss . Protected Brunswick Nuclear Area PowerPlant October 2009 permeability unit in the lower sand unit (at areas outside of the plant backfill).

The intermediate aquifer in the lower sand is generally encountered at a depth of approximately -10 to -20 feet msl, and extends to top of the Castle Hayne Formation, approximately -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. 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. 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 -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.

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GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant 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

GroundwaterAssessment Report s s . ProtectedArea 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

GroundwaterAssessment Report s s . ProtectedArea Brunswick NuclearPower Plant October 2009 4

SUMMARY

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. 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.

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. The investigation locations were surveyed by a Professional Land Surveyor licensed in the State of North Carolina to 4-1

GroundwaterAssessment Report ProtectedArea 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.

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. 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. Future groundwater samples will be collected from these areas and anWa yzed for gamma-emitting isotopes to determine if there are related impacts to groundwater 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.

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. 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

GroundwaterAssessment Report ProtectedArea 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.

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.

Ninety-seven (97) groundwater screening samples were obtained from depth intervals 4-3

GroundwaterAssessment Report ss . ' ProtectedArea Brunswick Nuclear Power Plant October 2009 throughout the saturated thickness of the plant backfill and adjacent shallow and intermediate aquifers. 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. 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. (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. All groundwater samples were analyzed for tritium in Progress Energy's onsite radiological laboratory. 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); 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. Both these wells are located in the general vicinity of the historic radwaste effluent line leak.

4-4

GroundwaterAssessment Report ProtectedArea 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. 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. 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. 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.

4-5

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear Power Plant October 2009 5 REFERENCES

1. Brown, P.M. and others, 1985 Geologic Map of North Carolina, North Carolina Department of Natural Resources and Community Development.

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 - 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.

13. United States Department of the Interior Geological Survey. Southport and Kure Beach 7.5-Minute Quadrangle Maps, North Carolina.

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GroundwaterAssessment Report ss . Protected Brunswick Nuclear Area 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. Athens: USEPA Region 4, 1997.

16. U.S. EPA 2004, Multi-Agency Radiological Laboratory Analytical Protocols Manual (MARLAP), MARLAP, July, 2004.

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GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower Plant October 2009 FIGURES

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Iss. GroundwaterAssessment Report ProtectedArea Brunswick Nuclear PowerPlant October 2009 TABLES

TABLE 1 GROUNDWATER ASSESSMENT REPORT - PROTECTED AREA BRUNSWICK NUCLEAR PLANT, SOUTHPORT, NORTH CAROLINA GROUNDWATER ASSESSMENT LOCATIONS / 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. 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. 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). Install groundwater Reactors and TP-PA24 monitoring wells as necessary to facilitate future groundwater monitoring programs. Identify the presence/absence of gamma nuclides in shallow subsurface soils.

TABLE 1 GROUNDWATER ASSESSMENT REPORT - PROTECTED AREA BRUNSWICK NUCLEAR PLANT, SOUTHPORT, NORTH CAROLINA GROUNDWATER ASSESSMENT LOCATIONS / 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.

Table 2 Progress Energy - Brunswick Nuclear Plant Groundwater Assessment Report - Protected Area Analytical Results - Soils Sample Date Sample Depth (feet Well I.D Wel_.DSmpe _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. 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

( )feetBGS)

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.

EtXý Page 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 - 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* 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 1

MWPA-107B

• MWPA-13B' -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 1/3/00810/9/2008 (TO}

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 IOC 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' -60 19.78 10.00 9.78 13.86 5.92 MWPA- I I IB 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) 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 < 398 3/24/2009 < 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 < 246 3/24/2009 < 241 MWPA- 104C MWPA- IOC 10/4/2008 .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 < 251 3/25/2009 287 MWPA- I I C MWPA-16C 10/3/2008 < 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 < 266 3/25/2009 < 243 MWPA-I 14C MWPA-20C 10/4/2008 < 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 < 253 3/23/2009 < 275 MvWPA- I 17C MWPA-23C 10/3/2008 2,656 3/23/2009 1,585 MWPA-I 18C MWPA-24C 10/4/2008 < 252 3/23/2009 < 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- II18B MWPA-24B 10/4/2008 < 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.

Cý t GroundwaterAssessment Report ProtectedArea 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 Sample Intervals Depth

_T Completion Description E (pCi/L)

Lithology Feet CU, 5

10 15 (16-20') Groundwater sample PA-TP1-1 Collected TP-PA1-1 ND 20 25 (26-30') Groundwater sample PA-TP1-2 Collected TP-PA1-2 ND 30 35 (36-40') Groundwater sample PA-TP1-3 Collected

.. TP-PA1-3 ND Completion Notes:

Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected.

-Borehole sealed to ground surface with bentonite.

BNP- Protected Area Southport, NC Page 1 Project No.:

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 Sample Intervals Completion Depth E (pCi/L)

Lithology Description Feet C',

45 -

(46-50') Groundwater sample PA-TP1-4 Collected TP-PA1-4 ND 50 -

55 -

60 -

- 65 -

- 70 -

- 75 Completion Notes: Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected.

-Borehole sealed to ground surface with bentonite.

BNP- Protected Area 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 Sample Intervals Completion Depth E (pCi/L)

Lithology Description Mo Feet U) t I 5

10 15 (16-20') Groundwater sample PA-TP2-1 collected TP-PA2-20 ND 20 25 (26-30') Groundwater sample PA-TP2-2 collected TP-PA2-30 ND 30 35 (36-40') Groundwater sample PA-TP2-3 collected TP-PA2-40 ND Completion Notes: ,

Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected.

-Borehole sealed to ground surface with bentonite.

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

.) Sample Intervals Depth Completion E (pCi/L)

Lithology Description Feet Ml

- 45 -

(46-50') Groundwater sample PA-TP2-4 collected TP-PA2-50 ND

- 50 -

- 55 -

- 60 -

(61-65') Groundwater sample PA-TP2-5 collected 7-TP-PA2-65 ND

- 65 -

- 70 -

- 75 -

Completion Notes: Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected. BNP- Protected Area

-Borehole sealed to ground surface with bentonite.

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 Sample Intervals Completion Depth E (pCi/L)

Lithology Description Feet C')

5 10 15 (16-20') Groundwater sample PA-TP3-20 collected TP-PA3-20 ND 20 25 (26-30') Groundwater sample PA-TP3-30 collected TP-PA3-30 ND 30 35 TP-PA3-40 (36-40') Groundwater sample PA-TP3-40!collected ND Completion Notes:

Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected.

-Borehole sealed to ground surface with bentonite. 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 Lithology Description 1 Feet 45 -

(46-50') Groundwater sample PA-TP3-50 collected TP-PA3-50 ND 50 -

55 -

60 -

I TP-PA3-60 ND

- 65 -

- 70 -

- 75 -

Completion Notes: Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected. BNP- Protected Area

-Borehole sealed to ground surface with bentonite. 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 Sample Intervals Depth Completion E (pCi/L)

Lithology Description Feet C/)

- 10 -

- 15 -

(16-20') Groundwater sample PA-TP4-20 collected TP-PA4-20 ND

- 20 -

25 -

(26-30') Groundwater sample PA-TP4-30 collected TP-PA4-30 ND 30 -

35 -

(36-40') Groundwater sample PA-TP4-40! collected TP-PA4-40 KIM Ii Completion Notes: Site:

-Grab groundwater samples*collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected:.

-Borehole sealed to grounde surface with bentonite.

BNP- Protected Area Southport, NC I

Page Project No.:

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 Sample Intervals Completion Depth E. (pCi/L)

Lithology Description CU Feet C,)

45 -

50 -

(60-64') Groundwater sample PA-TP4-54 collected TP-PA4-54 ND

- 55 -

- 60 -

- 65 -

- 70 -

- 75 Completion Notes: Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected.

-Borehole sealed to ground surface with bentonite.

BNP- Protected Area 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, Sample Intervals Completion Depth E (pCi/L)

Lithology Description Feet co, 4 +

5 -

10 -

15 -

20 -

25 -

30*-

35 -

Completion Notes:

Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.

-No soil samples collected.

-Borehole sealed to ground surface with bentonite.

BNP- Protected Area Southport, NC Project No.: Page 1 Project No.: Page 1

BORING LOG / WELL CONSTRUCTION REPORT S 07: Drill Rig: Geoprobe Date Drilled: 7/9/08 Logged By:

- CSilar / TSilar Boring Dia: 2 Inches Boring Number:

Completion Depth Lithology Description Feet 45 -

(46-50') Groundwater Sample PA-TP5-50 collected TP-PA5-50 ND 50 -

(54-58') Groundwater sample PA-TP5-58 collected 55 -

TP-PA5-58 ND

- 60 -

- 65 -

- 70 -

- 75 -

Completion Notes: Site:

-Grab groundwater samples collected at specified intervals using inertial pump sampling techniques.B

-No soil samples collected.

P BNP- Protected Area

-Borehole sealed to ground surface with bentonite.

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 TP-PA6-1 collected (4.5-5.0')

Soil Sample 5 -

Soil sample TP-PA6-2 collected (9.5-10')I Soil Sample 10 15 (16-20') Groundwater sample TP-PA6-1 collected TP-PA6-1 ND

@ 3066 pCi/L 20 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). Corntact between fill I

and native soils appears to be at 20.5'.

25 TP-PA6-2 ND@ 3926 pCi/L 30 Mii Gray silt with tr fine grain sand and shell fragments (<5%),

saturated.

35 (36-40') Groundwater sample PA-TP6-3 collected TP-PA6-3 ND 1:**,92 @ 3640 pCi/L 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 borehole to boring total depth (60' bgs)

BNP- Protected Area

-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, 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

___________________ Boring Dia: 6.5 Inches Nubr{ RMears / TSilar Sample Intervals Depth Completion E (pCi/L)

Lithology Description CU Feet U)

.4. - --

Gray medium-coarse grained sand with tr shells, saturated.

- 45 (46-50') Groundwater sample TP-PA6-4 collected TP-PA6-4 ND

@ 2997 pCi/L .. .. .. .

50 Tan fine to medium grained sand, well sorted, saturated.

,°

. = %,

° ,. ,......

55 (56-60') Groundwater sample TP-PA6-5 collected I

TP-PA6-5 ND

@ 2938 pCi/L1 60 -

Boring terminated at 60 ft bgs 65 -

70 75 -

<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:

E" CL Sample(~/) Intervals

(~iL

{ Completion Boring Dia:

Dph Depth Feet Lithology 6.5 Inches BoringNumber: MWPA7CI101C Description TSilar U ). . . i . . . . . . . . .

a a Soil Sample TP-PA7-1 collected (5-6')

5-Soil sample Soil Sample TP-PA7-2 collected (9-10')

Soil sample 10 -

15 -

(16-20') Groundwater sample TP-PA7-1 6ollected TP-PA7-1 ND

@ 3150 pCi/L 20 Gray silt with tr very fine grain sand, tr shell fragments.

25 (26-30') Groundwater sample TP-PA7-2 collected TP-PA7-2 ND@ 2860 pCi/L 30 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.

- 35 (36-40') Groundwater sample TP-PA7-3 Collected TP-PA7-3 ND

@ 2857 pCi/L 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)

BNP- Protected Area

-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 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)

BNP- Protected Area

-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 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)

(5-6') Soil Sample TP-PA8-1 collected e.

Soil Sample 5-(9-10') Soil sample TP-PA8-2 collected Soil Sample 10 -

15 -

(16-20') Groundwater screening sample TP-PA8-1 collected TP-PA8-1 ND

@ 3200 pCi/L 20 " " (20-20.5) Medium brown sand, (20.5-25) gray silt with very

- ........ fine sand, 21-23' saturated, 23-25 shell fragments and dry 25 (26-30') Groundwater sample TP-PA8-2 Collected TP-PA8-2 ND  %

@ 2661 pCi/L 30 Gray silt with shell fragments, highly saturated zone from 33.5-34.5', saturated zone from 31-32' 35 -

(36-40') Groundwater sample TP-PAB-3 collected TP-PA8-3 3004 pCi/L Completion Notes: t 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)

BNP- Protected Area

-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 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 Sample Intervals Depth Completion E (pCi/L)

Lithology Description Feet 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 45 -

(46-50') Groundwater screening sample 1TP-PA8-4 collected TP-PA8-4 3331 pCi/L 50 No recovery, sampler refusal encountered at 50" bgs.

55 (56-60') Groundwater screening sample TP-PA8-5 collected TP-PA8-5 ND I

@ 2914 pCi/L 60 -

65 -

70 -

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

-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

-Gr _P Southport NC I 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 0.

CE Sample Intervals (pCi/L)

Completion Depth Feet

[ Lithology Description U) _ _ __ __ _ _ _ _ _ _ _ _

S (4-5o) Soli Sample TP-PA9-1 collected Soil Sample 5-(9-10') Soil sample TP-PA9-2 collected Soil Sample 10 -

15 -

(16-20') Groundwater screening sample TjP-PA9-1 collected TP-PA9-1 ND

@ 2682 pCi/L 20 (90% recovery) 20-24.5 gray fine/very fine grained sand, shei fragments @ 24.5 bgs.

- 25 - Gray silt with shell fragments (26-30') Groundwater sample TP-PA9-2 collected TP-PA9-2 ND@ 2687 pCi/L

- 30 '.';. .. '.,.'.,., Gray very fine grain sand ,I--

-i* ** Dark gray silt with shell fragments, saturated

- 35 (36-40') Groundwater sample TP-PA9-3 collected TP-PA9-3 ND

>pt@ 2695 pCiNL 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)

BNP- Protected Area

-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 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 Sample Intervals Completion Depth E (pCi/L)

Lithology Description Feet U) 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.

- 45 (46-50') Groundwater sample TP-PA9-4 collected TP-PA9-4 ND

@ 2764 pCi/L 50 Light gray medium grain sand.

...... G%*o..,...

Light brown coarse grain sand

"..ht brown medium grain sand Light brown coarse grain sand 55 (56-60') Groundwater sample TP-PA9-5 Collected TP-PA9-5 ND

@ 2894 pCi/L 60 -

65 -

70 -

75 -

Completion Notes: Site:

-Vaccum excavation to approximayely 14' bgs

-Direct push drilling techniques using Geoprobe for groundwater screening from terminus of vaccum extrection borehole to boring total depth (60' bgs)

BNP- Protected Area

-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: 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 ,

5-Soil Sample Soil Sample (9-10') Soil sample TP-PA10-2 collected 10 15 S........ (16-20') Grouondwater sample TP-PA1 071 collected TP-PA1 0-1 ND @ 2913 pCi/L 20 Dark gray silt with little very fine grain sand, tr shell fragments, no structure, within backfill area, moist-dry 6tI 25 (26-30') Groundwater sample TP-PA10-2 collected TP-PA10-2 49,260 pCi/L 30 Dark gray silt with some very fine grain sand and tr shell fragements, more shells than 20-25, saturated, no structure 35 -

(36-40') Groundwater sample TP-PA10-3 collected TP-PA10-3

.o.eto40,690 pCi/L T

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 BNP- Protected Area 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 / 104C and MW-PA10B / 104B) and finished with flush mount manhole Southport, NC Page 1 Project No.:

Project No.: II 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)

(5-6') Soil Sample TP-PA1 1-1 collected I S

'Eý Soil Sample 'iý '. ,

5 (9-10') Soil sample TP-PA1 1-2 collectedI Soil Sample 10 -

15 -

(16-20') Groundwater screening sample TP-PA1 1-1 collected TP-PA1 1-1 ND @ 3043 pCi/L 20 Brown fine gr sand, dense 25 (26-30') Groundwater samnple TP-PA1 1-2 collected TP-PA1 1-2 4984 pCi/L 30 Brown fine grained sand with trace crushed stone (backfill),

some gray sand @ 33-33.5 35 (36-40') Groundwater sample TP-PA1 1-31collected i

TP-PA1 1-3 ND @ 3035

.'~:*" pCi/L 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)

BNP- Protected Area,

-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 Southport, NC Project No.: Pae Project No.: Page 1

45 (46-40') Groundwater sample TP-PA1 1-4 collected TP-PA1 1-4 ND @ 3214 pCi/L 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)

BNP- Protected Area

-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 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 a

Soil Sample TP-PA12-1 collected (5-6')

SS Soil Sample 5-Soil Sample TP-PA12-2 collected (9-10')

Soil Sample 10 15 (16-20') Groundwater sample TP-PA12-1 collected TP-PA1 2-1 ND @

2890pCi/L 20 Gray silt, loose i Gray clayey silt, trace shells, moist 25 (26-30') Groundwater sample TP-PA12-2 collected TP-PA12-2 ND @ 2934 pCi/L 30 Gray fine grained sand, saturated Gray fine grained sand with some shells, saturated

____._.__ *

• Gray silty fine grained sand, saturated m ............

35 -. Gray fine grained sand trace shells, moist

........... (36-40') Groundwater sample TP-PA12-3 collected i, mP-PA1 2-3 ...........

77,' ND @ 2914 ...........

j- pCi/L ...........

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)

BNP- Protected Area

-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 Project No.: Page 1 Project No.: Page 1

BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/15/08 Logged By:

Oar SV. , "i'es ]nV.

Boring Dia: 6.5 Inches I Boring Number: MWPA-12C/106C JMagee / TSilar Completion Depth Description Feet

- 45 (46-50') Groundwater sample TP-PA12-4 collected TP-PA1 2-4 ND @ 3109 pCi/L m

50 oler refusal encountered at 50 feet 55 (56-60') Groundwater sample TP-PA12-5 collected TP-PA1 2-5 ND @ 2685 pCi/L 60 65 -

70 -

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 borehole to boring total depth (60' bgs)

BNP- Protected Area

-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)

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 Lithology Description Feet No soil sample collected due to previousl refusal 45 (46-50') Groundwater sample TP-PA1 3-4 collected 50-n No soil sample collected due to previous refusal 55 (56-60') Groundwater sample TP-PA13-5 collected I

60 65 Jl 70 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 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

-Wells

-Groundwere redrilled elevation and Casing 20.06; installed on 4/24/2009 elevation 19.78 (MWPA-107B) and 19.81 (MWPA-107C)

NC ILSouthportl, 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 C.

Sample Intervals Completion Depth Lithotogy Description CaE (pCiL,) Feet U)

R Soil Sample 5 5 Soil Sample

- 10 -

- 15 -

No water (attempted to collect groundwater sample)

Z - 20 -

(21-25') Groundwater sample TP-PA14-1 collected TP-PA14-1 ND @ 2958 pCi/L.

- 25 -

- 30 i Gray silt abundant shells @ 32-33, Gray clayey silt

- 35 (36-40') Groundwater sample TP-PA14-2 collected TP-PA1 4-2 VND @2967 I SpCiIL_

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)

BNP- Protected Area

-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 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 / 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

-) Sample Intervals Depth Completion E (pCi/L)

Lithology Description Mo Feet C',

I + -

No recovery 45 -

(46-50') Groundwater sample TP-PA14-3 collected TP-PA14-3 ND @ 2928 pCi/L 50 -

55 - . . . .. . . . . . . .

Gray medium grain sand, well sorted.  !

TP-PA14-4 .. ::.::..;..::.::. (57-60') Groundwater sample TP--PA1 4-4 collected ND @ 2967 ..:.: ... :.:.:.:.: .

pCi/L 60 65 -

70 -

75 -

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)

BNP- Protected Area

-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: MWPA-15C1090 JMagee / TSilar Sample Intervals Depth S mpCompletion Lithology Description CpElet Feet U)

Soil Sample TP-PA1 5-1 collected (5-6')

[a -

Soil Sample 5

Soil Sample TP-PA15-2 collected (9-10')!

Soil Sample 10 -

15 -

(16-20') Groundwater sample TP-PA15-11 Icollected 20 -

TP-PA1 5-1 ND @ 3005 pCi/L 25 -

No recovery, very hard drilling at this location i

30 -

(31-35') Groundwater sample TP-PA1 5-2 collected TP-PA1 5-2 ND @ 2880 pCi/L ,

35 -

No recovery, refusal @ about 32', very hard

____________ J _____________ +/- *1 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,(48' bgs)

BNP- Protected Area

-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 Southport, NC I Page 1 Project No.:

Project No.: Page I

BORING LOG / WELL CONSTRUCTION REPORT

• I-,*i e* r0*

Drill Rig: Geoprobe Date Drilled: 9/16/08 Logged By:

Boring Dia: 6.5 Inches Boring Number: MWPA-5C/109C IJMagee / TSilar Completion Depth Lithology Description Feet

• 1 t (41-45') Groundwater sample TP-PA15-3 collected 45 -

- 50 -

Attempt to collect groundwater samples at 51-55' bgs and 56-60' bgs, no recovery of groundwater

- 55

- 60 -

- 65 -

- 70 -

- 75 -

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 Drill BORING Rig: LOG GeoprobeWELL Date CONSTRUCTION Drilled: 9/17/08 REPORT 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 TP-PA16-1 collected (5-6')

a 4t a

Soil Sample

- 5-Soil Sample TP-PA16-2 collected (9-10')

Soil Sample

- 10 -

- 15 -

- 20 -

(21-25') Groundwater sample TP-PA16-1, collected TP-PA16-1 ND @ 2810 pCi/L ý

- 25 -

Soil sampler refusal, could not advance soil sampler

- 30 -

(31-35') Groundwater sample TP-PA16-2 collected TP-PA16-2 ND @ 3214 pCi/L

- 35 -

Sampler refusal 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 (55' bgs)

BNP- Protected Area

-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 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 Sample Intervals'.

Completion Depth E (pCi/L)

Lithology Description Feet

+

(41-45') Groundwater'sample TP-PA16-3 collected TP-PA1 6-3 ND @ 2979 pCi/L 45 -

50 -

(51-55') Groundwater sample TP-PA16-4 collected TP-PA1 6-4 ND @ 2817 55 -

- 60 -

- 65 -

- 70 -

- 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 (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 BORING LOG / WELL CONSTRUCTION REPORT 0lr Ic Drill Rig: Geoprobe Date Drilled: 9/5/08 Logged By:

Boring Dia: 6.5 Inches Boring Number: MWPA-17BICI111BIC T Silar Depth Description Feet 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 25 No recovery, could not advance soil sampler 30 (31-35') Groundwater sample TP-PA17-2 collected TP-PA1 7-2 5330 pCi/L 35 Sampler refusal 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)

BNP- Protected Area

-Groundwater screening samples collected using inertial pump sampling method

-Two 1" PVC monitoring well installed in borehole (MWPA-17C/ 111C and MW-178 / 111B) and finished with flush mount manhole

-Ground Elevation 20.1; Casing Elevation 19.61 (MWPA-17B/ 111B) and 19.87 (MWPA17C/ 111C) Southport, NC Project No.: I Page 11 Project No.: Page

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 Sample Intervals O..

C- Completion Depth E (pCi/L)

Lithology Description Feet U,)

-~ 4 Groundwater sampling attempted, no groundwater could be recovered 45 -

50 -

(51-55') Groundwater sample TP-PA17-5 collected TP-PA1 7-5 5330 55 -

60 -

65 -

70 -

75 -

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 / 11lC and MW-17B / 1118) and finished with flush mount manhole Southport, NC

-Ground Elevation 20.1; Casing Elevation 19.61 (MWPA-17B/ 111B) and 19.87 (MWPA17C/ 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 TP-PA18-1 collected (5-6')

Soil Sample 5-Soil Sample TP-PA18-2 collected (9-10')

Soil Samplei 10 -

'LA 15

........... Dark brown medium grain sand, saturated 20 (21-25') Groundwater sample TP-PA1 8-1 collected TP-PA168-1.,

9,347 pCi/Ln"r 25 Sampler refusal 30 (30-34') Groundwater sample TP-PA18-2 collected TP-PA18-2 22,370 pCi/L 35 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: MWPA-t9CI113C Bryan Sladky

.) Sample Intervals Depth CL Completion Lithology Description E (pCi/L) Feet Soil Sample TP-PA1 9-1 collected (5-6')

Eý Soil Sample 5-Soil Sample TP-PA19-2 collected (9-10')

Soil Sam 10 -

15 -

Light brown coarse to medium grain sand Brown medium grain sand,saturated Brown medium grain sand 20 -

(21-25') Groundwater sample TP-PA1 9-1 collected TP-PA1 9-1 ND @ 2790 pCi/L 25 -

No recovery, sampler refusal 30 -

(31-35') Groundwater sample TP-PA19-2 collected TP-PA19-2 ND @ 2882 pCi/L 35 -

Sampler refusal 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 (45' bgs)

BNP- Protected Area

-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.: 1 I Page Page 1 Project No.:

BORING LOG / WELL CONSTRUCTION REPORT SS Drill Rig: Geoprobe . Date Drilled: 9/18/08 Logged By:

,i , Boring Dia: 6.5 Inches Boring Number: MWPA-19C/113C Bryan Sladky "a Sample Intervals-I Completion Depth E (pCi/L)

Lithology Description Feet C,)

t t (41-45') Groundwater sample TP-PA19-3 collected TP-PA1 9-3 ND @ 3246 pCi/L 45 -

50 -

55 -

60 -

65 -

70 -

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 (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 completion C. Lithology Description E (pCi/L) Feet

_U)

Soil Sample TP-PA20-1 collected (4-5')

• S

• S Soil Sample 5

Soil Sample TP-PA20-2 collected (9-10')

Soil sample 10 77 15 777= Light brown fine-medium grain sand, trace silt, med. moist to wet Ez_

20 (21-25') Groundwater sample TP-PA20-1 collected TP-PA20-1 ND @ 3117 pCi/L 25 No recovery- soil hardness welded threads together on piston sampler.

30 (31-35') Groundwater sample TP-PA20-2 collected TP-PA20-2 ND @ 3339 pCi/L 35 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; Ca*irg 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 TP-PA21-1 collected (4-5')

S Soil Sample 5

Soil Sample TP-PA21-2 collected (9-10')

Soil Sample 10 41 15 Brown Fine to medium grained sand, moist 20 (21-25') Groundwater sample TP-PA21-1 collected TP-PA21-1 41,830 pCi/L 25 30 (31-35') Groundwater sample TP-PA21-2 collected TP-PA21-9,219 pCi, 35 Completion Notes:

Site:

-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)

BNP- Protected Area 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 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? Sample Intervals Completion Depth E (pCi/L)

Lithology Description Feet CU (41-45') Groundwater sample TP-PA21-3 collected TP-PA21-3 7,401 pCi/L 45 -

50 -

(51-55') Groundwater sample TP-PA21-4 collected TP-PA21-4 ND @ 3006 pCi/L 55 -

Refusal

- 60 -

- 65 -

-707

- 75 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

-1" PVC monitoring well installed in borehole and finished with flush mount manhole SSOU NC 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 D iae.pnhstoihNme:

Boringneral WA2C16C BynSak L ntervals Completion Lithology Description E (pCi/L) Feet Soil Sample TP-PA22-1 collected (4-5')

5-Soil Sample TP-PA22-2 collected (9-10')

10 -

15 -

20 -

(21-25') Groundwater sample TP-PA-22-1 collected 25 30 (31-35') Groundwater sample TP-PA-22-2 collected 35 Completion Notes:

Site:

-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 BNP- Protected Area 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

-1VPVC monitoring well Southport, NC Project No.: Page 1 Project No.:

I Page 1

BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe iDate Drilled: 9/02/08 Logged By:

ttýý,:rvic- 1,10, silar Boring Dia: 6.5 Inches Boring Number: 'MWPA-22CI116C Bryan Sladky Completion Description (41-45') Groundwater sample TP-PA-22-3 collected (51-55') Groundwater sample TP-PA-22-4 collected 60 -

65 -

- 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.-

a Soil Sample TP-PA23-1 collected (4-5')

Soil Sample 5-Soil Sample TP-PA23-2 collected (9-10')

Soil Sample 10 -

15 -

20 -

(21-25') Groundwater sample TP-PA23-1 collected TP-PA-23-1 ND @ 3002 pCi/L 25 -

30 -

(31-35') Groundwater sample TP-PA23-2 collected TP-PA-23-2 ND @ 3656 pCi/L 35 Completion Notes:

Site:

-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)

BNP- Protected Area

-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 Southport, NC Project No.: Page 1 Project No.: Page 1

BORING LOG / WELL CONSTRUCTION REPORT Drill Rig: Geoprobe Date Drilled: 9/02/08 Logged By:

Silar service., Ine MWPA-23CI117C Bryan Sladky Boring Dia: , 6.5 Inches Boring Number:

Completion Depth Lithology Description Feet

.4 4 (41-45') Groundwater sample TP-PA23-3 collected TP-PA23-3 ND @ 2793,ý pCi/L 45 -

50 -

(51-55'.) Groundwater sample TP-PA23-4 collected TP-PA23-4,'

ND @ 3029.

pCi/L 55 -

p - 60 -

- 65 -

- 70 -

- 75 -

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 (55' bgs)

BNP- Protected Area

-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 Drill Rig: LOG Geoprobe / WELL Date CONSTRUCTION Drilled: 9/03/08 REPORT Logged By:

ýrvieýý, I"c. Boring Dia: 6.5 Inches Boring Number: MWPA-24BICI118BIC Bryan Sladky Sample Intervals Depth ME (p~i/L)

CL Completion Feet Lithology

• Description U)0 Soil Sample TP-PA23-1 collected (4-5)

Soil Sample 5-Soil Sample TP-PA23-2 collected (9-10')

Soil sample 10 -

15 -

20 -

(21-25') Groundwater sample TP-PA-24-1 collected TP-PA22-1 ND @ 2887 pCi/L 25 -

30 -

(31-35') Groundwater sample TP-PA-24-2 collected TP-PA22-2 ND @ 2906 pCi/L 35 -

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 (65' bgs)

BNP- Protected Area

-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 / 118C and MWPA-24B / 1186) and finished with flush mount manhole

-Ground Elevation 19.96; Casing Elevations: 19.51 (MWPA24B / 118B) and 19.51 (MWPA-24C/ 118C).

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 Sample Intervals Completion Depth E (pCi/L)

Lithology Description Co Feet C',

-~ 4 (41-45') Groundwater sample TP-PA-24-3 collected TP-PA22-3 ND @ 2793 pCi/L 45 -

50 -

(51-55') Groundwater sample TP-PA-24-4 collected TP-PA22-4 ND @ 3029 pCi/L 55 -

60 -

(61-65') Groundwater sample TP-PA-24-5 collected TP-PA22-5 ND @ 2907 pCi/L 65 -

70 -

75 -

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/ 118C and MWPA-24B / 118B) and finished with flush mount manhole Southport, NC

-Ground Elevation 19.96; Casing Elevations: 19.51 (MWPA24B I 118B) and 19.51 (MWPA-24C/11 BC).

Project No.: Page 2

ss. GroundwaterAssessment Report ProtectedArea Brunswick NuclearPower 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 # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (9pm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION. INC.

Well Cfilfiaclor Company Name f. DISINFECTION: Type NIA Amount N/A S T*IPDDRESS 176 COMMERCE BLVD g. WATER ZONES (depth):

From To From_ To STATSVIILLE NC 28625 From___ To From_ To

" " ity'or'Town Slate Zip Code From_ _ Tno From_ To 70 . 872-7686 Area'6de- Phone number 6. CASING: Thickness/

2. WELL'TIAFORMATION: Depth DiiAnqer W 'ghj Material From 0.0 To 15.0 Ft. 1 PVC SITE WELL ID #(if applicable). MWPA-6 Frcm To Ft.

STATE WELL PERMIT#(if applicable).

Frcm_ To_ Ft.

DWQ or OTHER. PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring 8J Municipal/Public [-I 7. GROUT: Depth Material Method Fron 0.0 To 4.0 Ft. Portland benionile SLURRY lndustrial/Commercial 0 Agricultural 0 Recovery 0 Injection E Frcm To Ft.

Irrigationio Other 0 (list use) Frcm - To__ Ft.

DATE DRILLED 09/11/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM C3 Frcm 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To Ft. in, in.

CITY: SOUTHPORT COUNTY BRUNSWICK From__ _ To_ Ft. in. "_ in, POBOX 10429 28419

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision. Lot No.. Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING: 35 From 13.0 To .0 Fl. 20-40 Fine Silica Sand ISIope oValley OFlal ORidge C Other From To_ _ Ft.

(check appropriate box)

From____ To Ft. -

LATITUDE May Ie inldcyrueb, IllillULes, seconds o.-

10. DRILLING LOG LONGITUDE In a (rlcinial 16imfala From To Formation Description Latitude/longitudc source: OGPS oTopographic mapl 0.0 8.0 GRAVEL (location of we/# must be shown on a USGS topo map ano 8.0 20.0 BROWN SAND attached to this form it not using GPS) 20.0 30.0 GRAY SAND SILT

4. FACILITY. is the name or thebusiness 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 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Phone number I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 1CA 2C, WE. i. ICONSIRUCTIONANOARDS. AND THAT A COPY OF THIS E -HAS BEEN IPROVIDED TO, ELL OWNER.

a. TOTAL DEPTH: 30.0 Ail- . ,., ,". --.. 4 .10/01/08

b. DOES WELL REPLACE EXISTING WELL? YES IL NO L 'SIGNAT E OF CERTIFI -NTRACTOR, DATE

c. WATER LEVEL Below Top of Casing: ___ F_ JOHNN'Y BURR (Use "+"if Above Top of Casing)

PRINTED 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

NtON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of EnvironnmCnt and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTRACTOR:

d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (individual) Name

e. YIELD (gpm) N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DISINFECTION: Type N/A 'Amount N/A 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS From - To_ From_ To STATESVILLE NC 28625 From_ _ To_ _ From_ To City or Town State Zip Code From - To From_ To (704 . 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter Weioht Material From 0.0 To 15.0 Ft. SC1140 PVC SITE WELL ID #(if applicable) MWPA-7 STATE WELL PERMIT#(if applicable)_ From - To_ Ft._ _

From _To_ _ Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring QJ Municipal/Public I-I 7. GROUT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonite SLURRY Industrial/Commercial ] Agricultural El Recovery 0 Injection (-I Irrigationo O!her D (list use). From To Ft.

From To Ft.

DATE DRILLED 09/15/08 - 09/18/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM Li From 15.0 To 30.0 Ft. 1.0 in. .010 in, PVC

3. WELL LOCATION:

From _ To _ Ft. in. _ in.

CITY: SOUTHPORT COUNTYBRUNSWICK From , Too Ft. in. _ in.

POBOX1042g 28419 9. SAND/GRAVEL PACK:

(Street Name7_4Umbers, Community, Subdivision. Lot No., Parcel. Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13 0 To 30.0 Ft. 20-40 Fine Silica Sand Slope V.ie 0Flat oRidge EDOther From To Ft.

(ch,'k appropriate box)

From To Ft.

LATITUDE- ' - _I May be in degrees.

minutes. seConds or

10. DRILLING LOG LONGITUD . in a decimal formil From To Formation Description Latitude/Ioni itude source: OGPS oTopographic map 0.0 10.0 GRAVEL (location oA well must be shown on a USGS topo map and 10.0 18.0 BROWN SAND attached to this form if not using GPS) 18.0 30.0 GRAY SANDY CLAY

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 PO BOX 10429 SOUTHPORT NC 28419 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4 0 to 13.0 Feet.

Area code - Phone number DO HEREBY CERTIF -(THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCAC 2-, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS REC*D HAS BEEN PROVIDEDTO THE)iLL OWNER.

a. TOTAL DEPTH: 30.0 K Ai -- 11.1 1 10/01/08

-- -- W ýv -

b. DOES WELL REPLACE EXISTING WELL? YES _J NO p. DATE FyV BCERTIFIERR

c. WATER LEVEL Below Top of Casing: 20.0 FT 0V igrfYBURR (Use "+"if Above Top of Casing)

PRINTED 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 CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From. _ To_ From_ To_

STATESVILLE NC 28625 From. _ To_ _ From_ To City or Town State Zip Code From. To_ From - To 704 . 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter Weioht Material From 0.0 To 15.0 Fl. 1 INC H Scr40 PVC SITE WELL ID #(if applicable)_ MWPA-8 From T To Ft._

STATE WELL.PERMIT#(if applicable).

From T0o Ft. -

DWQ or OTHER PERMIT #(if applicable)_

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring K Municipal/Public U From 0.0 To 4.0 Ft. Portland benionite SLURRY Industrial/Commercial 0 Agricultural 0 Recovery E] Injection [3 From _ To Ft.

IrrigationO Other C1 (list use)

From - To_____ Ft.

DATE DRILLED 09/15/08 - 09/18/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM El PM E:

From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From _ _-_ To Ft. in. - in.

CITY: SOUTHPORT COUNTY BRUNSWICK From To - Ft. in. _ in.

POBOX 10429 28419

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Codei Depth Size Material TOPOGRAPHIC / LAND SETTING: To 30.0 Ft. 20-40 Fine Silica Sand From 13.0 ElSIope EValley EJFlat EiRidge [i Other From To_ Ft._

(check appropriate box)- _

From To _ Ft.

LATITUDE _ May be in degrees.

..minutes, seconds or 10. DRILLING LOG LONGITUDE in a decih1,1 lormati From To Formation Description Latitude/longitude source: ciGPS oTopographic Map 0.0 10.0 GRAVEL (location of well must be shown on a USGS topo map and 10.0 18.0 BROWN SAND attached to this form ff not using GPS) 180 30.0 GRAY SANDY CLAY

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 SOUTHPOR'Týil NC 28419 City or Towi.t State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 10429 SOUTHPORT NC 28419 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Pfhione number 1OOHEREBY CERTIF Y' THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAIL"S" 15A NCAC 2U. WELL C:ONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOUD HAS BEEN PROVIDED TO THE )LL OWNER.

a. TOTAL DEPTH: 30.0 fj4l. ýw / 4 r 10/01/08

b. DOESWE'LL REPLACE EXISTING WELL? YES - NO P SJ0MKTERTFIEL~ e~TMAe"R DATE

c. WATER IVEL Below Top of Casing: 20.0 FT. fPrJOHIWY BURR 4(se "+" if Above Top of Casing)

PRINTED 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

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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC1VpLORATION, INC.

Well Contractci'iCompany Name I. DISINFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES (depth):

From - To_ From_ To STATESVILLE NC 28625 From- To_ _ From - To City or Town State Zip Code Froim To_ _ From - To 704

£ . 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth DiameJer Weihl Material From 0.0 To 15.0 Ft. 1 INC SHr PVC SITE WELL ID #(if applicable)_ MWPA-9 STATE WELL PERMIT#(if applicable)

From o To Ft._

From To_ Ft. -

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring E1 Municipal/Public 2_

7. GROUT: Depth Material Method Industrial/Commercial C] Agricultural E] Recovery ] Injection [_ From 0.0 To 4.0 Ft. Portland bentonite SLURRY Irrigation)] Other 0 (list use) From To Ft.

From 0TO Ft.

DATE DRILLED 09/15/08 .09/18/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM [] PM Ci From 15.0 To 30.0 Ft. 1.0 in. 010 in. PVC

3. WELL LOCATION:

From _ _ To Ft. in, in.

CITY: SOUTHPORT COUNTY BRUNSWICK From- To Ft. in. in.

PO BOX 10429 28419

9. SANDIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Codei Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 . To 30.0 Ft. 20-40 Fine Silica Sand 0Slope IValley )]FIalat rRidge Li Other From __ To_ Ft.

(check appropnate box)

From To -- Ft._

LATITUDE May be in degrees minutes, seconds or 10. DRILLING LOG LONGITUDE in Adecimal Orrmiý From To Formation Description Latitude/longitude source: C]GPS rJTopographic map 0.0 10.0 GRAVEL (location of wet/ must be shown on a USGS topo map and 10.0 18.0 BROWN SAND attached to this form if not using GPS) 18.0 30.0 GRAY SANDY CLAY

4. FACILITY- is the name ofthe 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 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4,0 to 13.0 Feet.

(il___

Area code - Phone number I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15,CAC-2C, WELL CONSTRUCTION SbNDARDS, AND THAT A COPY OF THIS ELL WOINTR,

a. TOTAL DEPTH: 30.0 VICERTOE

• DATSUBEENP*O

b. DOES WELL REPLACE EXISTING WELL? YES Ll NO -

r WIGNATAWOFCERTIFIE17ýELL ONTFFACTOR D0/1/0

c. WATER LEVEL Below Top of Casing: 20.0 FT. JOHNttNY BURR (Use "+" if Above Top of Casing)

PRINTED 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

'I ~Ir NON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Deparmeticii or E*nironmelit and Natural R,:sources- Division of Water Quality WELL CONTRACTOR CERLTIFICATION # 3098

1. WELL CONTRACTOR:

d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminaled at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contraclor (Individual) Name

e. YIELD (gpm): NIA METHOD OF TEST N/A GEOLOGIC EXPLORATION. INC.

Well Contractor Company Name f. DISINFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCEBLVD 9. WATER ZONES (deplh):

I:ron To From_ To STATESVILLE NC 28625 From To - From_ To_

City or Town State Zip Code F:rom___ To- From To

.,704( . 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Dimtqer WPvh Material c

From 0.0 To 50.0 Ft._11 PVC SITE WELL ID #(if applicable) MWPA-10D, lOS From 0.0 To 15.0 Ft. 1 INCH SCH40 PVC STATE WELL PERMIT#(if applicable).

Frcom To Ft.__

DWQ or OTHER PERMIT #(if applicable)_

7. GROUT: Deplh Material Method WELL USE (Check Applicable Box) Monitoring [] Municipal/Public [;I From 0.0 To 4.0 Ff. Portland benionile SLURRY Induslrial/CommercialCI Agricultural[] RecoveryC0 Injection Irrigatlion Other [1 (list use) Frcm Tu Ft.

Frcm_ To__ Ft.

DATE DRILLED 09/09/08.09/11/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 P&I [I Frcm 50.0 To 60.0 Ft. 1.0 in. .010 in, PVC

3. WELL LOCATION:

Frcm 15.0 To 30.0 FtIl0 in. .010 in. PVC CITY: ,SOUTHPORT COUNTY BRUNSWICK From _

-__ To Ft. in. _ in.

POE8OX10429 28419

9. SAND/GRAVEL PACK:

(StretName, Numbers, Community. Subdivision. Lot No.. Parcel, Zip Code) Deplh Size Material TOPOGRAPHIC / LAND SETTING:

From 48.0 To 60.0 Ft. 20-40 Fine Silica Sand 0 Slo I.Valley 0Flat I-Ridge 0 Other-From 13.0 To 35.0 FI, 20-40 Fine Silica Sand

. 'checkappropriate box)

• jLATITUDE May br in dcgreeý. *From To_ _ Ft._

LATIiTUDEs seconds o 10. DRILLING LOG LONGITUDE ______ in a dcc linia Ibnma.

From To Formation Description Latitude/longitude source: c3GPS []Topographic nap 0.0 8.0 GRAVEL (location of well must be shown on a USGS topo map ano 8,0 40.0 BROWN SAND attachedto this form ff not using GPS) 40.0 60,9 GRAY SAND SILT

4. FACILITY. is the name of the ousiness where th well is iocaieo FACILITY ID #(if applicable)_ _ _ __

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 11. REMARKS.

City or Town State Zip Code Bentonite Holeblock from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.

Area code - Phone number IDO H, CBY CER'IFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 5, WELL DETAILS: ISA ".2qWELL CONýTRUCT ON STAARDS. AND THAT A COPY OF THIS ReE ..

• IDED O THEO. K OWNER,

a. TOTAL DEPTH: 60.0, 30.0 10/01/08

b. DOES WELL REPLACE EXISTING WELL? YES [- NC IF IGNATURI O*F CERTIFIED LLCNTRACTOR DATE

c. WATER LEVEL Below Top of Casing: __T. JOHNNY BURR (Use "+" if Above Top of Casing)

PRINTED 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

'dM1

.-.'r~ \'~~ NON RESIDENTIAL WELL CONSTRUCTION RECORD

-- Itt, North Carolina IDeparuncnt m l intr enl and Natu'al Resources- l)ivision nf Water Quality INC, CON'rRACTOR CERTIFICATION # 3098 WELL Name 1; WELL CONTRACTOR:

1; WELL CONTRACTOR: BURR(Individual)

d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY EXPLORATION, JOHNNY Conlractor BURR *Top of casing terminated at/or below land surface may require Well Eavariance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name GEOLOGIC METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC. e. YIELD (gpm): N/A Well Contractor Company Name f, DISINFECTION: Type N/A Amount N/A 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS From__ Toi - From - To STATESVILLE NC 28625 City or Town From___ Toi From To_

SLate Zip Code From______ To From To_

704 - 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Deplh Diaimter Wsohtý Material From 0.0 To 15.0 Ft, 1 IN Si-4 PVC SITE WELL ID #(if applicable) MWPA-11 From____ TTu F._

STATE WELL PERMIT#(i applicable),

Frc,m___ To_ Ft. -

DWQ or OTHER PERMIT #(if applicable)__

WELL USE (Check Applicable Box) Monitoring ID Municipal/Public (-I 7. GROUT: Deplh Material Method Industrial/Commercial 0 Agricultural 0 Recovery I. Injection From 0.0 To 4.0 Ft. Portland bantonite SLURRY Irrigationo Other 0 (list use) From _ To Ft.

From____ To_ _ Ft.

DATE DRILLED 09/11/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM D PM  :

From 15.0 To 30.0 Fl, 1.0 in. .010 - in, PVC

3. WELL LOCATION:

From - To Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK From_ To___ Ft. in. _ in, PO BOX 10429 28419

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community. Subdivsion, Lot No.. Parcel, Zip Code)

Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 35.0 Fl. 20-40 Fine Silica Sand rSIope oValley 0F17al rCRidge 0 Other (check appropriate box) From- __ To FL,_

From To_ _ Ft.

LATITUDE LONGITUDE

_May bc in dcgre,',

Ininiuti, secunds (r in a drcimal formal

/ 10. DRILLING LOG From To Formation Description Latitude/longitude source: oGPS oTopographic map 0.0 8.0 GRAVEL (location of well must be shown on a USGS topo map and 8.0 20.0 BROWN SAND attached to this form if not using GPS) 20.0 30.0 GRAY SAND SILT

4. FACILITY- aTthe name of ihe business where the well is locatea, 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 11. REMARKS:

Clitybr Town Slate Zip Code Bentonile seal from 4.0 to 13.0 Feet.

Area code - Phone number t oo I**RtBY CERTiIFY THAT T~ils WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL',ETAI LS: iS . . (, WELL CONSlItUCTION S DARDS, AND THAT A COPY OF THIS a 6vioeo, T7zos Ti L WNER.'

a., TOT.D,DEPTH: 30.0

b. DOESV*ELL REPLACE EXISTING WELL? YES [ NO El GNAfU:&F CERTIFIED r.LL CONTRACTOR DATE c.. WATER LEVEL Below Top of Casing: F___ JOHNNY BURR.

1.." (Use "+"if Above Top of Casing)

PRINTED 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

IVON RESIDENTIAL WELL CONSTRUCTION RECORD.

North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTIAC TOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm) N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DISINFECTION: Type N/A Amount N/A

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From - To From_ To STATESVILLE NC 28625 City or Town State From. To From_ To Zip Code From--- To_ _ From_ To (704 _-872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diateter Weipht Material From 0.0 To 15.0 Ftl.1 INCH SC04 PVC SITE WELL ID #(if applicable) MWPA-12 STATE WELL PERMIT#(if applicable)_

From ---- _ To . . Ft._

F rom Tro Ft. -

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 2 Municipal/Public 1-1 Industrial/Commercial LI Agricultural 0 Recovery 0 Injection i- From 0.0 o04.0 Ft. Portland bentonite SLURRY From To Ft.

Irrigationo Other [] (list use)

From To Ft.

DATE DRILLED 09/15/08 - 09/18/08 8. SCREEN: Depth Diameter Slot Size Materiai TIME COMPLETED AM 0 PM O From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To _ Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK From - To Ft. in. in.

PO BOX 10429 28419

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel. Zip Code' Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 30.0 Ft, 20-40 Fine Silica Sand 0Slope OValley EtFIat ORidge [] Other From _ To Ft._

(check appropriate box) _

From _ To_ Ft.

LATITUDE May be indegires.

minutes, seconds oU

10. DRILLING LOG LONGITUDE in a decimal ibrrrai From To Formation Description Latitude/longitude source: oGPS 0Topographic map 0.0 10.0 GRAVEL t

(location of well must be shown on a USGS opo map and 10.0 18.0 BROWN SAND attached to this form ff not using GPS) 18,0 300 GRAY SANDY CLAY

4. FACILITY- is the name of the business where the welI 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 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Phone number IDO HEREBv CERTIFY THAT THIS WELL WAS CONSTRUCTED INACCORDANCE WITH

5. WELL DETAILS: l1 CAC 2C, WELL CDNSTRLICTIONaANDARDS, AND THAT A COPY OF THIS RS BEEN OVIDED TO OffT"NELL OWNER

a. TOTAL DEPTH: 30.0 011177110/01/08

b. DOES WELL REPLACE EXISTING WELL? YES [J NO R*] DATE I PrSIGNATL0 OF CERTIFII"'VVE[LtCO0NTWCTOR

c. WATER LEVEL Below Top of Casing: 20.0 FT. JOHNNY BURR (Use "+"if Above Top of Casing)

PRINTED 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

t ,-- 4~

NON RESIDENTIAL 'ELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2402

1. WELL CONTRACTOR:

d. TOP OF CASING IS 0.0 FT. Above Land Surface' MIKE MCCONAHEY *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRE'SS From To From To STATESVILLE NC 28625 SFrom To_ From_ To City or Town State Zip Code From_ To_ From_ To 704 - 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter We iht Material From 0.0

• To 50.0 Ft. 1 INCOH SC40 PVC SITE WELL ID #(if applicable) MW-PA-13A, MW.PA-13B From 0.0 To 15.0 Ft. 1 INCH SCH 40 PVC STATE WELL Pý,FMIT#(if applicable)

From - To_ _ Ft._

DWQ or OTHE PERMIT #(if applicable)_

7. GROUT: Depth Material Method WELL USE (ChecA pplicable Box) Monitoring E Municipal/Public oI From 1.0 To 2.0 Ft. Potland bentonite SLURRY Indlsr~ia:l/oCore ;a.[] Agricultural L] Recovery [- Injection E] To Ft.

From Irrigationo, t LE]i(list use)

From - To_ Ft.

DATE DRILLE 04/23/09 - 04/24/09

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLET ED1 AML7 PM El

.From 50.0 To 60.0 Ft. 1.0 in, .010 - i6. PVC

3. WELL LOCATION:

From 15.0 To 300 Ft. 1.0 in, .010 in. PVC CITY: SOUTHPORT COUNTY BRUNSWICK From To_ Ft. in, _ in.

PO BOX 10429 284,19

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdir.sion Lot No., Parcel, Zip Code)

Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 47.0 To 60,0 Ft. 20-40 FINE SILICA SAND 0Slope OValley DFlat LIRidge C] Other From 13.0 To 30.0 Ft. 20-40 FINE SILICA SAND (check appropriate box)

From To_ Ft._

LATITUDE _ May be in degrees, minutes, seconds or

10. DRILLING LOG LONGITUDE in a decimal lbrmsi From To Formation Description Latitude/longitude source: E]GPS EiTopographic map 0.0 1.0 .MANHOLEICONCRETE (location of well must be shown on a USGS topo map and 1.0 13.0 HOLE BLOCK attached to this form if not using GPS) 13.0 31.0 SAND - 2

4. FACILITY- is the name of the business where the well ,s located, 31.0 47.0 BENTONITE FACILITY ID #(if applicable)_ 47.0 62.0 SAND - 2 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 11. REMARKS:

City or Town State Zip Code BENTONITE SEAL FROM 31.0 TO 47.0 FEET & 2.0 TO 13.0 FEET Area code - Phone number HDO CERTY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 1AyA 2c WiCONSTRUCT IS HA COPY OF THIS

a. TOTAL DEPTH: 60.0 FEET/30.0 FEET R EJ T PRO Ds H~AT.~

b. DOES WELL REPLACE EXISTING WELL? YES L[ NO E] SIGNATURE OF *RTIFIED WELL DATE

c. WATER LEVEL Beow Top of Casing: 12.0 FT. MIKE MCCONAHEY (Use '+" if Above Top of Casing)

PRINTED 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

INON RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resoirces- D)ivision of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR 'Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC,2C .0118.

Well Contractor (Indivdual) Name

e. YIELD (gpm): .N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DISINFECTION: Type_ N/A Amount N/A

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From -- To--To From - To STATESVILLE NC 28625 From To From To City or Town State Zip Code From - To__ From - To (704c -872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diam*ter Weioht Material From 00 To 15.0 Ft. 1 IN SC40 PVC SITE WELL ID #(if applicable) _MWPA-14 From _ 1o _ Ft.

STATE WELL PERMIT#(it applicable)

From.-_ To- Ft._

DWQ or OTHER PERMIT #(if applicable)*

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring EI Municipal/Public 7 Industrial/Commercial [ Agricultural 0 Recovery C Injection Li From 0.0 To 4.0 Ft. Portland bentonite SLURRY Irrigationo Other 0 (list use) From.___ To____ Ft.

From 1o Ft.

DATE DRILLED 09/16/08 - 09/19/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 0 PM I' From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To_ _ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK From To_ __ Ft. in. - in.

PO BOX 10429 28419

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community. Subdivision, Lot No.. Parcel, Zip Code.

Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand r- Slope rValley [IFlat 0 Ridge 0 Other From To Ft.

LATITUDE(ck*h

• appropriate box) May be in degrees, From To Ft.

minutes, seconds o, 10. DRILLING LOG LONGITUDE in a decima formai From To Formation Description Latitude/longitude source: C]GPS EiTopographic map 0.0 4.0 ASPHALT (locaton of well must be shown on a USGS topo map and 4.0 10.0 GRAVEL attached to this form if not using GPS) 10.0 18.0 BROWN SAND 4 FACILITY. is thel' ame of the business where the well is localed. 18,0 30.0 GRAY SANDY CLAY FACILITY IDQ(if applicable)_ ________

NAME OF FA-ILITY PROGRESS ENERGY STREET AD ESS PO BOX 10429 SOUTHP .NC 28419 City or-.C2 . State Zip Code CONTACT" P* SON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT' NC 28419 11. REMARKS:

i City or Town State Zip Code Bentonite seal from 4.00 o13.0 Feet.

Area code - Phone number 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15 AC C. WELL CONSTRUCTION S5 CDARDS, AND THAT A COPY OF THIS Uý RD )VIDD M0 /EL OWNER.

a. TOTAL DEPTH: 30.0 10/01/08

b. DOES WELL REPLACE EXISTING WELL? YES C1- NO PO TU9R7UO DATE I P*IGNATU OF CERTIFIER "EL -0 I J'OHFNNY BU-RR

c. WATER LEVEL Below Top of Casing: 20.0 FT.

(Use "+"if Above Top of Casing)

PRINTED 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

r NON RESIDENTIAL WELL CONSTRUCTION RECORD

(\r North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC. e. YIELD (gpm): N/A METHOD OF TEST N/A Well Contractor Company Name f. DISINFECTION: Type N/A Amount N/A

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From_ To _ From_ To STATESVILLE NC 28625 From To From To City or Town State Zip Code From_ _ To___ From_ To (704_ -872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter We*hIT Material 0 0 S6 PVC From . To 15.0 Ft. 1 INCH SITE WELL ID #(if applicable) MWPA-15 From To_ Ft._

STATE WELL PERMIT#(if applicable)

From _ To_ _ Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring El Municipal/Public r- 7. GROUT: Depth Material Method 0

Industrial/Commercial ] Agricultural 0 Recovery E Injection 0 From 0.0 To 4. Ft. Portland bentonite SLURRY Irrigation0 Other E] (list use) -

From- To _ Ft.

From To_ Ft.

DATE DRILLED 09/16/08- 09/19/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AMO PMO From 15.0 To 300 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To

" Ft. in. - in.

CITY: SOUTHPORT COUNTY BRUNSWICK From - - To - Ft. in. _ in.

PO BOX 10429 28419 9. SANDiGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand 0rSIope oValley 0]Flat 0-Ridge 03 Other From_-_ 7_o_ Ft._

(check appropriate box)

From __ To Ft._

LATITUDE _ May be in degrees minutes,seconds o0

10. DRILLING LOG LONGITUDE in a decimal lronisa From To Formation Description Latitude/longitude source: 0 GPS 0 Topographic map 0,0 4.0 ASPHALT (location of well must be shown on a USGS topo map and 4.0 10.0 GRAVEL attached to this form if not using GPS) 10.0 18.0 BROWN SAND

4. FACILITY. is the name of the business where the well is located. 18.0 30.0 GRAY SANDY CLAY 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 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Phone number I DO HEREBe CERTIFY THAT THIS WELL WAS CONST1UCTED IN ACCORDANCE WITH

5. WELL DETAIE:s 15A WC 2C' WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REM' H BEEN PR*OIED TO 0 TH & L OWNER.

a. TOTAL DEPTH: 30.0 l . . 10/01/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO P9 DATE

1. 'GNATUFI&F CERTIF IEEDM6L l!*flVRAlCR

c. WATER LEVEL Below Top of Casing: 20.0 FT. JOA:NNY BURR (Use "+" if Above Top of Casing)

PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the ori inal to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb 1617 Mail Serviý Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

• Top of casing terminated at/or below land surface may require JOHNNY BURR a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From - To_ _ From To STATESVILIE! NC 28625 From-- To_ From - To City &jTown State Zip Code From-- To_ _ From - To (704 ).- 42-7686 Area code: hone number 6. CASING: Thickness/

2. WELL INFO MATION: Depth Diameter Weiaht Material From 0.0 To 15.0 Ft. 1 INCMH Sc 40 PVC SITE WEL-I #(if applicable) MWPA-16 From To_ Ft.

STATE WEL .ERMIT#(if applicable)

From -- To_ Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring K Municipal/Public From 0.0 To 4.0 Ft. Portland bentonite SLURRY Industrial/Commercial E] Agricultural [] Recovery 12 Injection 7 From_ _ o _ Ft.

Irrigation[- Other 0 (list use)

From To Ft.

DATE DRILLED 09/16/08 - 09/19/08 B. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 12 PM L[

From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK From "fTo Ft. in. in.

PO BOX 10429 28419

9. SANDI/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Codej Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 -o 30.0 Ft. 20-40 Fine Silica Sand

[]Slope oValley []Flat 12Ridge 12.Other From _ To Ft._

(check appropriate box)

From To_ _ Ft._

LATITUDE May be in degrcýs.

minutes, second. or 10. DRILLING LOG LONGITUDE in a decimal format From To Formation Description Latitude/longitude source: 12GPS r2Topographic map 0.0 4.0 ASPHALT (location of well must be shown on a USGS topo map and 4.0 10.0 GRAVEL attached to this form if not using GPS) 180 BROWN SAND 10.0

4. FACILITY. is the name of the business where the well is located. 18.0 30.0 GRAY SANDY CLAY 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 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Phone number 100 HEREBY CERTlIF' -HAT T:-ilS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCAC 2:; WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOW-HAS BEEN 'ROVIDEO TO THE WkkL OWNER,

a. TOTAL DEPTH: 30.0 10/01/08

b. DOES WELL REPLACE EXISTING WELL? YES D2 NO X. DATE

c. WATER LEVEL Below Top of Casing: 20.0 FT. ppJCHTV?4¶ BURR (Use "+" if Above Top of Casing)

. PRINTED 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

NONRESIDENTL4L WELL CONSTRUCTION RECORD North Carolina Department or Environmien and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT, Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land.surface may require a variance in accordance with 15A NCAC 2C .0118, Well Contractor (Individual) Name

e. YIELD (gpm) N/A__ METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD. g. WATER ZONES (depth):

STREET ADDRESS From To _ From_ To STATESVILLE NC 28625 From_ _ To_ From_ To City or Town State Zip Code From _ To From_ To (704_ -872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Dia r Weioht Material From 0.0 To 50.0 Ft.1 IN s 40 PVC SITE WELL ID #(if applicable). MWPA-17, D-175 From 0.0 To 15.0 Ft. 1 INCH SCH40 PVC STATE WELL PERMIT#(if applicable)_

From ___ _To Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring 8J Municipal/Public I.

Industrial/Commercial 1 Agricultural 1 Recovery 1 Injection 1- From 0.0 To 4.0 Ft. Portland bentonite SLURRY From To Ft.

IrrigationE Other 02 (list use)

From_ To Fl.

DATE DRILLED 09/02/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM 1- PM [1 1 0 From 50.0 To 60.0 Ft. . in. .010 in. PVC

3. WELL LOCTl0ION:

From 150 To 3(.0 Ft. 1 0 in. .010 in. PVC CITY: SOUTHPORT COUNTY BRUNSWICK From_ _To __ Ft. in, _ in.

PO BOX 10429 28419

9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Codeý )epth. Size Material TOPOGRAPHIC / LAND SETTING:

From 48.0 ro 61.0 Ft. 20-40 Fine Silica Sand

[]Slope 12Valley .OFlat CRidge 1] Other From 13.0 To 35.0 Ft. 20-40 Fine Silica Sand (ch, appropriate box)____

From To_ _ Ft,.

LATITUDE ______ May be in degree.s.

- minutes, seconds o, 10. DRILLING LOG LONGITUDE ______"_______"in a decimal torma-. From To Formation Description Latitude/,on itude source

1]GPS 12Topographic map 0.0 4.0 ASPHALT (tocation, well must be shown on a USGS topo map anJ 4.0 10.0 GRAVEL attachedi this form if not using GPS) 60.0 BROWN SAND 10.0

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 11. REMARKS:

City or Town State Zip Code Bentonite HoleblocK from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.

Area code - Phone number IDO HEREBY CERTIF r THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 5 AC 2C, WELL CONSTRJCTION ST NDARDS. AND THAT A COPY OF THIS R ,D0S BEEN P;OVIDED TOTH 7 -i.A- OWNER

a. TOTAL DEPTH: 60.0, 30.0 09/30/08

b. DOES WELL REPLACE EXISTING WELL? YES Li NO Z] OrNATLIf F CERTIFIEN LOR DATE JOHNNY B;JRR

c. WATER LEVEL Below Top of Casing: 20.0 FT.

(Use +"if Above Top of Casing)

PRINTED 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 CONSTRUCTION RECORD North Carolhia Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS,12.5 FT. Above Land Surface*

JOHNNY BURR 'Top of casing lerminated at/or below land surface may require a variance in accordance With 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name

g. WATER ZONES (depth):

STREET ADDRESS 176 COMMERCE BLVD From To From To STATESVILLE NC 28625 From - To__ From_ To City or Town State Zip Code From To From To 704 - 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diam er Wei ht Material From 0.0 To 15.0 Ft._1 X Sco PVC SITE WELL ID #(if applicable)_ MWPA-18 From,_ o Ft.

STATE WELL PERMIT#(if applicable)_

From,_ To Ft._

DWQ or OTHER PERMIT #(if applicable)

7. GROUT: Deplh Material Method WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public E:

Industrial/Commercial 0 Agricultural El Recovery 0 Injection . From 0.0 To 4.0 Ft. Portland bentonite SLURRY IrrigationO- Other 0 (list use) From To Ft.

From To Ft.

DATE DRILLED 09/17/08- 09/22/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM F] PME From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To Ft. in. in.,

CITY: SOUTHPORT COUNTY BRUNSWICK From.- To Ft. in. _ in.

PO BOX 10429 28419

9. SAND/GRAVEL. PACK:

(Street Name. Numbers, Community, Subdivision, Lot No., Parcel. Zip Code: Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 30.0 Fl. 20-40 Fine Silica Sand USlope 0 Valley OFlat ORidge E] Other (check appropriate box) From __ To Fl._

From __ To__ Fl.

LATITUDE May be in degrecs, minutes, seconds or 10. DRILLING LOG LONGITUDE in a decima: tbrmal From To Formation Description Latitude/longitude source: U GPS U Topographic map 0.0 10.0 CONCRETE)

(locationof well must be shown on a USGS topo map and 100 18.0 ,GRAVEL attachedto this form if not using GPS) 18Q 30.0 BROWN SAND

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 PO BOX 10429 SOUTHPORtI NC 28419 11. REMARKS:

City or Tok State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Phone number I DO HEREe" CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A N&.-C WELL CONSTRUCTION STANDARDS, AND THAI A COPY OF THIS REC A ENPRV E TOTHE WAOWNER.

a. TOTAL DEPTH: 30.0 Lýý.vesbvk-10/01/08

b. DOES WELI., REPLACE EXISTING WELL? YES U] NO FJ f^ATURE((Q'C- RTIFIED )-(OI fKA ;Pe" DATE

c. WATER *(lle L VEL Below Top of Casing: 20.0 FT JOHNNY BURR

"+" if Ahcnv* Tonar nf (Theinnl V .-.. PRINTED NAME OF PERSON CON STRUCTING THE WELL Submit theoribinal to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb 1617 Mail S6vl eICente r- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568. 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:

d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contract 'Company Name f. DISINFECTION: Type N/A Amount N/A 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET AIboESS From___ To_ From- To STATESVILL' NC 28625 From_ To - From_ To City or Town Stale Zip Code From_ To_ From_ To 704 : - 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth DiA* er W h Material From 0.0 To 15.0 Ft._1 INCq1 R Mti SITE WELL ID #(it applicable) MWPA-19 From -- 10- Ft._

STATE WELL PERMIT#(if applicable)_

From To_ Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring El Municipal/Public ,! 7. GROUT: Depth Material Method Industral/Commercial C1 Agricultural Li Recovery Ej Injection [] From 0.0 To 4.0 Ft. Portland bentonite SLURRY Irrigationri Other Li (list use) From To Fl.

From_ - To Ft.

DATE DRILLED 09/18/08 - 09/22/08

8. SCREEN: Depth. Diameter Slot Size Material TIME COMPLETED AM Li PM OI From 15.0 To_30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From To_ Ft. in. _ in.

CITY: SOUTHPORT COUNTY BRUNSWICK From To_ _ Ft. in. _ in.

PO BOX 10429 28419

9. SANDIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel. Zip Code) Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand FlSlope oLValley r0Flat I-Ridge Li Other From ___To Ft._

(check appropnate box)

From To_ Ft. -

LATITUDE May be in degtcrs.

minutes. sconds or 10. DRILLING LOG LONGITUDE in a decimal Ib'niat From To Formation Description Latitude/longitude source: QDGPS LiTopographic map 0.0 10.0 CONCRETE (location of well must be shown on a USGS topo map and 10.0 18.0 GRAVEL attached to this form if not using GPS) 18.0 30.0 BROWN SAND

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 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 10429 SOUTHPORT NC 28419 11. REMARKS:

City or Town Stale Zip Code Bentonite seal from 4.0 to 13.0 Feet.

(.____

Area code - Phone number I D0+/- EREBY CERTIFY T-AT THIS WELL WAS CONSTRUCIED IN ACCORDANCE WITH

5. WELL DETAILS: tb*Ac'C, WELL CONSTRUCTION S&NDARDS, AND THATA COPY OF THIS RrCjEGAD BEEN Pti)VIDED TO TI ,ELL OWNER.

a. TOTAL DEPTH: 30.0 10/01/08

b. DOES WELL REPLACE EXISTING WELL? YES Li NO F] "IAUE OF CERTIFIELTKEL CONTI*T*tI-OR DATE

c. WATER LEVEL BelowTop of Casing: 20.0 FT. JOHNNY BURR (Use "+" if Above Top of Casing)

PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1 b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568. 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: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD (gpm) N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

f. DISINFECTION: Type N/A Amount N/A Well Contractor Company Name 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS From - To From_ To STATESVILLE NC 28625 From_ To_ _ From_ To City or Town. State Zip Code Fr:om___ To_ _ From_ To (704) -872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter Wei *ht Material From 0.0 To 50.0 Ft. 1 INCH scI-40 PVC SITE WELL ID #(if applicable) MWPA-20, D-205 From 0.0 To 15.0 Ft. 1 INCH SCH40 PVC STATE WELL PERMIT#(if applicable)_

From_ To Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring E) Municipal/Public C 7. GRC)UT: Depth Material Method From 0.0 To 4.0 Ft. Portland bentonile SLURRY Industrial/Commercial C Agricultural C Recovery 0 Injection _

Irrigationo Other D (list use) From To Ft.

From_ To__ Ft.

DATE DRILLED 09/02/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AM C] PM [i From 50.0 To 6C1.0 Ft, 1_O in, .010 in. PVC

3. WELL LOCATION:

From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC CITY: SOUT.HPORT COUNTY BRUNSWICK From To_ Fl. in. _ _ in.

POBOX10429 28419 9. SAND/GRAVEL PACK:

(Street Name, 'umbers, Community, Subdivision, Lot No., Parcel, Zip Code';

Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 48.0 To 60,0 Ft. 20-40 Fine Silica Sand OSlope OValley OFlat DRidge 0 Other From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand (ek appropriate box)

From To Ft._

LATITUDE_____ May be in degrees.

minutes. seronds oi 10. DRILING LOG LONGITUDE "_in a decireal lormta From To Formation Description Latitude/longitude source: o GPS CTopographic map 0,0 4.0 ASPHALT (location of we#l must be shown on a USGS topo map and 4.0 80 GRAVEL attached to this form if not using GPS) 8.0 300 BROWN SAND

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 11. REMARKS:

City or Town State Zip Code Bentonite -Ioleblock from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.

Area code - Phone number 100 HEREEY CERTIF tiHAT THIS WELL. WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NWC 2C, VELL GONSTR JCTION STANDARDS. AND THAT A COPY OF THIS RE(tRLI HAS SEEN PROVIDED TO THE V OWNER.

NEL

a. TOTAL DEPTH: 60.0, 30.0 09/30/08

b. DOES WELL REPLACE EXISTING WELL? YES r. NO f.,

1,WCNATLIRL CERTIFIE DK 1V94 DATE

c. WATER LEVEL Below Top of Casing: 20.0 F JOHNNY 2 UJRR (Use "+" if Above Top of Casing)

PRINTEC 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 CONSTRUCTION RECORD 6,) North Cmaolina Department of tmi\ ironmcin and N luralRsourccs- )ivisiun of Water Quality WELL CONTRACTOR (:ERTIFICATION # 3098

1. WELL CONTRACTOR:

d. TOP OF CASING IS 0.0 FT. Above Land Surface*

JOHNNY BURR 'Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

a. YIELD (pin": WA -METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC, Well Contractor Company Name f. DISINFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES (depth):

From- To - From_ To STATESVILLE NC 28625 From To From To City or Town Stale Zip Code From___ To - From To 704

. . 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: 3epth Diameter W\ih P Material Frcm 0.0 To 20,0 Fl.2 INCH PVC SITE WELL ID #(if applicable) MW-PA-21 STATE WELL PERMIT#(if applicable)_ Frcm --- To Ft._

From_ To _ Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring El Municipal/Puolic 7. GROUT: Depth Material Method Industriat/Commercial El Agricultural 0 Recovery C Injection 1 From 0.0 To 4.0 Ft. Portland bentonite SLURRY Irrigaliono Olher 0 (list use) From To Ft.

From___ 1__ Ft.

DATE DRILLED 08/29/08 - 09/02/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED AMO PMO 2 0 From 20.0 To 30.0 Ft. . in. .010 in. PVC

3. WELL LOCATION:

From To Ft. in. iln.

CITY: SOUTHPORT COUNTY BRUNSWICK From To_ Ft. in. in.

HWY 87 (RIVER ROAD)

9. SANDIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parce, Zip Code) Depth Sive Material TOPOGRAPHIC i LAND SETTING:

Froln 18.0 To 20.0 Ft. 20-40 Fine Silica Sand

-Slope OValley t-Flat EORidge 0 Other From To_ _ Ft.

(check appropriate box)

Fro-n To______ Ft.__---

LATITUDE May br dcgrrs, mIllutes, sccoads "

10. DRILLING LOG LONGITUDE in a decimal Ib:,nri: Frorr -To Formation Description Latitude/longitude source: OGPS oTopographic map 0.0 40 ASPHALT (location of well mtjst be shown on a USGS topo map and 4.0 10.0 GRAVEL attachedto this form ff not using GPS) 10.0 30*.Q BROWN SAND 4, FACILITY, is the name of the buasne55 where thewell is located.

FACILITY ID #(if applicable)

NAME OF FACILITY PROGRESS ENERGY STREET',ADDRESS HWY 87 (RIVER ROAD)

SOUT.I)PORT NC 28419 City or Town State Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P.O. BOX 10429 SOUTHPORT NC 2841t 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 18.0 Feet.

Area code - Phone number 00 IlaY CERTIFY THATTHISWELL WkS coNSTRUCTED INACCORDANCE WITH

5. WELL DiTAILS: SA .,CAP ,WEt TRUCTION S .NARDS. ANDTHATA COPY OF THIS RE VIOED TO TH LOWNER.

a. TOTAL DEPTH: 30.0 09/22/08

b. DOES WELL REPLACE EXISTING WELL? YES t NO P; iGNATURIlF CERTIFIED WELL CONTRACTOR DATE

c. WATR LEVEL Below Top of Casing: 20.0 9-i, JOHNNY BURR (Use"I" if Above Top of Casing)

PRINTED 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) 73,-7015 ext 568. 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:

d. TOP OF CASING IS 2.5 FT. Above Land Surface-JOHNNY 6Bt&R *Top of casIng terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contra6*dbr (Individual) Name

e. YIELD (gpm) NIA METHOD OF TEST N/A GEOLOGIC'EXPLORATION, INC.

Well Contractor Company Name f. DISINFECTION: Type NiA Amount N/A 176 COMMERCE BLVD g. WATER ZONES (depth):

STREET ADDRESS From_ To From_ To STATESVILLE NC 28625 From - To From To City or Town State Zip Code Fromn_ _ To From_ To (704_ -872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter Wic4h) Material Fron. 0.0 To 15.0 Ft. 1 INCH PVC SITE WELL ID #(it applicable) MWPA-22 Frorr To Ft._

STATE WELL PERMIT#(if applicable)_

Frorr-_ To Ft._

DWQ or OTHER PERMIT #(if applicable)_

WELL USE (Check Applicable Box) Monitoring E) Municipal/Pgublic 7, GROUT: Depth Material Method Industrial/Commercial [ Agricultural [ Recovery [ Injection *- From 0.0 To 4.)0 Ft, Portland bentonile SLURRY From To Ft.

Irrigation[] Other E] (list use)

From - To Ft.

DATE DRILLED 09/02/08

8. SCREEN: Depth . Diameter Slot Size Material TIME COMPLETED_ AM Ei PM [It From 15.0 To 30.0 Ft. .1.0 in. 010 in. PVC

3. WELL LOCATION:

From _ To Ft. in. - in.

CITY: SOUTHPORT COUNTY BRUNSWICK From To Ft. in. _ in.

PO BOX 10429 28419 9. SANDIGRAVEL PACK:

(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code. Depth . Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand OSIope []Valley U]Flat CrRidge [] Other (check appropriate box)

From__ _ Ft.

From To_ _ Ft._

LATITUDE May b" in degrecs.

minuitcs. sconds Or 10. DRILLING LOG LONGITUDE in a decimal brimar From To Formation Description Latitude/longitude source: []GPS oiTopographic map 0.0 4.0 ASPHALT (location of well must be shown on a USGS topo map and 4.0 100 GRAVEL attached to this form if not using GPS) 10.0 3)0Q BROWN SAND

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 11, REMARKS:

City or Town State Zip Code Bentonite seal from 1.0 to 13.0 Feet.

ff.____

Area code - Phone number I DO HEREEY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NCAC Cc.WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS

a. TOTAL DEPTH: 30.0 ~09/30/08 RECORD H4LSBEEN PROVIDED TO OWNER LEE

b. DOES WELL REPLACE EXISTING WELL? YES ['-_ NO El N-ATLIR*JH Y CERTIFIEDV7ELL CONTRACTOR DATE

c. WATER LEVEL Below Top of Casing: 20.0 JOHNNY BURR FT.

(Use "+"if Above Top of Casing)

PRINTED 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 CONSTRUCTION RECORD North Carolina Department of .'nvirunmentand Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION# Z,098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface' JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.

Well Contractor (Individual) Name

e. YIELD(gpm): N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DI;SlNFECTION: Type N/A Amount N/A 176 COMMERCEBLVD g. WATER ZONES (depth):

STREET ADDRESS From To_ From_ To STATESVILLE NC 28625 Frsm_ To From_ To City or Town State Zip Code FrDm_ _ To_ _ From - To (704) -872-7686 Area code-. hone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter Weioht Material Fron 0.0 To 1_.0 Ft. 1 INCH ScMr40 PVC SITE WELL ID #(if applicable) _MWPA-23 Frorr: To Ft._

STATE WELL PERMIT#(if applicable)

Fron _ o Ft.

DWQ or'OTHER PERMIT #(if applicable)

7. GROUT: Depth Material Method WELL USE (Check Applicable Box) Monitoring K Municipal/Public Industrial/Commercial LI Agricultural LI Recovery LI Injection [" From 0.0 To 4.0 Ft. Portland bentonite SLURRY Irrigationo Other EL(list use) From To Ft.

From_ _ To_ Ft.

DATE DRILLED 09/02/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLfETED AM L PM [I From 15.0 To 30.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From - To_ _ Ft. in. in.

CITY: SOUTHPORT COUNTY BRUNSWICK From To Ft. in. in.

PO BOX 10* 28419

9. SAND/GRAVEL PACK:

(Street Namei9,umbers, Community, Subdivision, Lot No., Parcel. Zip Code.

Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 13.0 "ro 30.0 Ft. 20-40 Fine Silica Sand E]Slope LIValley LIFIat -lRidge LI Other (check appropriate box) From To_ _ Ft._

From-_ _ Fo_ Ft._

LATITUDE _ _ May bc in dcgrcues minutes, seconds i:" 10. DRILLING LOG LONGITUDE in a decimil fiorma.

From To Formation Description Latitude/longitude source: LIGPS L]Topographic map 0.0 4.0 ASPHALT (location of well must be shown on a USGS topo map and 4.0 100 GRAVEL attached to this form if not using GPS) 10. 600 BROWN SAND

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 11. REMARKS:

City or Town State Zip Code Bentonite seal from 4.0 to 13.0 Feet.

Area code - Phone number IDO HEREBY CERTIF f THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A NDAC 2C, WELL CONSTRUCTION STApAROS. AND THAT A COPY OF THIS RECORD H, B ROVIDED TO THEL OWNER.

a. TOTAL DEPTH: 30.0 09/30/08

b. DOES WELL REPLACE EXISTING WELL? YES LI NO F; J*NATIRtNNBCERTIFIEDRII 4MIlAI IR DATE

c. WATER LEVEL Below Top of Casing: 20.0 FT JOHNNY BURR (Use "+" if Above Top of Casing)

PRINTED 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

NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environmentl and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTlFICATION # 3098

1. WELL CONTRACTOR: d. TOP OF CASING IS 2.5 FT. Above Land Surface*

JOHNNY BURR *Top of casing terminated at/or below land surface may require a variance in accordance With 15A NCAC 2C ,0118.

Well Contractor (Individual) Name

e. YIELD (gpm) N/A METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.

Well Contractor Company Name f. DISINFECTION: Type N/A Amount N/A STREET ADDRESS 176 COMMERCE BLVD 9. WATER ZONES (depth):

From To From_ To STATESVILLE NC 28625 From_ _ To_ From_ To City or Town State Zip Code Fr3m_ To From_ To 704( - 872-7686 Area code- Phone number 6. CASING: Thickness/

2. WELL INFORMATION: Depth Diameter Weio ht Material From 0.0 To 50.0 Ft.1 INC S 40 PVC SITE wELL ID #(if applicable) MWPA-24, D-244'4* ,

From 0.0 To 15.0 Ft. 1 INCH ScH 40 PVC STATE WELL PERMIT#(ir applicable)__

Frorr-_ To_ _ Ft._

DWQ or OTHER PERMIT #(if applicable)

WELL USE (Check Applicable Box) Monitoring Ej Municipal/Fublic 7. GROUT: Depth Material Method Frorr 0.0 To 4.0 Ft. Portland bentonite SLURRY Industrial/Commercial E Agricultural 0 Recovery EDInjection i.-

Frorr To Ft.

Irrigationfl Other [I (list use)

Frorr___ To_ Ft.

DATE DRILLED 09/02/08

8. SCREEN: Depth Diameter Slot Size Material TIME COMPLETED _ _ AM E PM ED Frorr 50.0 To 60.0 Ft. 1.0 in. .010 in. PVC

3. WELL LOCATION:

From 15.0 To 30.0 Ft. 1.0 in. 010 in. PVC CITY: SOUTHPORT COUNTY BRUNSWICK From- To_ Ft. in. _ in.

POBOX 10429 28419 9. SAND/GRAVEL PACK:

(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Zip Codei Depth Size Material TOPOGRAPHIC / LAND SETTING:

From 48.0 To 60.0 Ft. 20-40 Fine Silica Sand ODSlope oValley 'Flat oRidge 0 Other From 13.0 To 30.0 Ft. 20-40 Fine Silica Sand (check appropriate box)

From_ To Ft.

LATITUDE _ May be in degrees.

minutes, seconds or 10. DRILLING LOG LONGITUDE in a decimal iorrrat From To Formation Description Latitude/longitude source: EDGPS oTopographic map 0.0 4.,1 ASPHALT (Iocatiom~of ell must be shown on a USGS topo map and 4.0 10.0 GRAVEL attached tbTthis form if not using GPS) 10.0 60,0 BROWN SAND

4. FACILITY, is the~name ofthe business where the well is located.

FACILITY ID #(if applicable)_

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 11. REMARKS:

Cilyor State Zip Code Bentonite Holeblock from 35.0 to 48.0 Feet and 4.0 to 13.0 Feet.

Area code - PRone number IGO HEREBY CERTR Y THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH

5. WELL DETAILS: 15A N  :'C WELL CONSTP UcTION STA AROS, AND THAT A COPY OF THIS REcF. HýJEIFENPROVIDED TO THE L OWNER.

a. TOTAL DEPTH: 60.0, 30.0 09/30/08

b. DOES WELL REPLACE EXISTING WELL? YES 0 NO F-1 NATUREL.GW CERTIFIED N MIq "AMR DATE

c. WATER LEVEL Below Top of Casing: 20.0 FT. JOHNNY BURR (Use "+"if Above Top of Casing) PRINTED 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

GroundwaterAssessment Report ProtectedArea Brunswick Nuclear Power Plant October 2009 A

Appendix C Plant Foundation Pre-Construction Drawings

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