ML102010542

Letter to Duke Energy from Cline, Site Characterization Report,Groundwater Protection Initiative, Oconee, Appendix E - Continued Through End

ML102010542
Person / Time
Site:	Oconee
Issue date:	04/20/2009
From:	Armstrong L, Cline M S&ME
To:	Sullivan E Duke Energy Corp, Office of Information Services
References
FOIA/PA-2010-0209
Download: ML102010542 (458)

Text

{{#Wiki_filter:LOG OF BORING NO. GP-1 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 19.61 ft BLS 5/5/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 748.05 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus This log is part of the report prepared for the named project and should be W together with that report for complete interpretation. This summary 2 +/-o- >. w 0 E Oz.j applies only at the location of this boring and at the time of drilling.O 0. 2 a -O Subsurface conditions may differ at other locations and may change at this z o2.>- ) location with the passage of time. The data presented is a simplification of-J < actual conditions encountered. DESCRIPTION

• _ REA K__ __ __ __ DESCRIPTION

]REMARKS743 4 2.65 738 4 2.6 733 4 2.5 728 4 2.8 72ý4 4 2 2 2'U 0):.Uz)Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 1.05 1.05 3.05 5-!L 10-Orange brown micaceous SILT; saprolite Brown micaceous fine to medium SAND; saprolite Orange brown micaceous SILT; saprolite 1.05 15-20-25-Y Brown micaceous SILT; saprolite Orange brown micaceous SILT; saprolite Brown micaceous SILT; saprolite 3.05.05 30 Boring Terminated at 30 feet NOTES: LOG OF BORING GP-1> ENGINEERING -TESTING Sheet 1 of I L ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-1 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION: Seneca, South Carolina WATER LEVEL: 19.61 ft BLS DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 5/5/08 LATITUDE: 34047'32.89' LONGITUDE: 82053'47.36" TOP OF CASING ELEVATION: 750.87 DATUM: MSL LOGGED BY: S. Dacus STRATA z WLL -r 0 i- -. z DESCRIPTION DETAILS WELL CONSTRUCTION DETAILS>- wD LU -_______ aCO 0 __ __ _ jW _ _ _ _ _ _ _ _ _ _ _ _H Drilling location had been vacuum excavated to a depth of 8 feet below ground surface-5 0.00 1 GS 748.05 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.82 ft ALS to 15 ft BLS Orange brown micaceous SILT;saprolite Brown micaceoug fine to medium SAND, saprolite Orange brown micaceous SILT;GROUT Type: Interval: 10 Granular Bentonite GS to 13 ft 13.001 BS 735.05 15.00] TSC 733.05 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 13ftto3Oft Brown micaceous SILT; saprolite SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15ftto3Oft a LEGEND FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT z COMPLETION REPORT OF TEMPORARY WELL No. GP-1 ENGINEERING .TESTING Sheet 1 of 1 ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-1$68itfmE Sample No: I Depth (ft-bls): 8.0 -12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Sample No: 4 Depth (ft-his): 20.0 -24.0 Page 1 of 2 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195

• 6&ME Boring Number: GP-1 Sample No: 5 Depth (ft-b1s):

24.0 -28.0 Sample No: 5 Depth (ft-hIs): 24.0 -28.0 Sample No: 6 Depth (ft-bls): 28.0 -30.0 Page 2 of 2 LOG OF BORING NO. GP-2 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 18.26 ft BLS 5/5/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 747.56 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus-This log is part of the report prepared for the named project and should be Wu read together with that report for complete interpretation. This summary>_ W EO -applies only at the location of this boring and at the time of drilling.CL L) a-. O Subsurface conditions may differ at other locations and may change at this<C < 0 :. 3 > location with the passage of time. The data presented is a simplification of-2 actual conditions encountered. 0 R K w :a_ _ _ _ __ _ _ _ _ _ __ ____ _ __ _ DESCRIPTIONRE A K-+---+/- F I-1.-I~ t ~1 4 4-F-F I t~I 4 2.9 747.56.742.56-737.56-732.56 727.56-722.56 717.56 U Orange brown micaceous SILT; saprolite Brown micaceous silty fine to medium SAND, saprolite'I t t t I-1 1 .1 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous silty fine to mediumSAND; saprolite 4 3.1 4 3.6 4 3.55 S 2 0 I-Brown micaceous SILT: saorolite Brown micaceous silty fine to medium SAND, saprolite MI 4- i Boring Terminated at 30 feet NOTES: LOG OF BORING GP-2 ENGINEERING

• TESTING Sheet 1 of 1 Z ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-2 Sheet 1 of I PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 515108 WATER LEVEL: 18.26 ft BLS LATITUDE: 34047'33.70' LONGITUDE: 82053'46.82 TOP OF CASING ELEVATION: 750.29 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL a 0 ,Jo -' I_ -_0 DETAILS , u < WELL CONSTRUCTION DETAILS DESCRIPTION co 3 uJ >nu- Lu -Lu Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous silty fine to medium SAND, saprolite f Orange brown micaceous SILT;saprolite Brown micaceous silty fine to mediumSAND, saprolite Brown micaceous SILT; saprolite Brown micaceous silty fine to medium SAND, saprolite Boring Terminated at 30 feet 10 5 10 15-20-25 30 7 0.00 1 GS 1747.56 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.73 ft ALS to 15 ft BLS GROUT Type: Interval: Granular Bentonite GS to 13 ft 13.001 BS 1734.56 15.001 TSC 732.56 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 13 ft to 30 ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15ftto3Oft H CD 0 0~CD LEGEND FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT COMPLETION REPORT OF z TEMPORARY WELL No. GP-2 ENGINEERING

• TESTING Sheet 1 of 1 W ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-2 W am NE Sample No: I Depth (ft-bls):

8.0 -12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 13 F Sample No: 3 Depth (ft-bls): 16.0- 20.0 Sample No: 4 Depth (ft-bls): 20.0 -24.0 Page 1 of 2 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-2 4 W MMl E Sample No: 5 Depth (ft-bls): 24.0 -28.0 Page 2 of 2 COMPLETION REPORT OF TEMPORARY WELL No. GP-2 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 18.26 ft BLS DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 515108 LATITUDE: 34047'33.70' LONGITUDE: 82 0 53'46.82" TOP OF CASING ELEVATION: 750.29 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL T 0 O DESCRIPTION DETAILS L_. U X WELL CONSTRUCTION DETAILS Co w. -D >U) Q W Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous silty fine to medium SAND;, saprolite Orange brown micaceous SILT;saprolite Brown micaceous silty fine to mediumSAND;, saprolite Brown micaceous SILT; saprolite Brown micaceous silty fine to medium SAND, saprolite 0-5-10-15-20-25*30 7 0.00 GS 747.56 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.73 ft ALS to 15 ft BLS GROUT Type: Interval: Granular Bentonite GS to 13 ft 13.00 BS 734.56 15.00 TSC 732.56 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 13ftto3Oft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15ftto30ft H (.9 U0 0, Boring Terminated at 30 feet LEGEND E FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT w z COMPLETION REPORT OF H 0TEMPORARY WELL No. GP-2 ENGINEERING

• TESTING Sheet 1 of 1 ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 lift"E Boring Number: GP-2 Sample No: I Depth (ft-bls):

8.0 -12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Sample No: 4 Depth (ft-his): 20.0 -24.0 Page 1 of 2 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Sd "'ME Boring Number: GP-2 Sample No: 5 Depth (ft-bls): 24.0 -28.0 Page 2 of 2 LOG OF BORING NO. GP-3 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 27.36 ft BLS 5/6/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 757.21 DATUM: MSL -WEATHER: Sunny LOGGED BY: S. Dacus This log is part of the report prepared for the named project and should be W read together with that report for complete interpretation. This summary W_ LL >- LU 0 "E" O .applies only at the location of this boring and at the time of drilling.W 0 Q. ED _ -0 Subsurface conditions may differ at other locations and may change at this S >, C) location with the passage of time. The data presented is a simplification of_ < <> < 0 < actual conditions encountered. 0 u~ 0 W 0 W -J___ _ _ _ __ _ DESCRIPTION REMARKS-4 0.85-I. l~ 4 4 0.5-* 1 +/--1 4 2.85 757.21.752.21-747.21-742.21 737.21-732.21.727.21-722.21 717.21 5-10-15-20-25-Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Ul- 1 Ii *v Brown micaceous sandy SILT; saprolite Brown micaceous silty SAND;, saprolite 4 3.25 4 3.8 4 3.15 4 2.55 o 4 3.4 4 2.55 o 4 3.4 o-(n)Red brown micaceous silty SAND; saprolite 30 Brown micaceous silty SAND, saprolite 40 Boring Terminated at 40 feet X NOTES: (z LOG OF BORING GP-3> ENGINEERING

• TESTING Sheet 1 of 1 wZ ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-3 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DRILLING CONTRACTOR:

DRILLING METHOD: DATE COMPLETED: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 27.36 ft BLS S&ME Direct-Push 5/6/08 LATITUDE: 34047'34.44' LONGITUDE: 82053'46.22" TOP OF CASING ELEVATION: 757.34 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL -o o D N DETAILS L. X WELL CONSTRUCTION DETAILS DESCRIPTION M -U -jD Ur) £3UJ Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous sandy SILT; saprolite Brown micaceous silty SAND, saprolite Red brown micaceous silty SAND, saprolite Brown micaceous silty SAND, saprolite Boring Terminated at 40 feet 0-5-10-15-20-25-30-35 GROUT Type: Interval: 0.00 1 GS 757.21 Granular Bentonite GS to 23 ft 23.00 1BS 734.21 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 0.13 ft ALS to 25ft BLS 25.00 1TSC 1732.21 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 23 ft to 40 ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 25 ft to 40 ft LEGEND H CD CD U, a CD EFILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT COMPLETION REPORT OF S TEMPORARY WELL No. GP-3 ENGINEEPJNG -TESTING Sheet 1 of 1 W, ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 k68MftRE Boring Number: GP-3 Sample No: 1 Depth (ft-bls): 8.0 -12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Sample No: 4 Depth (ft-bls): 20.0 -24.0 Page 1 of 2 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-3*6&ME Sample No: 5 Depth (ft-bls): 24.0 -28.0 Sample No: 6 Depth (ft-bls): 28.0 -32.0 Sample No: 7 Depth (ft-bls): 32.0 -36.0 Sample No: 8 Depth (ft-hls): 36.0 -40.0 Page 2 of 2 LOG OF BORING NO. GP-4 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 19.41 ft BLS 5/5/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 746.18 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus IThis log is part of the report prepared for the named project and should be u read together with that report for complete interpretation. This summary w W -0 E z Oj .applies only at the location of this boring and at the time of drilling.E E W 00 Subsurface conditions may differ at other locations and may change at this 0J < < 0 : -i C- 2 location with the passage of time. The data presented is a simplification of 0 < << z) > o > LU actual conditions encountered. __ I I I DESCRIPTION REMARKS 7 7 4 2.6 7 4 2.4 7 4 2.8 7 4 3 7 4 2.3 107 C'46.18 41.18 36.18 31.18 26.18 21.18 16.18 Li +--I-1 +u 5-Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 10 15 20 25 30 Brown micaceous silty fine to medium SAND, saprolite JJ Orange brown micaceous SILT; saprolite Brown micaceous silty fine to medium SAND, saprolite Orange brown micaceous SILT; saprolite Brown micaceous SILT; saprolite Orange brown micaceous SILT; saprolite Brown micaceous SILT; saprolite r/Boring 1 erminated at 3U feet NOTES: LOG OF BORING GP-4> ENGINEERING

• TESTING Sheet 1 of 1 ELi ENVRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-4 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 5/5/08 WATER LEVEL: 19.41 ft BLS LATITUDE: 34047'32.76' LONGITUDE: 82053'46.52" TOP OF CASING ELEVATION: 748.86 DATUM: MSL LOGGED BY: S. Dacus STRATA .z WELL -o o 0 DETAILS c w <= ,,, WELL CONSTRUCTION DETAILS DESCRIPTION M W D >">- W --j -j Cl) 0 Wj Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous silty fine to medium SAND;saprolite Orange brown micaceous SILT;saprolite Brown micaceous silty fine to medium SAND, saprolite Orange brown micaceous SILT;saprolite Brown micaceous SILT; saprolite Orange brown micaceous SILT;saprolite Brown micaceous SILT; saprolite Boring Terminated at 30 feet TV IT 0-5-10-15-20-25-30 7 0.00 1GS 746.18 GROUT Type: Interval: Granular Bentonite GS to 13 ft PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.68 ft ALS to 15 ft BLS 13.00 BS 733.18 15.00 1TSC 731.18 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 13ftto3Oft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15 ft to 30 ft (.9 ui 0~U)LEGEND DFILTER PACK BENTONITE]CEMENT GROUTCUTTINGS / BACI STATIC WATER L TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT KFILL EVEL COMPLETION REPORT OF 0 _TEMPORARY WELL No. GP-4 2 ENGINEERING-TESTING Sheet 1 of 1 WENVIRONMENTAL SERIMCES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-4 1W N IME Sample No: I Depth (ft-bls): 8.0 -12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Sample No: 4 Depth (ft-bls): 20.0 -24.0 Page 1 of 2 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-4 46&tM-OWE Sample No: 5 Depth (ft-bls): 24.0 -28.0.... No. 6. Depth ( 2.0 .3.0 Sample No: 6 Depth (ft-bis): 28.0 -30.0 Page 2 of 2 LOG OF BORING NO. GP-5 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 23.48 ft BLS 5/6/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 750.93 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus This log is part of the report prepared for the named project and should be u "read together with that report for complete interpretation. This summary M L LU >- LU 'o E VZ "' .5. applies only at the location of this boring and at the time of drilling, Z a u _o CLO Subsurface conditions may differ at other locations and may change at this<z -<c a -location with the passage of time. The data presented is a simplification of< < O 0 > > LU actual conditions encountered. 2 0 0 uJ 0 C _ I I DESCRIPTION REMARKS 1 0 4 3.15 4 3.1 4 2.65 4 3.3 4 2.65 4 3.3 4 3.6 F-C')750.93 745.93 740.93 735.93 730.93 725.93 720.93 715.93 5-10-Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 11 No recovery Orange brown micaceous sandy SILT; saprolite 15-20-25-30-35-Brown micaceous silty SAND, saprolite y-I Orange brown micaceous silty SAND; saprolite r Brown micaceous silty SAND, saprolite 4 ~Boring Terminated at 36 feet NOTES: 0ýzo LOG OF BORING GP-5> ENGINEERING

• TESTING Sheet 1 of 1 11 ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-5 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 5/6/08 WATER LEVEL: 23.48 ft BLS LATITUDE: 34047'33.48 LONGITUDE: 82 0 53'45.93" TOP OF CASING ELEVATION: 753.36 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL -o o D P 0 DETAILS -_ u < WELL CONSTRUCTION DETAILS DESCRIPTION --_0 40 __ LU H1 Drilling location had been vacuum excavated to a depth of 7 feet below ground surface No recovery Orange brown micaceous sandy SILT; saprolite Brown micaceous silty SAND, saprolite Orange brown micaceous silty SAND, saprolite Brown micaceous silty SAND, saprolite Boring Terminated at 36 feet 0-5-10-15-20-25-30-35 0.00 1GS 750.93 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.43 ft ALS to 21 ft BLS GROUT Type: Granular Bentonite Interval: GS to 19 ft SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 19 ft to 36 ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 21 ft to 36 ft 19.001 BS 1731.93 121.00 1 TSC 1729.93 I-0 LEGEND D FILTER PACK BENTONITE]CEMENT GROUT]CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT w (9 COMPLETION REPORT OF TEMPORARY WELL No. GP-5 ENGINEERING -TESTING Sheet 1 of 1 WENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project l IE S&ME Project No: 1264-08-195 Boring Number: GP-5 Sample No: 1 Depth (ft-hs): 8.0.- 12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Sample No: 4 Depth (ft-bls): 20.0 -24.0 Page 1 of 2 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-5$6&ME Sample No: 5 Depth (ft-bls): 24.0 -28.0 Sample No: 6 Depth (ft-bls): 28.0 -32.0 Sample No: 7 Depth (ft-bis): 32.0 -36.0 Page 2 of 2 LOG OF BORING NO. GP-6 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 14.85 ft BLS 5/5/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.75 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus W -This log is part of the report prepared for the named project and should be w4 read together with that report for complete interpretation. This summary_ w w > Ew "_ L ) -i applies only at the location of this boring and at the time of drilling.S-Wo _ _ -- 0) 0 Subsurface conditions may differ at other locations and may change at this< < 2 location with the passage of time. The data presented is a simplification of o< 0 > < w .9 actual conditions encountered. 2 0 -0 0 >UJ _ _____ _< _ _ D RK U) DESCRIPTION REMARKS 736.75 731.75 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 5-.t I~ r r 4 Brown micaceous clayey sandy SILT; saprolite 3.4*726.751 10-Orange brown clayey SILT; saprolite 4 4 1721.751 15-i+ -i 4 +.4 I. * ~ I.4 4 Brown mottled micaceous silty fine to medium SAND; saprolite 716.75 itJ~t t-f f_v C')Boring Terminated at 20 feet NOTES: (9 LOG OF BORING GP-6 z ENGINEERING

• TESTING Sheet 1 of 1 w ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-6 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina WATER LEVEL: 14.85 ft BLS DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 5/5/08 LATITUDE: 34047'31.71" LONGITUDE: 82053'44.01" TOP OF CASING ELEVATION: 736.73 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL -o o_j z DETAILS W o .WELL CONSTRUCTION DETAILS DESCRIPTION co -( w>- iiij _+-j-0 0.00 GS 736.75 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 0.02 ft BLS to 5 ft BLS 3.00 BS 733.75 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous clayey sandy SILT;saprolite Orange brown clayey SILT; saprolite-5 10 15 20 5.00 TSC 1731.75 GROUT Type: Interval: SEAL Type: Interval: Granular Bentonite 0.52 to 3 ft FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft Brown mottled micaceous silty fine to medium SAND;saprolite Boring Terminated at 20 feet H 0 0 U)0~0 0 LEGEND DFILTER PACK E BENTONITE-CEMENT GROUT UR CUTTINGS / BACKFILL_ STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT 0 .COMPLETION REPORT OF 0TEMPORARY WELL No. GP-6 ENGINEERING

• TESTING Sheet 1 of 1 H ENVIRONMENTAL SERIVCES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-6 SNl'amE Sample No: 1 Depth (ft-bls):

8.0 -12.0 Sample No: 2 Depth (ft-bls): 12.0 -16.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Page 1 of 1 LOG OF BORING NO. GP-7 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 12.9 ft BLS 5/6/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 735.99 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus n- -This log is part of the report prepared for the named project and should be wa read together with that report for complete interpretation. This summary m L w -E z 0 E z applies only at the location of this boring and at the time of drilling.-a 0 0 C n- M Subsurface conditions may differ at other locations and may change at this) 2> location with the passage of time. The data presented is a simplification of a > 0 ' > w.1 actual conditions encountered. V) DESCRIPTION REMARKS 4 2.5 4 3.3 4 2.8 4 4 735.99 730.99 n)+ 4--5-Brown micaceous silty SAND, saprolite 725.991 10-y Red brown micaceous clayey silty SAND; saprolite 720.991 15-4 4 Brown micaceous silty SAND, saprolite-i--i i i i 715.99 Boring Terminated at 20 feet NOTES: 0 0 LOG OF BORING GP-7 ENGINEERING

• TESTING Sheet 1 of 1 Z ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-7 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 12.9 ft BLS DRILLING CONTRACTOR:

S&ME DRILLING METHOD: DATE COMPLETED: Direct-Push 5/6/08 LATITUDE: 34°47'32.61' LONGITUDE: 82 0 53'44.42" TOP OF CASING ELEVATION: 738.41 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL -r 0 DESCRIPTION ' DETAILS W < WELL CONSTRUCTION DETAILS D I UF- --J 0) 0 W Brown micaceous silty SAND, saprolite 0-5-10-15 20 I"", 0.00 1.GS 1735.99 3.00 BS 1732.99 Red brown micaceous clayey silty SAND, saprolite PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.42 ft ALS to 5 ft BLS GROUT Type: Interval: SEAL Type: Granular Bentonite GS to 3 ft Interval: FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft 5.00 1 TSC 1730.99 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft I-(0.Cn Brown micaceous silty SAND;, saprolite Boring Terminated at 20 feet LEGEND E FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT COMPLETION REPORT OF o0 TEMPORARY WELL No. GP-7 ENGINEERING .TESTING Sheet 1 of 1 W ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195

• 68iME Boring Number: GP-7 Sample No: 1 Depth (ft-bls):

0.0 -4.0 Sample No: 2 Depth (ft-bls): 4.0 -8.0 Sample No: 3 Depth (ft-bls): 8.0 -12.0 Sample No. 4 Depth (ft-his): 12.0 -16.0 Sample No: 5 Depth (ft-his): 16.0 -20.0 Page 1 of I LOG OF BORING NO. GP-8 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 10.14 ft BLS 5/11/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.24 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus This log is part of the report prepared for the named project and should be w read together with that report for complete interpretation. This summary 2E z 4 .5 applies only at the location of this boring and at the time of drilling.n a- L_ a-_ J Subsurface conditions may differ at other locations and may change at this H >m o< o > 3 2 location with the passage of time. The data presented is a simplification of<ow (o actual conditions encountered. < _ _I (n DESCRIPTION REMARKS 736.24 731.24 726.24 ij Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 5--Y-I ~rI 4 4 Brown micaceous sandy SILT; saprolite lIU I- F-,v 4 4 4 4 I-721.241 15-Brown sandy clayey SILT; saprolite 716.24 A~ +-I 1 4 Boring Terminated at 20 feet NOTES: LOG OF BORING GP-8> NGINEERING -TESTING Sheet 1 of I z EVRNETLSRIE WNvRNETLSRiE COMPLETION REPORT OF TEMPORARY WELL No. GP-8 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DRILLING CONTRACTOR: DRILLING METHOD: DATE COMPLETED: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 10.14 ft BLS S&ME Direct-Push 5/1/08 LATITUDE: 34047'33.40" LONGITUDE: 82053'44.77" TOP OF CASING ELEVATION: 738.83 DATUM: MSL LOGGED BY: S. Dacus STRATA WELL CONSTRUCTION DETAILS 0 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.59 ft ALS to 5 ft BLS Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 5 GROUT Type: Interval: Granular Bentonite GS to 3 ft Brown micaceous sandy SILT; saprolite 10 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft Brown sandy clayey SILT; saprolite 15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft 20 LEGEND Boring Terminated at 20 feet E FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT$S&ME COMPLETION REPORT OF TEMPORARY WELL No. GP-8 Sheet 1 of 1 MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-8 6&MEhli lw&/Sample No: 1 Depth (ft-bls): 8.0 -12.0 Sample No: 2 Depth (gt-bls): 12.0 -16.0 Sth W R Sampe N: 3 ept (ftbls: 160 -20.Page 1 of I LOG OF BORING NO. GP-9 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 6.98 ft BLS 4/29/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.35 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus Of. This log is part of the report prepared for the named project and should be M " cý read together with that report for complete interpretation. This summary S LW o " Z 0 OE -applies only at the location of this boring and at the time of drilling.z L 0 Subsurface conditions may differ at other locations and may change at this Sz 2 > ",-_L< < 2 location with the passage of time. The data presented is a simplification of EL .actual conditions encountered. _ _ U _ _ _ D I R CnDESCRIPTION REMARKS 736.35-731.35 Drilling location had been vacuum excavated to a depth of 7.3 feet below ground surface_5-0.7 0.4 4 4 4 4 4 4 I-V)726.35 721.35 716.35 Orange brown clayey SILT; saprolite Brown micaceous fine sandy SILT; saprolite 10-I Orange micaceous clayey SAND, saprolite 15-Brown micaceous silty SAND, saprolite 20-Boring Terminated at 20 feet NOTES: LOG OF BORING GP-9 z> ENGINEERING

• TESTING Sheet 1 of 1 LU ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-9 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina WATER LEVEL: 6.98 ft BLS DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 4/29/08 LATITUDE: 34047'35.06" LONGITUDE: 82053'45.51' TOP OF CASING ELEVATION: 738.54 DATUM: MSL LOGGED BY: S. Dacus I WELL CONSTRUCTION DETAILS PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.19 ft ALS to 5 ft BLS GROUT Type: Interval: Granular Bentonite GS to 3 ft SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft LEGEND U)En FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT w 0 0 z 0 ENGINEERING -TESTING COMPLETION REPORT OF TEMPORARY WELL No. GP-9 Sheet 1 of I c.%A N WKISE CES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 1W a&ME Boring Number: GP-9 Sample No: 1 Depth (ft-bls): 7.3 -8.0 Sample No: 3 Depth (ft-bls): 12.0 -16.0 Sample No: 4 Depth (ft-bls): 16.0 -20.0 Page 1 of I LOG OF BORING NO. GP-10 Sheet 1 of I PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 6.53 ft BLS 4/29/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.70 DATUM: MSL WEATHER: Sunny*LOGGED BY: S. Dacus[I" This log is part of the report prepared for the named project and should be W read together with that report for complete interpretation. This summary n LU w- LU " O .0 applies only at the location of this boring and at the time of drilling.z CL° 0- Lu __ -- -- OL C Subsurface conditions may differ at other locations and may change at this S o location with the passage of time. The data presented is a simplification of< 5 , 0 a > > actual conditions encountered. < _DO U) DESCRIPTION REMARKS 0.7 0.4 4 4 4 4 0 (i Od 736.70 731.70 Drilling location had been vacuum excavated to a depth of 7.3 feet below ground surface 5-726.701 10 Brown micaceous sandy SILT; saprolite Orange brown clayey SILT; saprolite Brown micaceous fine sandy SILT; saprolite Orange micaceous clayey SAND; saprolite Quartz fragments Brown micaceous silty SAND; saprolite 721.701 15 Boring Terminated at 18 feet NOTES: U LOG OF BORING GP.-10 z z> ENGINEERING .TESTING Sheet 1 of 1 zu ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-10 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DRILLING CONTRACTOR: DRILLING METHOD: DATE COMPLETED: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 6.53 ft BLS S&ME Direct-Push 4/29/08 LATITUDE: 34047'35.91 LONGITUDE: 82053'45.87' TOP OF CASING ELEVATION: 738.84 DATUM: MSL LOGGED BY: S. Dacus STRATA z WLL 0- 0 0 I DETAILS H-WL D H DD WELL CONSTRUCTION DETAILS DESCRIPTION W W>- w- _j -j U) 0 u H i [ 0 0.00 1GS 736.70 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.14 ft ALS to 8 ft BLS Drilling location had been vacuum excavated to a depth of 7.3 feet below ground surface V-5 6.00 BS 730.70 GROUT Type: Interval: Granular Bentonite GS to 6 ft Brown micaceous sandy SILT; saprolite Orange brown clayey SILT; saprolite Brown micaceous fine sandy SILT; saprolite Orange micaceous clayey SAND, saprolite Quartz fragments Brown micaceous silty SAND, saprolite Boring Terminated at 18 feet 8.00 TSC [728.70-10-15 SEAL Type: Interval: FI LTERPACK Type: #1 Sand Interval: 6ftto 18ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft LEGEND I-0 0 (I)0~0 E FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT U)0 0 z 0 A-#S&ME ENG ERINg,-COMPLETION REPORT OF TEMPORARY WELL No. GP-10 Sheet 1 of 1_tNGIKNEERN1* TSIN Set o-MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-10 Sample No: 1 Depth (ft-bls): 7.3 -8.0 Sample No: 2 Depth (ft-bls): 8.0 -12.0 Sample No: 3 Depth (ft-bls): 16.0 -18.0 Page 1 of I LOG OF BORING NO. GP-11 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 5.76 ft BLS 4/30/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.16 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus W -7This log is part of the report prepared for the named project and should be W .-, read together with that report for complete interpretation. This summary , W , >- w,, E v _ 0 -c applies only at the location of this boring and at the time of drilling.O 3 W _ 0 Subsurface conditions may differ at other locations and may change at this< 2 location with the passage of time. The data presented is a simplification of a- .n <> >0 C o Z > ,,, actual conditions encountered. < RMK U) DESCRIPTION REMARKS 1 0.75 4 3 4 4 2 2.2 0-qD OL 736.16 731.16Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 5-Brown micaceous sandy SILT; saprolite 726.161 10-Brown micaceous clayey sandy SILT; saprolite 721.161 15-Boring Terminated at 18 feet NOTES: LOG OF BORING GP-11> ENGINEERING -TESTING Sheet 1 of 1 z ENVIRONMENT1AL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-1 1 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION: Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 4/30/08 WATER LEVEL: 5.76 ft BLS LATITUDE: 34047'36.81" LONGITUDE: 82053'45.87 TOP OF CASING ELEVATION: 738.32 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL 0 o 0 D IDETAILS N W -D WELL CONSTRUCTION DETAILS DESCRIPTION o , ,_ I __>- w_ -j i-+ 0 Drilling location had been vacuum excavated to a depth of 7 feet below ground surface Brown micaceous sandy SILT; saprolite Brown micaceous clayey sandy SILT;saprolite Boring Terminated at 18 feet 5 10 15 y 0.00 1 GS 1736.161 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.16 ft ALS to 8 ft BLS 6.00 BS 730.16 GROUT Type: Interval: Granular Bentonite GS to 6 ft 8.00 TSC 728.16 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 6ftto 18ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft X CD LEGEND E FILTER PACK I BENTONITE] CEMENT GROUT]CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT W COMPLETION REPORT OF TEMPORARY WELL No. GP-1 1 ENGINEERING

• TESTING Sheet 1 of 1 W ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195

$68mE Boring Number: GP-11 Sample No: 2 Depth (ft-bls): 8.0 -12.0 Sample No: 3 Depth (ft-bls): 12.0- 16.0 Sample No: 4 Depth (ft-bls): 16.0 -18.0 Page 1 of I LOG OF BORING NO. GP-12 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 6.23 ft BLS 4/30/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.26 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus This log is part of the report prepared for the named project and should be z read together with that report for complete interpretation. This summary w _ z 0 E -- applies only at the location of this boring and at the time of drilling.-_ a --O _Oa Subsurface conditions may differ at other locations and may change at this_J"Z) g 2 location with the passage of time, The data presented is a simplification of J < 0 > w actual conditions encountered. 2 0 w 0 91< < w _D U)DESCRIPTION REMARKS-i + i i -1736.26 1) +-+-+ F Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731.26 5-4 2.8 4 4 2 2 726.261 10-Brown micaceous sandy SILT, with quartz fragments; saprolite 721.261 15-Boring Terminated at 18 feet U)co NOTES: LOG OF BORING GP-12 z> ENGINEERING

• TESTING Sheet 1 of 1 W -ENVIRONMENtAL SERICES COMPLETION REPORT OF TEMPORARY WELL No. GP-12 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 4/30/08 WATER LEVEL: 6.23 ft BLS LATITUDE: 34 0 47'37.199" LONGITUDE: 82053'44.89' TOP OF CASING ELEVATION: 738.33 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL -0 0 0 DETAILS It w WELL CONSTRUCTION DETAILS DESCRIPTION m aw U/) 0 LU H 0 0.00 1 GS 736.26 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.07 ft ALS to 8 ft BLS Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 5 10 15 6.00 BS 730.26 GROUT Type: Interval: Granular Bentonite GS to 6 ft 8.00 TSC 1728.26 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 6 ft to 18 ft Brown micaceous sandy SILT, with quartz fragments; saprolite Boring Terminated at 18 feet SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft a I-0 0 u 0~C, 0 w 0 LEGEND FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT E$=M COMPLETION REPORT OF 0TEMPORARY WELL No. GP-12 ENGINEERING

• TESTING Sheet 1 of 1 O. ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-12 qvýE Sample No: 1 Depth (ft-bls):

8.0 -12.0 Sample No: 3 Depth (ft-bls): 16.0 -18.0 Page 1 of 1 LOG OF BORING NO. GP-13 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 4.39 ft BLS 4/30/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.12 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus W- --7. This log is part of the report prepared for the named project and should be uo I W " S , read together with that report for complete interpretation. This summary"Z -O applies only at the location of this boring and at the time of drilling.a- _ .u _ O L O Subsurface conditions may differ at other locations and may change at this Lu , > < rn of <FI-_ U)=) g-C location with the passage of time. The data presented is a simplification of CQ ' o. > > D U) actual conditions encountered. CD DESCRIPTION REMARKS-I-F I I t-736.12.731.12 U Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 5-1 0.42 4 3 Brown micaceous sandy SILT; saprolite i i i i i 726.121 10-Red brown micaceous clayey SILT; saprolite 4 4-721.121 15-2 0 No recovery I-U)Boring Terminated at 18 feet NOTES: 0 0z LOG.OF BORING GP-13 ENGINEERING

• TESTING Sheet 1 of 1 Z ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-13 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION:

Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 4/30/08 WATER LEVEL: 4.39 ft BLS LATITUDE: 34047'37.49 LONGITUDE: 82053'43.88' TOP OF CASING ELEVATION: 738.26 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL 0- 0 0 0 DESCRIPTION D L WELL CONSTRUCTION DETAILS 0 0 W-1 0 Drilling location had been vacuum excavated to a depth of 7 feet below ground surface Brown micaceous sandy SILT; saprolite Red brown micaceous clayey SILT; saprolite-5-10-15 7 0.00 1GS 736.12 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.14 ft ALS to 8 ft BLS 6.00 BS 1730.12 GROUT Type: Interval: Granular Bentonite GS to 6 ft 8.00 TSC 1728.12 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 6 ft to 18 ft SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft No recovery Boring Terminated at 18 feet I-ti 0 ui~0 0~0 LEGEND FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT z 0 ~TEMPORARY WELL No. GP-1 3 2ENGINEERING -TESTING Sheet 1 of 1 W ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 1 AH~E Boring Number: GP-13 Sample No: I Depth (ft-bls): 7.0-8.0 Sample No: I Depth (ft-hIs): 7.0 -8.0 Sample No: 2 Depth (ft-bls): 8.0 -12.0 Sample No: 3 Depth (ft-bls): 12.0 -16.0 Page 1 of I LOG OF BORING NO. GP-14 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 3.8 ft BLS 5/1/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.39 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus 0" -This log is part of the report prepared for the named project and should be wu read together with that report for complete interpretation. This summary 2 " w w > w > "E 0 , E z applies only at the location of this boring and at the time of drilling.D J u) 1: O Subsurface conditions may differ at other locations and may change at this L z (n -location with the passage of time. The data presented is a simplification of a n U 0 >< > " actual conditions encountered. SDui zR-I PTOJ R< ,-I U)o DESCRIPTION -- REMARKS+ i i i +736.39 u +736.39 v T Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 731.39 5-4 4 7 4 4 7 4 4 7 I-CO Brown micaceous sandy SILT: saorolite'26.391 10-Brown micaceous clayey SILT; saprolite'21.391 15-Tan micaceous clayey SAND'16.39 Boring Terminated at 20 feet NOTES: 0ý> ENGINEERING -TESTING Sheet 1 of 1 W ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-14 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DRILLING CONTRACTOR: DRILLING METHOD: DATE COMPLETED: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 3.8 ft BLS S&ME Direct-Push 5/1/08 LATITUDE: 34047'37.80' LONGITUDE: 82053'42.85" TOP OF CASING ELEVATION: 738.95 DATUM: MSL LOGGED BY: S. Dacus I STRATA WELL CONSTRUCTION DETAILS 0 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.56 ft ALS to 5 ft BLS Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 5 GROUT Type: Interval: Granular Bentonite GS to 3 ft-10 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft Brown micaceous clayey SILT; saprolite-15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft Tan micaceous clayey SAND C/)0~Boring Terminated at 20 feet 20 LEGEND FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACI_ STATIC WATER L TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT KFILL EVEL z COMPLETION REPORT OF 0TEMPORARY WELL No. GP-14 ENGINEERING -TESTING Sheet 1 of 1_ENVIRONMENTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project La& NIE S&ME Project No: 1264-08-195 Boring Number: GP-14N-Sample No: 1 Depth (ft-bls): 7.0 -8.0 Sample No: 2 Depth (ft-his): 1.0 -16.0 Sample No: 4 Depth (ft-bls): 16.0 -12.0 Sample No: 4 Depth (ft-bls): 16.0 -20.0 Page 1 of I LOG OF BORING NO. GP-15 Sheet 1 of 1 PROJECT: PROJECT NO: PROJECT LOCATION: DATE COMPLETED: DRILLING CONTRACTOR: DRILLER: DRILLING METHOD: SAMPLING METHOD: Oconee Nuclear Station 1264-08-195 Seneca, South Carolina WATER LEVEL: 2.51 ft BLS 5/11/08 S&ME A. Jennings Direct-Push Macro-Core GROUND SURFACE ELEVATION: 736.28 DATUM: MSL WEATHER: Sunny LOGGED BY: S. Dacus (r This log is part of the report prepared for the named project and should be W read together with that report for complete interpretation. This summary_ w- w W 0 E 2 _- applies only at the location of this boring and at the time of drilling.L 0 C .W _ Cr I 0 Subsurface conditions may differ at other locations and may change at this Z O >,- U) U) < location with the passage of time. The data presented is a simplification of w < 0 >. § < o actual conditions encountered.(oU U .w o (UCf< < ___w U) DESCRIPTION REMARKS-I. l.-t -I +736.28 731.28 li f- i VI v Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 5-4 2.3*726.281 10-Brown micaceous silty SAND, saprolite 4 4*721.28 4 4____ ____716~Brown silty sandy CLAY; saprolite 15-Tan micaceous silty sandy CLAY 20 Boring Terminated at 20 feet.281 , ,v I-Cn NOTES: CLOG OF BORING GP-15> ENGINEERING -TESTING Sheet 1 of 1 w ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-1 5 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 PROJECT LOCATION: Seneca, South Carolina DRILLING CONTRACTOR: S&ME DRILLING METHOD: Direct-Push DATE COMPLETED: 5/11/08 WATER LEVEL: 2.51 ft BLS LATITUDE: 34047'38.10" LONGITUDE: 82 0 53'41.85" TOP OF CASING ELEVATION: 738.66 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL T 001 DESCRIPTION CC DETAILS F- _ X WELL CONSTRUCTION DETAILS>- LwJ -J -j U) 0 W {Drilling location had been vacuum excavated to a depth of 8 feet below ground surface Brown micaceous silty SAND;, saprolite..-0-5-10-15 20 I""...3.00 BS 733.28 T 5.00 TSC 1 731.28 GROUT Type: Interval: Granular Bentonite GS to 3 ft 0.00 1 GS 1 736.28 SEAL Type: Interval: FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.38 ft ALS to 5 ft BLS Brown silty sandy CLAY; saprolite SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft Z4 (9 Tan micaceous silty sandy CLAY Boring Terminated at 20 feet LEGEND E FILTER PACK BENTONITE CEMENT GROUT CUTTINGS / BACKFILL STATIC WATER LEVEL TOC GS BS BOC TSC BSC TD CG TOP OF CASING GROUND SURFACE BENTONITE SEAL BASE OF OUTER CASING TOP OF SCREEN BOTTOM OF SCREEN TOTAL DEPTH CEMENT GROUT w COMPLETION REPORT OF I-0 TEMPORARY WELL No. GP-15 2ENGINEERING -TESTING Sheet 1 of 1 WENAvRONMEMTAL SERVICES MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station -Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-15 ,ýW a Sample No: I Depth (ft-bls): 8.0 -12.0 Sample No: 3 Depth (ft-bls): 16.0 -20.0 Page 1 of I APPENDIX F NON-HAZARDOUS WASTE MANIFEST Please print or type (Form designed for use on elite (12 pitch) typewriter) NON-HAZARDOUS 1ý Generatr's US EPA ID No. Maniiest WASTE MANIFEST DDcum 3. S cit 3. Generator's Name and Mating Address N ~ k 4,'ameie % *4. Generators Phone, ,5?11 e en, :5 6 5. Transporter 1 Company Name 6. US EPA ID Num1 A, State Transporters tD ISM -', ,DC Vge, C610 I 2 9 / B.Transporter1Phone T O ( A7 /9, 7. Transporter 2 Company Name 8. US EPA ID Number C. State Traneporteres ID I D. Transporter 2 Phone 9. Designated Facility Name and Site Address 10. US EPA ID Number E. State Facility's ID 5TA-T,:LA)c.__ _ _ _ _ _ _ _ _.306 2 .LJL; fl&- F. Facilty's Phone 11. WASTE DESCRIPTICN

12. Containers 13 14.Total Unit No. Type Quantity Wt./volt a.6oJL +. 6C~C ___ _ _ _c.R d.G. Additional Descriptions for Materials Listed Above H. Handling Codes for Wastes Listed Above w I-0 0 Z 0 z 15, Special Handling Instructions and Additional Information caQ.S &4zz 16. GENERATOR'S CERTIFICATION:

I hereby certify that the contents of this shipment are fully and accurately described and are in all respects in proper condition for transport. The materials described on this manifest are not sub)ect to federai hazardous waste regulations. Date Printed/Typed Name Si ayp Month Day Year W17Transporter 1 Ace d Name [Signature/ k\ 1.\ f ' Month Day Year S ,tj r IJO% x'p' .... ! Ijs T 18, Transporter 2 Acknowledgement of Receipt of Materials Date A Printed/Typed Name Signature Month Day Year E i i in. Discrepancy Indicatton Space I 218. Facility Owrer or Operator; Certification of receipof f the waste materaiss covered by this manifest, eDcept as noted in Item 19.Pi ypedName S a Month Day Year CF14 mZ 2002 [A LAAST.R0 (800) 621-5808 mv,.labelmaslei.com j@ renrmaflEc~at5ee55 e5eC55eOr.5e~ l~l~ifd6' WORTfH CAPROIANA 4330; SOLF A~CR~ES DRIVE~CHAF oRrWTE, ic i52tai1-5La i.f.1 5 zF -4 ti 5-, F41 -L J, 4 J ;~E ".-I "H-I£B I LL .T 0 3& MEE 15 5 T R 14 11 STRE ET* 3~PfAR~TAlNBURG SC 29301, S 1, 1 P 0C " G &- M E OICONEE NUCLEAR PLA~NT COJNTR~cfl#. z~amen~at S I TE.z SMN: 33489 CUSCTOMER 2AV 24 4 6 TEL: ý4-574-2360i ýTSTGMEJR P"AICIKUP PPIGE -1 1 C';.RETUWý11 DA~TE OFF R-0`T J'RODUF'1 A* DESCRIPTION -E M;.OYor~PRT~' 1 L~N-7~I~ 2 O 84A F E'11E R 4 Qj 0~t7 ievl A p12F$lA 1(04- (-YC0j jl 1 g# ~4HC k Y 1 5t& (0o Vpi ý1d, IE fFa NT. ER as context requires), shall be deemed to a-cept ordering, or delivery of equipment to customer, whichever comes first./a7 7.SJGNATURAJE TITLE DATE THIS IS AN AGREEMEN, READ BOTH SIDES BEFORE SIGNING.BRANCH A/R J APPENDIX hDuke EEnergyz IF Radiological Data for Job: 08-JAN-0002 -Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000018 Location: MW-RP01 Collection Date: 1/9/2008 10:30:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP01 ALP HAT~P GRO0SS ALPHA W1CkTERANALYS(IOC ___Units: pCi/liter Activity -Error Calculated MDA Reportingq Level ALPHA 3.160E-01 1.940E-01 0.627 No limits specified BETAH2O ýSS BETA WATER ANALYSIS __Units: pCi/liter Activity -Error Calculated MDA Reportinq Level BETA < 1.49E-01 1.25 No limits specifiedIAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 3.525E+00 0.009E+00 C058 < 4.688E+00 O.000E+00 FE59 < 9.614E+00 0.000E+00 C060 < 5.045E+00 0.OOOE+00 ZN65 < 7.779E+00 0.OOOE+00 NB95 < 4.846E+00 0.000E+00 ZR95 < 7.244E+00 0.O00E+00 1131 < 5.662E+00 0.000E+00 CS134 < 4.306E+00 0.000E+00 CS137 < 4.164E+00 0.000E+00 BALA140 < 5.728E+00 0.000E+00 BE7 < 3.381E+01 0.000E+00 K40 1.485E+02 2.710E+01.alculated MDA 3.525 4.688 9.614 5.045 7.779 4.846 7.244 5.662 4.306 4.164 5.728 33.81 42.59 Reportinq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified H3GW I-RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter ArtivitIv -Frrnr C ll atel d M[13A< -1.64E+02 190 Reportinq Level No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 4.97 Temp Celcius (degrees C) 19.8 Dissolved Oxygen (mg/L) 1.63 Spec. Cond. (field) micromhos/cm 20 Oxidation Reduction Potential (ORP)(mV) 468 Turbidity (field) NTU 2.1 Station: OCONEE Sample #: 28000019 Location: MW-RP02 Collection Date: 1/9/2008 08:50:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP02 20p GROSS A -6 OU~j ,E S) 7.....1 ALPHAH-2P~~ ALPH ERAN\ALYSIS PI0LC IEV 7~7~-Units: pCi/liter Activity -Error Calculated MDA Reporting Level ALPHA 5.260E-01 2.200E-01 0.648 No limits specified PAGE 1 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-JAN-002 = 1 Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000019 Location: MW-RP02 Collection Date: 1/9/2008 08:50:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP02 PUETA:p i/ t 2 GR Units: pCilliter Art-iwihi -I~rrnr (n'ýlofr'iI l ftAfA 12n n-rtinr I nn 1.280E+00 3.990E-01 1.25 BETA QAMMAGW G ,AMMA GROUND WATER ANALYSIS H I -"J I V I L1 Activiti -Errnrl MN54 C058 FE59 CO60 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 5.470E+00 0.000E+00< 5.434E+00 0.OOOE+00< 9.048E+00 O.000E+00< 5.552E+00 0.000E+00< 9.869E+00 0.000E+00< 6.455E+00 0.000E+00< 9.623E+00 0.000E+00< 7.812E+00 0.000E+00< 4.263E+00 0.000E+00< 4.393E+00 0.000E+00 Calculated MDA 5.470 5.434 9.048 5.552 9.869 6.455 9.623 7.812 4.263 4.393 9.209 38.58 37.84 U ýj L 1. I-.v~ t No limits specified ReportinQ Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified< 9.209E+00< 3.858E+01 7.126E+01 0.000E4-00 0.000E4-00 1 .940E4-01 H3GW ___ [TRITIUMANALYSIS OF GROUND WATER-Units: pCi/liter At-iih, I ( I,, +, K/Al'A D,.. -I.. .. I a Iw 188 No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 6.09 Temp Celcius (degrees C) 19.05 Dissolved Oxygen (mg/L) .25 Spec. Cond. (field) micromhos/cm 60.6 Oxidation Reduction Potential (ORP)(mV) 285 Turbidity (field) NTU 13.1 Station: OCONEE Location: MW-RP03 Type: BURIAL WELL ALPHAH20 P G] ROSS, ALPHA-WAT,_ER ,ANALYSIS (PICOCURIES)__ Units: pCi/liter Artivit -FIrrnr (7nir-"Inl I kllA Sample #: 28000020 Collection Date: 1/9/2008 10:25:00 ONS TUBE BURIAL I MW-RP03 3.240E-01 2.OOOE-01 0,648 Reportinq Level No limits specified ALPHA BETAH2Q ]53ROSS BETA WATER ANALYSIS Units: pCi/liter Artivit\/ -Irrnr Kl'IpAtnAd N/f1A 7.380E-01 3.860E-01 1.25 Reportinq Level No limits specified BETA PAGE 2 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-JAN-0002 I Report Generated: 2/4/2008 11:23:32 Station: OCONEE Location: MW-RP03 Type: BURIAL WELL GAMMAYL_ AMMA GROUND WATER ANALYSIS Units: pCilliter Activity -Error Calculated MDA MN54 < 4.990E+00 0.000E+00 4.990 C058 < 7.369E+00 0.000E+00 7.369 FE59 < 1.292E+01 0.000E+00 12.92 C060 < 5.851E+00 0.000E+00 5.851 ZN65 < 9.463E+00 0.OOOE+00 9.463 NB95 < 7.245E+00 0.000E+00 7.245 ZR95 < 1.002E+01 0.000E+00 10.02 1131 < 8.731E+00 0.000E+00 8.731 CS134 < 7.295E+00 0.000E+00 7.295 CS137 < 6.523E+00 0.00OE+00 6.523 BALA140 < 1.069E+01 0.000E+00 10.69 BE7 < 6.252E+01 0.000E+00 62.52 K40 6.958E+01 2.572E+01 85.50 Sample #: 28000020 Collection Date: 1/912008 10:25:00 ONS TUBE BURIAL / MW-RP03 Reporting Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified H3GW ]TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A..+.;+ 4 ... :,.-1 Il{ r + A l K AM%,UV I -LiVIU< -7.92E+01 0 tdIuU d3UIVL¶187 Reporting Level No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 5.71 Temp Celcius (degrees C) 19.17 Dissolved Oxygen (mg/L) 2.02 Spec. Cond. (field) micromhos/cm 30.9 Oxidation Reduction Potential (ORP)(mV) 320 Turbidity (field) NTU 16.2 Station: OCONEE S Location: A-1 Collection Date: Type: CTP GWATER ONS GROUND WATER PROTECTIC AKMMAGWI *. GAMMA GROUND WATER ANALYSIS j -.-77" 7.--Units: pCi/liter Ar-fi\if\t -Prrmr t ln" lofnth ri hARA Dn rin I --l ample #: 28000021 1/9/2008 08:15:00)N PROGRAM /A-1 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS 137 BALA140 BE7 K40" 4.477E+00 0.OOOE+00" 4.308E+00 0.000E+00< 8.662E+00 0.000E+00< 5.106E+00 0.OOOE+00< 9.882E+00 0.000E+00< 5.298E+00 0.OOOE+00< 7.339E+00 0.OOOE+00" 5.329E+00 0.OOOE+00" 4.850E+00 0.OOOE+00< 4.133E+00 0.000E+00< 5.816E+00 0.000E+00< 3.908E+01 0.000E+00 5.424E+01 2.740E+01 4.477 4.308 8.662 5.106 9.882 5.298 7.339 5.329 4.850 4.133 5.816 39.08 47.07 No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified Nolmt! pcfe PAGE 3 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke EEnergy.Radiological Data for Job: 08-JAN-0002 I Report Generated: 2/4/2008 11:23:32 Station: OCONEE Location: A-1 Type: CTP GWATER ONS GROUND H3GW ]TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A ('fil-,, + At, h/nA Sample #: 28000021 Collection Date: 119/2008 08:15:00 NATER PROTECTION PROGRAM I A-1 Reporting Level No limits specified 2.120E+03 7.696E+01 159 H3 Field Parameters Elevation (ft (msl)) 793.44 pH (field) SU 6.51 Temp Celcius (degrees C) 18.07 Dissolved Oxygen (mg/L) N/A Spec. Cond. (field) micromhos/cm 181 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 3.5 Station: OCONEE Location: A-2 Type: CTP GWATER] 6AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 3.816E+00 0.000E+00 C058 < 4.121E+00 0.000E+00 Sample #: 28000022 Collection Date: 118/2008 11:30:00 ONS GROUND WATER PROTECTION PROGRAM I A-2 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 7.906E+00< 4.685E+00" 8.915E+00< 4.670E+00" 7.030E+00< 4.336E+00< 3.833E+00 0.OOOE+00 0.000E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.000E+00 alculated MDA 3.816 4.121 7.906 4.685 8.915 4.670 7.030 4.336 3.833 3.737 5.396 31.68 52.60 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified< 3.737E+00 0.OOOE+00< 5.396E+00< 3.168E+01< 5.260E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 Units: pCi/liter A _ 4 C .r ., i.+ ,4A RAMA ,3 1WvILV -L.IftJ 4.890E+02 5.590E+01 158 VXHVjUI L U L"Vw I No limits specified H3 Field Parameters Elevation (ft (msl)) 793.31 pH (field) SU 6.37 Temp Celcius (degrees C) 19.38 Dissolved Oxygen (mg/L) N/A Spec. Cond. (field) micromhos/cm 126 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 1.6 PAGE 4 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.... Radiolog ic Data for Job: 08-JAN-O0082 1 Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000023 Location: A-8 Collection Date: 11912008 09:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM /A-8,G.KAMAGROUND WATEANALYSIS"............. Units: pCi/liter A,+i~,ih, -Prrnr ('rIr.,,lltD4 Ai, I .-I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 3.725E+00 0.000E+00" 3.280E+00 0.000E+00" 7.750E+00 0.000E+00< 3.565E+00 0.000E+00< 8.858E+00 0.000E+00< 4.100E+00 0.000E+00" 6.422E+00 0.000E+00< 4.284E+00 0.OOOE+00" 3.787E+00 0.000E+00< 3.455E+00 0.000E+00< 5.648E+00 0.000E+00< 3.182E+01 0.000E+00" 6.517E+01 0.000E+00 3.725 3.280 7.750 3.565 8.858 4.100 6.422 4.284 3.787 3.455 5.648 31.82 65.17 No limits speifieJ No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified H3GW h IRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arftiitwi .-:rrnr (.rlil Infori hAnA 1.740E+02 5.100E+01 158 Reporting Level No limits specified H3 Field Parameters Elevation (ft (msl)) 800.08 pH (field) SU 5.41 Temp Celcius (degrees C) 18 Dissolved Oxygen (mguL) N/A Spec. Cond. (field) micromhos/cm 53.2 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 1.51 Station: OCONEE Sample #: 28000024 Location: A-9 Collection Date: 1/7/2008 13:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM I A-9 AMMAGW AMMA GROUND WATER ANALYSIS .Units: pCi/liter Activity -Error Calculated MDA Reportingq Level MN54 < 3.854E+00 0.OOOE+00 3.854 No limits specified C058 < 4.595E+00 0.OOOE+00 4.595 No limits specified FE59 < 8.939E+00 0.OOOE+00 8.939 No limits specified C060 < 5.085E+00 0.OOOE+00 5.085 No limits specified ZN65 < 9.834E+00 0.OOOE+00 9.834 No limits specified NB95 < 4.475E+00 0.OOOE+00 4.475 No limits specified ZR95 < 7.665E+00 0.OOOE+00 7.665 No limits specified 1131 < 6.608E+00 0.OOOE+00 6.608 No limits specified CS134 < 3.804E+00 0.OOOE+00 3.804 No limits specified CS137 < 4.098E+00 0.OOOE+00 4.098 No limits specified BALA140 < 6.959E+00 0.OOOE+00 6.959 No limits specified BE7 < 3.767E+01 0.OOOE+00 37.67 No limits specified K40 6.147E+01 2.431E+01 48.99 No limits specified PAGE 5 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Station: OCONEE Location: A-9 Type: CTP GWATER Radiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 11:23:32 Sample #: 28000024 Collection Date: 1/7/2008 13:45:00 ONS GROUND WATER PROTECTION PROGRAM / A-9 H3GW _ TRITIUM ANALYSIS OF GROUND WATER _-----]Units: pCi/liter A i,,i, -i"flC:,I, M IrInf A K, IA 0 ..I flivL -L..I1tJ 2.740E+03 8.350E+01 0 ,OI%,UIOLIU IC V IV J.159 IX;JUI III I"U LvzIl No limits specified H3 Field. Parameters Elevation (ft (msl)) 792.82 pH (field) SU 5.98 Temp Celcius (degrees C) 19.23 Dissolved Oxygen (mg/L) N/A Station: OCONEE Location: A-10 Type: CTP GWATER Spec. Cond. (field) micromhos/cm 361.1 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 3.28 Sample #: 28000025 Collection Date: 1/9/2008 12:45:00 ONS GROUND WATER PROTECTION PROGRAM / A-10 ,GAMMAGW :G:ýAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 4.669E+00 0.OOOE+00 C058 < 4.642E+00 0.OOOE+00 FE59 < 9.570E+00 0.OOOE+00 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.931E+00< 9.864E+00" 6.545E+00< 8.027E+00< 5.615E+00< 5.160E+00< 4.803E+00< 6.839E+00< 3.905E+01 7.125E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 3.093E+01 alculated MDA 4.669 4.642 9.570 4.931 9.864 6.545 8.027 5.615 5.160 4.803 6.839 39.05 57.07 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified UitsGW i/iter ^ITII;,UMANALYSIS OF GROUNDWATER ir ._____ ..9 Units: pCi/liter A f;s i+, C f' 1 1 4 A AnlA E3%, AVLY. -LJIuI 5.340E+02 5.630E+01 3,dIL, UId.U IVIl V P 157 rXoIJUl LII InL LeVeI No limits specified H3 Field Parameters Elevation (ft (msl)) 691.05 pH (field) SU 6.23 Temp Celcius (degrees C) 18.46 Dissolved Oxygen (mg/L) N/A Spec. Cond. (field) micromhos/cm 146.1 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 1.83 PAGE 6 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08"JAN-0002 Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000026 Location: A-1I Collection Date: 1/9/2008 12:50:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-1I,AM-M--GROUND WATER ANALYSIS ..J...Units: pCi/liter A-ti,,ih, -r- r... I-I f A lrDA r ; I I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 5.014E+00 0.000E+00" 4.342E+00 0.000E+00" 8.623E+00 0.000E+00" 5.072E+00 0.000E+00" 9.983E+00 0.00OE+00" 5.578E+00 0.000E+00" 7.145E+00 0.000E+00" 4.839E+00 0.000E+00" 4.609E+00 0.000E+00" 4.231E+00 0.000E+00" 5.586E+00 0.000E+00" 3.736E+01 0.000E+00 9.784E+01 2.391E+01 5.014 4.342 8.623 5.072 9.983 5.578 7.145 4.839 4.609 4.231 5.586 37.36 45.02 No U mts spVeie No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified Units: pCi/liter Arti\/ifx -P:rrnr IAnA Pm nrrfin I -,,.I 2.780E+02 5.270E+01 158 H3 No limits specified Field Parameters Elevation (ft (msl)) 695.48 pH (field) SU 5.51 Temp Celcius (degrees C) 1 Dissolved Oxygen (mg/L) NI Station: OCONEE Location: A-12 Type: CTP GWATER PA MA -GW 'Units: pCilliter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALAM BE7 K40 7.51 A Spec. Cond. (field) micromhos/cm 47 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 2.42 Sample #: 28000027 Collection Date: 1/9/2008 10:55:00 ONS GROUND WATER PROTECTION PROGRAM / A-12ýG AI MA GOPND WATýERANALY'SIS _____Activity -Error Calculated MDA Reportinq Level< 3.666E+00 0.000E+00 3.666 No limits specified< 3.868E+00 0.000E+00 3.868 No limits specified< 7.759E+00 0.000E+00 7.759 No limits specified< 3.549E+00 0.000E+00 3.549 No limits specified< 7.933E+00 0,000E+00 7.933 No limits specified< 5.019E+00 0.000E+00 5.019 No limits specified< 6.244E+00 0.000E+00 6.244 No limits specified< 4.329E+00 0.000E+00 4.329 No limits specified< 3.519E+00 0.OOOE+00 3.519 No limits specified" 3.675E+00 0.000E+00 3.675 No limits specified 40 < 5.118E+00 0.OOOE+00 .5.118 No limits specified< 3.157E+01 0.000E+00 31.57 No limits specified 1.357E+02 2.502E+01 39.48 No limits specified PAGE 7 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-JAN-0002 32 Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000027 Location: A-12 Collection Date: 1/9/2008 10:55:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-12 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arfivif\/ -P~rrnr l A P' nrfin. I n-l< -5.84E+01 157 H3 No limits specified Field Parameters Elevation (ft (msl)) 709.21 pH (field) SU 5.1 Temp Celcius (degrees C) 16.34 Dissolved Oxygen (mguL) N/A Spec. Cond. (field) micromhos/cm 18.4 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 4.1 Station: OCONEE Sample #: 28000028 Location: A-13 Collection Date: 1/7/2008 15:50:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-13_AIAGW ;MMA GROUNDVATERANALYGSIS: __.......__ Units: pCi/liter A tiz*i, C (r,-I. I fAl AnA 0 .I; 1 1< 3.478E+00 0.000E+00 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 4.205E+00 7.276E+00 3.909E+00 9.508E+00 4.810E+00 6.687E+00 5.584E+00 3.887E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E4-00 0.000E+00 0.000E+00 O.000E+00 a OFLJI t3 IVI 3.478 4.205 7.276 3.909 9.508 4.810 6.687 5.584 3.887 3.631 5.005 38.45 45.89 I\VIJUl LII IUI LaVul No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified 3.631 E+00 0.000E+00 5.005E+00 0.OOOE+00 3.845E+01 0.OOOE+00 8.591E+01 2.009E+01 H3GW "TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A-ti,,i, -..rrnr r.1I,, 1ýf-l hAnA 1.410E+03 6.870E+01 159 Reportinq Level No limits specified H3 Field Parameters Elevation (ft (msl)) 787.03 pH (field) SU 6.32 Temp Celcius (degrees C) 19.33 Dissolved Oxygen (mg/L) N/A Spec. Cond. (field) micromhos/cm 331 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 60.8 PAGE 8 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OlEnergy.Rdio lgical D a for Job: 08-JAN-0002 Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000029 Location: A-14 Collection Date: 1/7/2008 17:00:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-14~Ar~Af~AGWQ GRUN OWAý-TýER-)ANAL;YSI ___ __Units: pCi/liter Activity -Error Calculated MDA Reportinq Level MN54 < 4.618E+00 0.000E+00 4.618 No limits specified C058 < 5.104E+00 0.000E+00 5.104 , No limits specified FE59 < 9.456E+00 0.OOOE+00 9.456 No limits specified C060 < 5.073E+00 0.OOOE+00 5.073 No limits specified ZN65 < 9.668E+00 0.OOOE+00 9.668 No limits specified NB95 < 6.662E+00 0.000E+00 6.662 No limits specified ZR95 < 7.580E+00 0.0O0E+00 7.580 No limits specified 1131 < 6.768E+00 0.000E+00 6,768 No limits specified CS134 < 5.212E+00 0.000E+00 5.212 No limits specified CS137 < 4.928E+00 O.000E+00 4.928 No limits specified BALA140 < 7.370E+00 O.000E+00 7.370 No limits specified BE7 < 4.471E+01 0.OOOE+00 44.71 No limits specified K40 1.200E+02 2.840E+01 48.52 No limits specified 7~~ ~ ~~~ -I.r 7 " "" H3GW- T VNIU A L IS OF GROUND WATER _ _ _ _ _ _ _ _ _ _Units: pCi/liter Activity -Error Calculated MDA Reportinq Level H3 1.540E+03 6.970E+01 157 No limits specified Field Parameters Elevation (ft (msl)) 785.05 pH (field) SU 6.29 Temp Celcius (degrees C) 19.67 Dissolved Oxygen (mg/L) N/A Spec. Cond. (field) micromhos/cm 198.9 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 278 Station: OCONEE Location: A-17 Type: CTP GWATER'GAMMAGW = GAMMA GROUND WATER ANAL)Units: pCi/liter Arti/it, -Prrnr Sample #: 28000030 Collection Date: 1/8/2008 13:50:00 ONS GROUND WATER PROTECTION PROGRAM / A-17'SIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.919E+00 0.000E+00< 5.531E+00 0.OOOE+00< 8.818E+00 0.000E+00* 6.311E+00 0.OOOE+00* 9.513E+00 0.000E+00< 5.521E+00 0.OOOE+00< 8.248E+00 0.O00E+00< 6.556E+00 0.000E+00< 5.350E+00 O.OOOE+00< 5.135E+00 0.OOOE+00< 7.531E+00 0.OOOE+00< 3.706E+01 O.000E+00 6.562E+01 3.612E+01 Calculated MDA 4.919 5.531 8.818 6.311 9.513 5.521 8.248 6.556 5.350 5.135 7.531 37.06 64.77 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified PAGE9 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-JAN-0002 I Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000030 Location: A-17 Collection Date: 1/8/2008 13:50:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-17 H3GW, [TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter -nfii -.. ('Fl,,iinlnfnr4 NhAlA Onnrfrfinn I ....3.820E+02 5.295E+01 154 No limits specified H3 Field Parameters Elevation (ft (msl)) 791.24 pH (field) SU 6.35 Tehmp Celcius (degrees C) 20.85 Dissolved Oxygen (mg/L) N/A Station: OCONEE Location: A-18 Type: CTP GWATER Spec. Cond. (field) micromhos/cm 49 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 55.6 Sample #: 28000031 Collection Date: 1/8/2008 12:55:00 ONS GROUND WATER PROTECTION PROGRAM / A-18 ,GAMMAGW GAE] ,MMA GROUND WATER ANALýYSIS .. _.... ..Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 4.283E+00 O.000E+00 4.283 No limits specified C058 < 3.918E+00 O.000E+00 3.918 No limits specified FE59 < 9.595E+00 0.000E+00 9.595 No limits specified C060 < 5.824E+00 0.00OE+00 5.824 No limits specified ZN65 < 9.980E+00 0.000E+00 9.980 No limits specified NB95 < 5.261E+00 0.000E+00 5.261 No limits specified ZR95 1131 CS134 CS137 BALA140 BE7 K40" 9.046E+00< 5.752E+00" 4.232E+00" 4.912E+00< 5.310E+00< 4.052E+01 2.128E+02 0.000E+/-00 O.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2.425E+01 9.046 5.752 4.232 4.912 5.310 40.52 41.43 No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified H3GW T ETUML--ANYSIS OF GROUND WATER _. ..._ ........Units: pCi/liter Ati\,ihf, -rIrrrr in"It- ,r h/nA On, rtfinr I mint< 9.93E+01 157 No limits specified H3 Field Parameters Elevation (ft (msl)) 794.03 pH (field) SU 6.31 Temp Celcius (degrees C) 21 Dissolved Oxygen (mg/L) N/A Spec. Cond. (field) micromhos/cm 68 Oxidation Reduction Potential (ORP)(mV) N/A Turbidity (field) NTU 9.75 PAGE 10 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke O'Energy.-a --- --Radiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000032 Location: BG-4 Collection Date: 1/9/2008 12:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM I BG-4§hM4MGWý ] I:MA GROUND WATE Js '. ...Units: pCi/liter ^rfix/ihi -Prrnr lrrinIfnl IhAnA D- -,tin I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40" 4.035E+00 0.OOOE+00" 4.425E+00 0.OOOE+00" 7.712E+00 0.OOOE+00< 4.350E+00< 8.907E+00< 4.857E+00" 7.138E+00 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 4.035 4.425 7.712 4.350 8.907 4.857 7.138 5.114 4.301 4.022 5.374 36.14 45.08 I \IJE.JI L,1 I'H L.: No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified< 5.114E+00 0.OOOE+00 4.301E+00 4.022E+00 5.374E+00 0.OOOE+00 0.OOOE+00 0OMOEfOO< 3.614E+01 0.OOOE+00 5.351E+01 2.898E+01 H-3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A f r- ... r. 1 ,1 ,f %LI, v IV -H.IUI< 7.73E+01 43dUUd~ IVILJ3PV 158 ReplJUI Ling LeVeI No limits specified H3 Field Parameters Elevation (ft (msl)) 812.26 pH (field) SU 6.41 Temp Celcius (degrees C) 16.26 Dissolved Oxygen (mg/L) 9.4 Spec. Cond. (field) micromhos/cm 54.3 Oxidation Reduction Potential (ORP)(mV) 364 Turbidity (field) NTU 2.5 PAGE 11 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke OrEnergy.r -Radiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-1R Type: GROUND WATER AMMAGW AMMA GROUND WATER ANALYSIS Units: pCilliter A. r if r-Sample #: 28000033 Collection Date: 1/8/2008 10:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-1R II- fs, rA RAn MN54 C058 FE59 CO60 ZN65 NB95 ZR95 1131 CS 134 CS137 BALA140 BE7 K40lvl y -IIUI 4.804E+00 O.OOOE+00 4.244E+00 O.000E+00 9.065E+00 O.OOOE+00 5.120E+00 O.000E+00 9.043E+00 O.OOOE+00 4.677E+00 O.OOOE+00 7.411 E+00 0.OOOE+00 5.403E+00 O.000E+00 4.393E+00 0.OOOE+00 4.356E+00 O.OOOE+00 6.208E+00 O.OOOE+00 3.690E+01 O.000E+00 6.124E+01 O.OOOE+00 4.804 4.244 9.065 5.120 9.043 4,677 7.411 5.403 4.393 4.356 6.208 36.90 61.24 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified H3GW TRITIUM ANALYSIS OF GROUIW Units: pCi/liter Arftiuihl -F~rrnr D WATER 8.860E+02 6.140E+01 Calculated MDA 157 Reporting Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 793.11 pH (field) SU 6.23 Temp Celcius (degrees C) 18.29 Dissolved Oxygen (mg/L) 9.4 Spec. Cond. (field) micromhos/cm 114 Oxidation Reduction Potential (ORP)(mV) 389 Turbidity (field) NTU 5.4 Station: OCONEE Sample #: 28000034 Location: GM-2R Collection Date: 1/7/2008 13:15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-2RýfAAM -A, t Qi T IJR~G W ~ !~AAGROUND AVA :_6NALYSIS._ _ _ _ _ _Units: pCi/liter Activity -Error Calculated MDA Reportinq Level MN54 < 4.071E+00 0.OOOE+00 4.071 Less than 1000 C058 < 4.309E+00 0.OOOE+00 4.309 Less than 1000 FE59 < 8.630E+00 0.OOOE+00 8.630 Less than 400.0 C060 < 4.607E+00 0.OOOE+00 4.607 Less than 300.0 ZN65 < 9.159E+00 0.OOOE+00 9.159 Less than 300.0 NB95 < 6.432E+00 0.OOOE+00 6.432 Less than 400.0 ZR95 < 7.655E+00 0.OOOE+00 7.655 Less than 400.0 1131 < 6.112E+00 0.OOOE+00 6.112 Lessthan 2.000 CS134 < 4.403E+00 0.OOOE+00 4.403 Less than 30.00 CS137 < 3.913E+00 0.OOOE+00 3.913 Less than 50.00 BALA140 < 6.830E+00 0.OOOE+00 6.830 Less than 200.0 BE7 < 3.710E+01 0.OOOE+00 37.10 No limits specified K40 8.840E+01 2.503E+01 45.04 No limits specified PAGE 1 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OlEnergys. RadiOlogical1 Data for Job: 08-JAN-0002 1 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-2R Type: GROUND WATER H3GW --]TRITIUM ANALYSIS OF GROUND WA Units: pCi/liter AC ith, C .Sample #: 28000034 Collection Date: 1/7/2008 13:15:00 ONS GROUND WATER PROTECTION PROGRAM / GM-2R flt y Y.EL -HUEE.I 2.620E+03 8.130E+01 I-3alculated MDA 155 Reportinq Level Less than 20000 H3 SR89SR90 = RADIOSTRONTIUM (SR89 & SR90)_Units: pCi/liter Artitif ,- I:rr.r SR89 SR90< 8.77E-01< 1.44E+00 Calculated MDA Reporting Level No limits specified No limits specified Field Parameters Elevation (ft (msl)) 768.61 pH (field) SU 5.79 Temp Celcius (degrees C) 19.38 Dissolved Oxygen (mg/L) 6.97 Spec. Cond. (field) micromhos/cm 328.6 Oxidation Reduction Potential (ORP)(mV) 407 Turbidity (field) NTU 14.7 Station: OCONEE Sample #: 28000035 Location: GM-2DR Collection Date: 1/7/2008 13:35:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2DR A AAMMAGW MMGROUND WATER ANALYSIS ...Units: pCi/liter Artif,it, -Irrnr +,, -l RArA DI MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40<<4.004E+00 0.OOOE+00 4.007E+00 0.OOOE+00 7.959E+00 0.OOOE+00 4.341 E+00 0.OOOE+00< 8.961E+00 0.OOOE+00" 6.158E+00 0.OOOE+00" 6.797E+00 0.OOOE+00" 5.872E+00 0.OOOE+00" 3.973E+00 0.OOOE+00 4.004 4.007 7.959 4.341 8.961 6.158 6.797 5.872 3.973 3.662 6.815 35.40 44.17 IVUI III IU L.OVVV Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified 3.662E+00 6.815E+00 3.540E+01 0.OOOE+00 0.OOOE+00 0.00OE+00 1.102E+02 2.665E+01 HTGW TRITIUM ANALYSIS OF GROUND WATER ___ L__ _Units: pCi/liter At -ix/it -F=rrnr ('.Irf ilIfI" INAfU a PI nrfirnn I .-I 6.200E+02 5.750E+01 156 Less than 20000 H3ý:R 9SR9O RAD[IOST,~ RQ.TQMjqRR4"kSR9Up Units: pCi/liter Artj~iwi -Prrr~r C~riif K 11 A< 1.15E+00 Reportingq Level No limits specified SR89 PAGE 2 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OfEnergy.Radiological Data for Job: 08-JAN-002 1 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000035 Location: GM-2DR Collection Date: 1/7/2008 13:35:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2DR SR89SR90 R 0-RADIOST-RONTIUM (SR89 & SR90)Units: pCilliter Arfiih, -;=rrnr ..nIi,,Intw IKtAnA P fin I ."-I< 1.04E+00 No limits specified SR90 Field Parameters Elevation (ft (msl)) 759.33 pH (field) SU 6.43 Temp Celcius (degrees C) 19 Dissolved Oxygen (mg/L) 5.65 Station: OCONEE Location: GM-3 Type: GROUND WATER Spec. Cond. (field) micromhos/cm 271.7 Oxidation Reduction Potential (ORP)(mV) 313 Turbidity (field) NTU 44.8 Sample #: 28000036 ONS GROUND WATER PROTECTION PROGRAM / GM-3 AVAlUn' p N)VAILABvLESAMPLE -(NOr ESTS PERFORlMED) Units: pCi/liter Ar'tivitv -Error Cailculated MflDA Reportinq Level NO SAMPLE Field Parameters Elevation (ft (msl)) NA pH (field) SU NA Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm NA Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA Station: OCONEE Sample #: 28000037 Location: GM-3R Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-3R UKNAAIL --NAALABLE SAMPLE (NOTEStS PERFORMED,), , -;..Units: pCi/liter Ar'fi\iit, -:rrnr rnI ,"ictiI nf' ItAFnA Pn nrtrinr I ...I NO SAMPLE V %J,, ,' Field Parameters Elevation (ft (msl)) NA pH (field) SU NA Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm NA Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA PAGE 3 OF 18 GWJoB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy,.1 Radiological Data for Job: 08.JAN-0002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000038 Location: GM-3DR Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3DR UNAVAILABLE SAMPLE (NO TESTS PERFORMED)

P,:.-7.Units: pCi/liter A -fiwit _=rrnr ll Arl A D. r+i I I NO SAMPLE%J *211*.eU I I V I V- ' "Ll.J 1.1 14 SVI Field Parameters Elevation (ft (msl)) NA pH (field) SU NA Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm NA Oxidation Reduction Potential (ORP)(mV)

NA Turbidity (field) NTU NA Station: OCONEE Location: GM-4 Type: GROUND WATER GAMMAGW; & GAMMA GROUND WATER ANALYSI Units: pCi/liter A+,,, i .Sample #: 28000039 Collection Date: 1/812008 08:00:00 ONS GROUND WATER PROTECTION PROGRAM / GM-4 S MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 r v IVt -L..III< 4.310E+00 .OE0< 4.302E+00 0.OOOE+00< 8,395E+00" 5,554E+00< 9.149E+00< 5.735E+00" 8.153E+00< 5.872E+00< 4.869E+00< 4.918E+00< 5.262E+00< 3.920E+01 6.583E+01 0.OOOE+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 2.985E+01 Calculated MDA 4.310 4.302 8.395 5.554 9.149 5.735 8.153 5.872 4.869 4.918 5.262 39.20 39.12 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified H3GW E _ RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A-tiwith -I:rrrnr Ilo,, 4 RAniA fi,-*,,-,,-, I I 4.260E+02 5.450E+01 156 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 786.47 pH (field) SU 5.01 Temp Celcius (degrees C) 20.39 Dissolved Oxygen (mg/L) 4 Spec. Cond. (field) micromhos/cm 27 Oxidation Reduction Potential (ORP)(mV) 398 Turbidity (field) NTU 331 PAGE 4 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke O Energy.RadioRogical Data forJob: 08JAN-10002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-5 Type: GROUND WA Units: pCi/liter MN5 C05 FE5 CO6 ZN6 NB9 ZR9 Sample #: 28000040 Collection Date: 1/7/2008 15:40:00 TER ONS GROUND WATER PROTECTION PROGRAM / GM-5 GA4MA GROUND WATER ANALYSiS .54 58 9 60 5'5 5 Activity -Error< 3.120E+00 0.000E+00< 3.432E+00 0.000E+00< 7.070E+00 0.OOOE+00< 4.734E+00 0.OOOE+00<<7.649E+00 4.311E+00 6.877E+00 5.616E+00 3.809E+00 4.128E+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Calculated MDA 3.120 3.432 7.070 4.734 7.649 4.311 6.877 5.616 3.809 4.128 6.556 34.82 43.84 1131 CS134 CS137 Reportingq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified Reporting Level Less than 20000 BALA140 < 6.556E+00 0.OOOE+00 BE7 K40< 3.482E+01 0.OOOE+00 1.094E+02 2.364E+01 U n its: TpITIUM ANALYSiSit F GROUND WATER pCilliter ActiviAtv -Error Calcula12 t~4 IMIlA< 1.03E+02 156 H3 Field Parameters Elevation (ft (msl)) 762.09 pH (field) SU 5.48 Temp Celcius (degrees C) 21.65 Dissolved Oxygen (mg/L) 1.23 Spec. Cond. (field) micromhos/cm 54.5 Oxidation Reduction Potential (ORP)(mV) 384 Turbidity (field) NTU 261 Station: OCONEE Location: GM-5R Type: GROUND WATER Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Sample #: 28000041 Collection Date: 1/7/2008 16:00:00 ONS GROUND WATER PROTECTION PROGRAM / GM-5R Activity -Error Cal" 4.388E+00 0.00kE+00< 4.672E+00 0.OOOE+00" 9.084E+00 0.OOOE+00" 4.823E+00 0.OOOE+00" 9.630E+00 0.OOOE+00" 5.678E+00 0.OOOE+00" 8.OOOE+00 0.OOOE+00 culated MDA 4.388 4.672 9.084 4.823 9.630 5.678 8.000 6.915 4.464 4.088 7.551 38.29 47.22 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified" 6.915E+00 0.OOOE+00< 4.464E+00 0.OOOE+00* 4.088E+00* 7.551E+00* 3.829E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 6,796E+01 2.416E+01 PAGE 5 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville,. NC 28078-7929 kDuke 6,Energy., Radiological Data for Job: 08-JAN-0002 I Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-5R Type: GROUND WATER ONS GROUND W H3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Ar-if,ih,_ -:rrrr ('.lPr, ltfrI Sample #: 28000041 Collection Date: 1/7/2008 16:00:00 ATER PROTECTION PROGRAM I GM-5R< -4.04E+00 156 Reportinq Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 754.61 pH (field) SU 6.53 Temp Celcius (degrees C) 18.9 Dissolved Oxygen (mguL) 1.09 Spec. Cond. (field) micromhos/cm 47.1 Oxidation Reduction Potential (ORP)(mV) 46 Turbidity (field) NTU 42.9 Station: OCONEE Sample #: 28000042 Location: GM-6 Collection Date: 1/8/2008 12:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-6 Units: pGAMMAGW A GROUNDWATER ANAL'YSI I .; I f A7 ,.Units: pCi/liter A.+;,,i+,, _ C .. NAn'A ,..MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 ný tv ty -I1VI~J< 2.697E4-00 0.OOOE+00< 2.918E+00 .OE0 5.125E+00 2.276E+00 7.158E+00 2.999E+00 5.735E+00 3.485E+00 2.999E+00 2.316E+00 4.763E+00 2.223E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 2.697 2.918 5.125 2.276 7.158 2.999 5.735 3.485 2.999 2.316 4.763 22.23 33.23 IJ.EJUI lI L.uVvl Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified 6.177E+01 1.430E+01 H3GW:=

• TRITIUM ANALYSIS OF GROUND WATER I I Units: pCi/liter Arntiif -lrrnr r'lrInf* 4 A IDf-C I I< O.OOE+00 156 I \VIJUI LII I ýl I--VI Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.2 pH (field) SU 5.24 Temp Celcius (degrees C) 18.29 Dissolved Oxygen (mguL) 4.53 Spec. Cond. (field) micromhos/cm 27.2 Oxidation Reduction Potential (ORP)(mV) 434 Turbidity (field) NTU 189 PAGE 6 OF 18 GWJOB EnRad Laboratories

@ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.S Raiological Data for Job: 08A0002, Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000043 Location: GM-6R Collection Date: 1/8/2008 12:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-6R M--AG-W/ ..... AMA GROUND WATER ANALYSIS Units: pCi/liter Ati\,ih, _ I-rrnrr ('_lýlnr' A P=n rtfinr, I ...MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.093E+00 0.000E+00< 4.245E+00 0.OOOE+00< 8.844E+00 0.000E+00< 4.232E+00 0.000E+00< 9.978E+00< 5.852E+00< 7.364E+00< 6.194E+00< 4.080E+00< 4.359E+00" 6.674E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4.093 4.245 8.844 4.232 9.978 5.852 7.364 6.194 4.080 4.359 6.674 35.97 46.97 L than 1000 Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Lessithan 200.0 No limits specified No limits specified< 3.597E+01 0.OOOE+00 I.7.065E+01 2.422E+01 H3GW i ] ANALYSIS OF GROUND WATER Units: pCi/liter Activitx/ -Frror I lC'lc"Into=r IV1-A Pinnrfinv I awinl< 1.43E+01 158 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.67 pH (field) SU 6.49 Temp Celcius (degrees C) 17.85 Dissolved Oxygen (mg/L) 10.22 Spec. Cond. (field) micromhos/cm 55.8 Oxidation Reduction Potential (ORP)(mV) 276 Turbidity (field) NTU 17.3 Station: OCONEE Sample #: 28000044 Location: GM-7 Collection Date: 1/8/2008 10:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-7 IGAMAGW JGRUDWTRAAYI Units: pCilliter A~fi,,ih, -C=r ~ I, I I + 4 lA D .,.i, I I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.327E+00 0,OOOE+00< 4.798E+00 0.OOOE+00< 8.916E+00 0.OOOE+00< 4.716E+00 0.OOOE+00< 9.934E+00 0.OOOE+00< 5.981E+00 0.OOOE+00< 8.051E+00 0.OOOE+00< 7.305E+00 0.OOOE+00 4.327 4.798 8.916 4.716 9.934 5.981 8.051 7.305 4.565 5.226 6.067 34.68 76.15 E\ IJ "U III UI -v. I Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.565E+00" 5.226E+00 ,< 6.067E+00< 3.468E+01 0.OOOE+/-00 0.OOOE+00 0.OOOE+00 0.OOOE+00< 7.615E+01 0.OOOE+00 PAGE 7 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke aEnergy.SRadiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-7 Type: GROUND WATER H3GW I-RITIUM ANALYSIS OF GROUND W, Units: pCi/liter Apti\/ih, -Irrnr Sample #: 28000044 Collection Date: 1/812008 10:00:00 ONS GROUND WATER PROTECTION PROGRAM / GM-7 JER 1.980E+04 1.930E+02 Calculated MDA 168 Reporting Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.11 pH (field) SU 4.72 Temp Celcius (degrees C) 18 Dissolved Oxygen (mg/L) 8.07 Station: OCONEE Location: GM-7R Type: GROUND WATER Spec. Cond. (field) micromhos/cm 55 Oxidation Reduction Potential (ORP)(mV) 516 Turbidity (field) NTU 97.9 Sample #: 28000045 Collection Date: 1/8/2008 10:15:00 ONS GROUND WATER PROTECTION PROGRAM / GM-7R Units: pCi/liter A -fi,,i, -..'t , -II A D ,.4 I I... t< 3.233E+00 0,000E+00 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 3.976E+00 6.382E+00 3.868E+00 8.774E4-00 4.320E+00 5,9 12E+~00 5.080E+00 3.620E+00 3.556E+00 5.694E+00 3.094E+01 0.OOOE4-00 0.OOOE+00 0.OOOE+/-00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+/-00 3.233 3.976 6.382 3.868 8.774 4.320 5.912 5.080 3.620 3.556 5.694 30.94 40.91 Less tha 1000 Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2,000 Less than 30.00 Less than 50.00 Lessithan 200.0 No limits specified No limits specified 5.445E+01 2.352E+01 H3GW~ ! ] TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arfiwit, -:rrnr mrt,"iIntri Paonnrtinn I ....2.670E+03 8.590E+01 170 Less than .20000 H3 Field Parameters Elevation (ft (msl)) 727.58 pH (field) SU 5.81 Temp Celcius (degrees C) 17.7 Dissolved Oxygen (mg/L) 6.74 Spec. Cond. (field) micromhos/cm 198.6 Oxidation Reduction Potential (ORP)(mV) 220 Turbidity (field) NTU 44.6 PAGE 8 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological IData for Job: 08-JAN-0002. I Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-8 Type: GROUND WATER L3AMMAGW I tAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 3.445E+0O 0.OOOE+00 C058 < 4.346E+00 O.OOOE+00 FE59 < 7.241E+00 0.OOOE+00 C060 < 4.860E+00 0.OOOE+00 ZN65 < 9.264E+00 0.OOOE+00 NB95 < 3.831E+00 0.OOOE+00 ZR95 < 7.109E+00 0.000E+00 Sample #: 28000046 Collection Date: 117/2008 13:45:00 ONS GROUND WATER PROTECTION PROGRAM / GM-8 alculated MDA 3.445 4.346 7.241 4.860 9.264 3.831 7.109 6.594 4.357 4.023 6.454 37.73 37.36 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified 1131 CS134 CS137 BALA140 BE7 K40< 6.594E+00 0,000E+00< 4.357E+00 0.OOOE+00< 4.023E+00 0.OOOE+00< 6.454E+00 0.OOOE+00< 3.773E+01 0.OOOE+00 4.527E+01 2.398E+01 Units: pCi/liter AiC+r,, I .... f .+ A M o ;rý .tv LX -LII~J 2.840E+02 5.590E+01 169 1\pLJUl LII Ieve LVeI Less than 20000 H3 Field Parameters Elevation (ft (msl)) 742.6 pH (field) SU 6.37 Temp Celcius (degrees C) 23.17 Dissolved Oxygen (mg/L) 8.59 Spec. Cond. (field) micromhos/cm 137.9 Oxidation Reduction Potential (ORP)(mV) 344 Turbidity (field) NTU 404 Station: OCONEE Sample #: 28000047 Location: GM-8R Collection Date: 1/7/2008 13:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-8R Unis: i/it] A Units: pCi/liter -etxi f~rrnr C'0IpiiIntnr KAflA Pn nrfi.- I m,. I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.636E+00 0.OOOE+00< 4.331E+00 0.OOOE+00" 7,516E+00 0,000E+00< 5.484E+00 0.OOOE+00" 9,192E+00 0.000E+00< 6.334E+00 0.OOOE+00< 8.630E+00 0.OOOE+00" 8.397E+00 0.OOOE+00< 4.687E+00 0.OOOE+00< 5.410E+00 0.OOOE+00< 8.856E+00 0.OOOE+00< 4.659E+01 0.OOOE+00 1.501E+02 3.174E+01 4.636 4.331 7.516 5.484 9.192 6.334 8.630 8.397 4.687 5.410 8.856 46.59 67.75 I \tdJ'.JI UlI 1 Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 9 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PhDuke Radiological Data for Job: 08-JAN-0002 1 W rU E rI Iys. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000047 Location: GM-8R Collection Date: 117/2008 13:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-BR H3GW TRITIUM ANALYSIS OF GROUND WATER , Units: pCi/liter Activity -Error Calculated MDA Reporting Level H3 < 1.41E+02 169 Less than 20000 Field Parameters Elevation (ft (msl)) 742.95 Spec. Cond. (field) micromhos/cm 291.5 pH (field) SU 7.63 Oxidation Reduction Potential (ORP)(mV) 97 Temp Celcius (degrees C) 22.5 Turbidity (field) NTU 334 Dissolved Oxygen (mg/L) 10.55 Station: OCONEE Sample #: 28000048 Location: GM-9 Collection Date: 1/7/2008 15:15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-9 GAMMAGW AMMA GROUND WATER ANALYSIS , ....Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 5.376E+00 0.OOOE+00 5.376 Less than 1000 C058 < 4.884E+00 0.OOOE+00 4.884 Less than 1000 FE59 < 1.153E+01 0.OOOE+00 11.53 Lessthan 400.0 C060 < 5.529E+00 0.OOOE+00 5.529 Less than 300.0 ZN65 < 9.860E+00 0.OOOE+00 9.860 Less than 300.0 NB95 < 6.765E+00 0.OOOE+00 6.765 Less than 400.0 ZR95 < 6.951E+00 0.OOOE+00 6.951 Less than 400.0 1131 < 9.765E+00 0.OOOE+00 9:765 Less than 2.000 CS134 < 6.596E+00 0.OOOE+00 6.596 Less than 30.00 CS137 < 4.903E+00 0.OOOE+00 4.903 Less than 50.00 BALA140 < 9.170E+00 0.OOOE+00 9.170 Less than 200.0 BE7 < 4.697E+01 0.OOOE+00 46.97 No limits specified K40 < 9.567E+01 0.OOOE+00 95.67 No limits specified H3GW _Ij TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity -Error Calculated MDA Reporting Level H3 < 1.65E+02 169 Less than 20000 Field Parameters Elevation (ft (msl)) 746.76 Spec, Cond. (field) micromhos/cm 75.5 pH (field) SU 5.45 Oxidation Reduction Potential (ORP)(mV) 341 Temp Celcius (degrees C) 20.77 Turbidity (field) NTU 10.3 Dissolved Oxygen (mg/L) 5.74 PAGE 10 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke aEnergy.Radiological Data for Job:. 08-JAN-0002 I Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000049 Location: GM-9R Collection Date: 11712008 15:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-9RW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error Calculated MDA Reportingq Level MN54 < 4.250E+00 0.OOOE+00 4.250 Less than 1000 C058 < 3.604E+00 0.OOOE+00 3.604 Less than 1000 FE59 < 7.160E+00 0.000E+00 7.160 Less than 400.0 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 5.285E+00 0.000E+00 9.915E+00 5.679E+00 6.911 E+00 6.387E+00 3.709E+00 3.166E+00 7.186E+00 0.000E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 5.285 9.915 5.679 6.911 6.387 3.709 3.166 7.186 42.81 57.99 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.281E+01 0.OOOE+00 1.175E+02 3.742E+01 H3GWV .RITLUM ANALYSIS OF GROUND WATER -Units: pCi/liter Activitv -Frrnr Calr.cullted Mf-A RPnnrtinn ILvl< -1.06E+01 170 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 749.62 pH (field) SU 7.09 Temp Celcius (degrees C) 20.65 Dissolved Oxygen (mg/L) 11.74 Spec. Cond. (field) micromhos/cm 101.3 Oxidation Reduction Potential (ORP)(mV) 246 Turbidity (field) NTU 15.2 Station: OCONEE Location: GM-10 Type: GROUND WATERfAMMAGW ',GAMMA GROUND WATER ANALYSIS Units: pCi/liter A-tivif\ -Prrnr (I Sample #: 28000050 Collection Date: 1/8/2008 14:10:00 ONS GROUND WATER PROTECTION PROGRAM / GM-10 ni,"i Ifcar tAflA MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 5.214E+00 0.OOOE+00 5.124E+00 0.OOOE+00 8.413E+00 0.OOOE+00 6.184E+00 0.OOOE+00<<<<7.899E+00 6.822E+00 9.785E+00 8.213E+00 0.000E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 5.214 5.124 8.413 6.184 7.899 6.822 9.785 8.213 4.324 5.768 6.211 44.76 116.8 Reportingq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.324E+00 0.OOOE+00< 5.768E+00 0.OOOE+00" 6.211E+00 O.OOOE+00< 4.476E+01 0.OOOE+00" 1.168E+02 0.OOOE+00 PAGE 11 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke O Energy.Radiological Data for Job: 08-JAN-O002. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-10 Type: GROUND WATER H3GW , fRITIUM ANALYSIS OF GROUND WA Units: pCi/liter Activit\ -:rrnr l Sample #: 28000050 Collection Date: 1/8/2008 14:10:00 ONS GROUND WATER PROTECTION PROGRAM / GM-10< 2.11E+01 MDA 169 Reporting Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 729.69 pH (field) SU 5.07 Temp Celcius (degrees C) 20.71 Dissolved Oxygen (mg/L) 6.37 Spec. Cond. (field) micromhos/cm 15 Oxidation Reduction Potential (ORP)(mV) 455 Turbidity (field) NTU 541 Station: OCONEE Location: GM-10R Type: GROUND WATERGAMMA GROUND WATER ANALYSI , Units: pCilliter Arfiit, -I:rrr.Sample #: 28000051 Collection Date: 1/8/2008 13:50:00 ONS GROUND WATER PROTECTION PROGRAM / GM-10R MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.371E+00 0.000E+00< 4.242E+00 0.OOOE+00< 8.482E+00 0.OOOE+00< 4.352E+00 0.OOOE+00< 9.743E+00 0.OOOE+00 6.332E+00 7.615E+00 6.605E+00 4.241 E+00 4.360E+00 7.593E+00 3.953E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 Calculated MDA 4.371 4.242 8.482 4.352 9.743 6.332 7.615 6.605 4.241 4.360 7.593 39.53 47.23 Less than Less than Less than Reporting Level Less than 1000 Less than 1000 400.0 300.0 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified 1.597E+02 2.728E+01 H3G, ,7. _] PRITIUM ANALYSIS OF GROUND WATER _.._____Units: pCi/liter A fti\/it\/ -Errnr ( ItADA P na rtinn I ,wa< 5.72E4-01 170 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.14 pH (field) SU 5.96 Temp Celcius (degrees C) 20.06 Dissolved Oxygen (mg/L) 6.98 Spec. Cond. (field) micromhos/cm 39.9 Oxidation Reduction Potential (ORP)(mV) 344 Turbidity (field) NTU 53 PAGE 12 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke EEnergy.Radiological Data for Job: 08-JAN-6002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-1I Type: GROUND WATER ONS GRO GAMMAG GAMM GOUND WATER ANALYSIS, Units: pCi/liter Activity-Error Calculated MN54 < 3.197E+00 0.OOOE+00 3.197 C058 < 3.468E+00 0.000E+00 3.468 FE59 < 5.101E+00 0.000E+00 5.101 C060 < 4.162E+00 0.000E+00 4.162 ZN65 < 8.409E+00 0.000E+00 8.409 NB95 < 3.779E+00 0.000E+00 3.779 ZR95 < 6.119E+00 0,OOOE+00 6.119 1131 < 4.077E+00 0.OOOE+00 4.077 CS134 < 3.044E+00 0.OOOE+00 3.044 CS137 < 3.650E+00 0.OOOE+00 3.650 BALA140 < 4.469E+00 0.OOOE+00 4.469 BE7 < 2.689E+01 0.OOOE+00 26.89 K40 1.030E+02 2.244E+01 33.06 Sample #: 28000052 Collection Date: 1/9/2008 08:20:00 UND WATER PROTECTION PROGRAM / GM-1I MDA Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified H3GW ] [TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A ftii+, l r..nr, I I f Ar. IMNA< -6.54E-01 169 Reporting Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 690.4 pH (field) SU 5.31 Temp Celcius (degrees C) 18.6 Dissolved Oxygen (mg/L) 7.03 Spec. Cond. (field) micromhos/cm 29.2 Oxidation Reduction Potential (ORP)(mV) 440 Turbidity (field) NTU 438 Station: OCONEE Location: GM-11R Type: GROUND WATER ONS GROUN UnsAMMA GApilMMA tiGrROUNlDWATER ANALYSIS Units: pCi/liter Atvx -Erro~ ~r i Calulted Mt Sample #: 28000053 Collection Date: 1/9/2008 08:35:00 D WATER PROTECTION PROGRAM / GM-11R/IliA MN54 CO58 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.293E+00 0.OOOE+00< 4.492E+00 0.OOOE+00< 7.786E+00 0.OOOE+00< 4.904E+00 0.OOOE+00< 9.106E+00 0.OOOE+00< 6.124E+00 0.OOOE+00< 6.768E+00 0.OOOE+00< 6.233E+00 0.OOOE+00< 4.018E+00 0.OOOE+00" 4.341E+00 0.OOOE+00< 6.299E+00 0.OOOE+00< 3.776E+01 0.OOOE+00 1.016E+02 2.744E+01 4.293 4.492 7.786 4.904 9.106 6.124 6.768 6.233 4.018 4.341 6.299 37.76 39.39 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 13 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 hDuke 6,Energy.RadiologiclData for Job: 08-JAN-0002 I Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-11R Type: GROUND WATER ONS GROUND H3GW ' IRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Aptiwih _ -I:rrrir ('nir'l RI Sample #: 28000053 Collection Date: 1/9/2008 08:35:00) WATER PROTECTION PROGRAM / GM-11 R 1a< 5.74E+01 171 Reporting Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 691.76 pH (field) SU 5.76 Temp Celcius (degrees C) 19.17 Dissolved Oxygen (mg/L) 11.12 Station: OCONEE Location: GM-12 Type: GROUND WATER Spec. Cond. (field) micromhos/cm 40 Oxidation Reduction Potential (ORP)(mV) 344 Turbidity (field) NTU 21.1 Sample #: 28000054 Collection Date: 1/8/2008 10:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-12] GAMMA GROUNDWATER ANALYS 7j '/j Units: pCi/liter Activity -Error Calculated MDA MN54 < 3.574E+00 0.OOOE+00 3.574 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 3.645E+00 0.OOOE+00 7.250F-+00 3.796E+00 7.986E+00 4.378E+00 6.287E+00 5.601 E+00 3.697E+00 3.483E+00 6.107E+00 3.152E+01 0.000JE+00 0.OOOE+/-00 0.OOOE+00 0.OOOE+00 0.OOOE+/-00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 3.645 7.250 3.796 7.986 4.378 6.287 5.601 3.697 3.483 6.107 31.52 37.19 Reportinq Level Less than 1000 Lessthan 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified 5.798E+01 2.160E+01 H3GW i T-RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arfiviif -:rrnr kItcorl rfla< -3.55E+01 188 Reportinq Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 687.54 pH (field) SU 5.77 Temp Celcius (degrees C) 17.59 Dissolved Oxygen (mg/L) 3.7 Spec. Cond. (field) micromhos/cm 42 Oxidation Reduction Potential (ORP)(mV) 382 Turbidity (field) NTU 203 PAGE 14 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke O Energy.Radiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000055 Location: GM-12R Collection Date: 1/8/2008 10:25:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-12R GAMMAGW L KAMMA GROUND WATER ANALYSIS -Units: pCi/liter A,,i, -Ir r. 1 1, # 4 /ArlA D rf; I I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 3.203E+00 0.OOOE+00 3.194E+00 0.OOOE+00 5.911 E+00 0.OOOE+00 3.076E+00 0.OOOE+00 7.174E+00 0.OOOE+00 3.542E+00 0.OOOE+00 5.342E+00 0.OOOE+00 4.357E+00 0.000E+00 3.056E+00 0.OOOE+00 2.859E+00 0.OOOE+00 4.952E+00 0.OOOE+00 2.463E+01 0.OOOE+00 9.602E+01 1.940E+01 3.203 3.194 5.911 3.076 7.174 3.542 5.342 4.357 3.056 2.859 4.952 24.63 35.92 I\HVUI ill I Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified H3GW j T5RTIUMANALYSIS OF GROUNDWATER ___ xzrn Units: pCi/liter Activitx/ -Frrnr MnA Pannrtinv I awal< -7.54E+01 188 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 688.16 pH (field) SU 6.55 Temp Celcius (degrees C) 17.12 Dissolved Oxygen (mg/L) 1.54 Spec. Cond. (field) micromhos/cm 83.5 Oxidation Reduction Potential (ORP)(mV) 49 Turbidity (field) NTU 6.2 Station: OCONEE Location: GM-13 Type: GROUND WATER LGAMMAGW I :GAMMA GROUND WATER ANALYSIS Units: pCi/liter A -Iirrr .'Sample #: 28000056 Collection Date: 1/8/2008 12:20:00 ONS GROUND WATER PROTECTION PROGRAM / GM-13 I I + I KMA MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS 137 BALA140 BE7 K40 4.026E+00 0.OOOE+00 4.050E+00 0.OOOE+00 8.080E+00 0.OOOE+00 3.996E+00 0.OOOE+00 8.808E+00 0.OOOE+00 4.986E+00 0.OOOE+00 6.459E+00 0.OOOE+00 5.467E+00 0.OOOE+00 3.502E+00 0.OOOE+00 4.233E+00 0.OOOE+00 7.291 E+00 0.OOOE+00 3.032E+01 0.OOOE+00 7.401E+01 0.OOOE+00 4.026 4.050 8.080 3.996 8.808 4.986 6.459 5.467 3.502 4.233 7.291 30.32 74.01 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified.PAGE 15OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke UEnergy.Station: OCONEE Location: GM-13 Type: GROUND WATE H-3GWj Units: pCi/liter H3 Rdiooical Data for Job: 08-JAN-O002 Report Generated: 2/4/2008 10:01:35 Sample #: 28000056 Collection Date: 1/8/2008 12:20:00 ER ONS GROUND WATER PROTECTION PROGRAM / GM-13 ITRFIJTIUANALYSISý OjFdJGROUND WATE~R ____ -____Activity -Error< -2.22E+00 Calculated MDA 188 Reportinq Level Less than 20000 Field Parameters Elevation (ft (msl)) 699.16 pH (field) SU 5.66 Temp Celcius (degrees C) 18.22 Dissolved Oxygen (mg/L) 3.46 Station: OCONEE Location: GM-13R Type: GROUND WATER Spec. Cond. (field) micromhos/cm 31.4 Oxidation Reduction Potential (ORP)(mV) 339 Turbidity (field) NTU 7.74 Sample #: 28000057 Collection Date: 1/8/2008 12:40:00 ONS GROUND WATER PROTECTION PROGRAM I GM-13R 3AM1MAGW ]V GAMMA GROUND WATER ANALYSIS!Units: pCi/liter Activity -Error Calculated MDA MN54 < 3.878E+00 0.OOOE+00 3.878 C058 < 3.783E+00 0.OOOE+00 3.783 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 7.383E+00 0.OOOE+00< 4.149E+00 0.OOOE+00" 8.417E+00 0.OOOE+00" 5.250E+00 0.OOOE+00< 6.768E+00 0.OOOE+00< 7.049E+00 0.OOOE+00< 3.917E+00 0.OOOE+00 7.383 4.149 8.417 5.250 6.768 7.049 3.917 3.947 6.593 34.03 40.34 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified ,<C 3.947E+00 6.593E+00 3.403E+01 1.427E+02 0.OOOE+00 0.OOOE+00 0.OOOE+00 2.904E+01 Units:_pi/_iter T-iTi-MA iNALYS, I-s::.F -GROU-NDWATER 7__77_I_... Units: pCi/liter A h~ C- r' I~ I-,+ -~4 hArfA 0~f,. 1< 1.12E+01 a.,OII..,UIOLCU IVIlUaV 190 VJIUI tlU I. Vl Less than 20000 H3 Field Parameters Elevation (ft (msl)) 702.72 pH (field) SU 6.73 Temp Celcius (degrees C) 18.04 Dissolved Oxygen (mg/L) 1.29 Spec. Cond. (field) micromhos/cm 64.9 Oxidation Reduction Potential (ORP)(mV) 212 Turbidity (field) NTU 8.94 PAGE 16 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke 6,Energy.Radiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 10:01:35 Station: OCONEE Location: GM-14 Type: GROUND WATER'GAMMAGW AMMA GROUND WATER ANALYSIS Units: pCi/liter -fi\/il, _ -Frrnr (I Sample #: 28000058 Collection Date: 1/8/2008 14:10:00 ONS GROUND WATER PROTECTION PROGRAM / GM-14 nlrn infnrI MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.495E+00 0.OOOE+00< 4.700E+00 0.000E+00< 9.946E+00 0.000E+00" 4.902E+00 0.000E+00" 9.039E+00" 5.909E+'00" 7.038E+00 0.000E+00 0.000E+00 0.000E+00 4.495 4.700 9.946 4.902 9.039 5.909 7.038 8.024 3.696 4.131 8.013 35.00 42.74 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 8.024E+00 0.OOOE+00< 3.696E+00 0.OOOE+00* 4.131E+00 0.000E+00* 8.013E+00 0.000E+00< 3.500E+01 0.OOOE+00 9.761E+01 2.406E+01 H3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitv -Frrnr flP. Ir" I-qtAf NAfA< -3.34E+01 189 Reportinq Level Lessthan 20000 H3 Field Parameters Elevation (ft (msl)) 700.97 pH (field) SU 5.72 Temp Celcius (degrees C) 19.11 Dissolved Oxygen (mg/L) 2.28 Spec. Cond. (field) micromhos/cm 26.6 Oxidation Reduction Potential (ORP)(mV) 279 Turbidity (field) NTU 8.1 Station: OCONEE Sample #: 28000059 Location: GM-14R Collection Date: 1/8/2008 15:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-14RýGAMMAGW ] 3AMMA GROUND WATER ANALYSIS'Units: pCi/liter A-fi,,ifr, -.... (' I,, I fIAr, A D I.4; I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40lvIy -1IU< 3.048E+00 0.OOOE+00< 2.869E+00 0.OOOE+00< 6.372E+00 0.OOOE+00< 3.798E+00 0.OOOE+00< 7.219E+00 0.OOOE+00< 3.249E+00 0.OOOE+00" 6.099E+00 0.OOOE+00< 5.049E+00 0.OOOE+00ýýUv i Ulat uiviI/" 3.048 2.869 6.372 3.798 7.219 3.249 6.099 5.049 2.880 2.700 5.658 24.94 28.38 IVLHJUI I I1 L"U VvI Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 2.880E+00 0.OOOE+00<<<2.700E+00 0.OOOE+00 5.658E+00 0.OOOE+00 2.494E+01 0.OOOE+00 9.709E+01 1.958E+01 PAGE 17 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Station: OCONEE Location: GM-14R Type: GROUND WATER-RadiologicalData for Job: 08-JAN-0002 Report Generated: 2/4/2008 10:01:35 Sample #: 28000059 Collection Date: 1/8/2008 15:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-14R H3GW __, TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Ac.tivitv -Frrnr Calclulated MIflA Rpnnrtinn ILvel< -4.88E+0-1 188 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 720.54 pH (field) SU 7.32 Temp Celcius (degrees C) 18.58 Dissolved Oxygen (mg/L) 3.56 Spec. Cond. (field) micromhos/cm 113.3 Oxidation Reduction Potential (ORP)(mV) 150 Turbidity (field) NTU 8.14 PAGE 18 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-JAN-0016 Report Generated: 2/4/2008 13:53:35 Station: OCONEE Sample #: 28000221 Location: GM-7 Collection Date: 1/9/2008 14:55:00 Type: GROUND WATER RESAMPLE OF GM-7 (ORIGINAL JOB 08-JAN-0002) ýGAMMAGW -- AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 5.513E+00 0.OOOE+00 5.513 Less than 1000 C058 < 5.478E+00 0.OOOE+00 5.478 Less than 1000 FE59 < 1.004E+01 0.OOOE+00 10.04 Less than 400.0 C060 < 6.006E+00 0.OOOE+00 6.006 Less than 300.0 ZN65 < 8.865E+00 0.OOOE+00 8.865 Less than 300.0 NB95 < 6.735E+00 0.OOOE+00 6.735 Less than 400.0 ZR95 < 9.272E+00 0.OOOE+00 9,272 Less than 400.0 1131 < 7.534E+00 0.OOOE+00 7.534 Less than 2.000 CS134 < 4.497E+00 0.OOOE+00 4.497 Less than 30.00 CS137 < 4.878E+00 0.OOOE+00 4.878 Less than 50.00 BALA140 < 1.082E+01 0.OOOE+00 10.82 Less than 200.0 BE7 < 4.442E+01 0.OOOE+00 44.42 No limits specified K40 8.187E+01 2.915E+01 62.06 No limits specified H3GW T-RITIUM ANALYSIS OF GROUND WATERE Units: pCi/liter Activity -Error Calculated MDA Reportingi Level H3 1.950E+04 1.890E+02 151 Less than 20000 Field Parameters Elevation (ft (msl)) 728.09 pH (field) SU 5.15 Temp Celcius (degrees C) 19.79 Dissolved Oxygen (mg/L) 8.22 Spec. Cond. (field) micromhos/cm 55 oxidation Reduction Potential (ORP)(mV) 491 Turbidity (field) NTU 107 Station: OCONEE Location: GM-7R Type: GROUND WATER ,GAMMAGW ]GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitv -Errnr C Sample #: 28000224 Collection Date: 1/9/2008 15:05:00 RESAMPLE OF GM-7R (ORIGINAL JOB 08-JAN-0002) MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C C 4.805E+00 0,OOOE+00 4.203E+00 0.OOOE+00 8.962E+00 0.OOOE+00 5.439E+00 0.OOOE+00 9.990E+00 0.OOOE+00 5.752E+00 0.OOOE+00 8.690E+00 0.OOOE+00 7.988E+00 0.OOOE+00 4.842E+00 0.OOOE+00 4.348E+00 0.OOOE+00 8.326E+00 0.OOOE+00 4.809E+01 0.OOOE+00 1.300E+02 2.779E+01 4.805 4.203 8.962 5.439 9.990 5.752 8.690 7.988 4.842 4.348 8.326 48.09 56.60 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 1 OF 2 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OkEnergy.ýRadIoogical DGaertdao/0Jo8b: 08-JAN-016 Report Generated: 2/4/2008 13:53:35 Station: OCONEE Sample #: 28000224 Location: GM-7R Collection Date: 1/9/2008 15:05:00 Type: GROUND WATER RESAMPLE OF GM-7R (ORIGINAL JOB 08-JAN-0002) H3GW _ LRITIUM ANALYSIS OF GROUND WATER _ _Units: pCi/liter Apfi if -::rrnr ('Iip Int, lI hIAnA P.nrfinn I -.1 2.850E+03 8.464E+01 153 I .II I,4 L-,V1 l Less than 20000 H3 Field Parameters Elevation (ft (msl)) 727.63 pH (field) SU 6.22 Temp Celcius (degrees C) 19.14 Dissolved Oxygen (mg/L) 5.4 Spec. Cond. (field) micromhos/cm 200 Oxidation Reduction Potential (ORP)(mV) 341 Turbidity (field) NTU 52.5 PAGE 2 OF 2 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 hDuke O Energy.Radiological Data for Job: 08-JAN-0026 I Report Generated: 2/14/2008 07:21:13 Station: OCONEE Sample #: 28000454 Location: GM-3DR Collection Date: 1/30/2008 10:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3DR ,KAMMAGW 7 GROUND WATER ANALYSIS Units: pCi/liter Antif,ih, -ýrrnr or-,,lKt~,4 !IAnA D ,-rfiIn,- I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 3.904E+00 O.OOOE+00< 3.758E+00 O.000E+00< 7.660E+00 0.OOOE+00" 4.204E+00 0.OOOE+00 8.733E+00 4.583E+00 6.333E+00 O.OOOE+00 0.OOOE+O0 O.OOOE+0O 3.904 3.758 7.660 4.204 8.733 4.583 6.333 4.675 3.839 3.550 5.616 31.97 42.86 I \IJ1/4JI i, III L. VV I Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.675E+00 0.OOOE+00< 3.839E+00 0.OOOE+00" 3.550E+00 0.OOOE+00< 5.616E+00 0.OOOE+00" 3.197E+01 0.OOOE+00 5.395E+01 2.103E+01 R3-GWV FFRI1UMANLY ý F ROND WAýTER ___ __Units: pCi/liter Activitv -Error Calculated I fA Rp nrrtinn I wa 2.230E+02 5.990E+01 186 Lessthan 20000 H3.SR89SR90 " t RADIOSTRONTIUM (SR89 & SR90)Units: pCi/liter Activitv -Frrnr Clrliulaterd MfA Rennrtinv I evel SR89 SR90"5.73E-01" 4.12E-01 No limits specified No limits specified Field Parameters Elevation (ft (msl)) 770.60 pH (field) SU 6.49 Temp Celcius (degrees C) 17.07 Dissolved Oxygen (mg/L) 9.87 Spec. Cond. (field) micromhos/cm 15.3 Oxidation Reduction Potential (ORP)(mV) 400 Turbidity (field) NTU 20.1 Station: OCONEE Location: GM-3R Type: GROUND WATER GAMMAGW .,GAMMA GROUND WATER ANALYSIS Units: pCi/liter Arfiwuitf, -Prrnr Sample #: 28000456 Collection Date: 1/30/2008 10:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-3R nlr"lnfmH KAI-A MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 5.070E+00 0.OOOE+00 4.433E+00 0.OOOE+00 8.548E+00 0.OOOE+00" 5.429E+00< 9.766E+00< 5.227E+00< 8.322E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 5.070 4.433 8.548 5.429 9.766 5.227 8.322 6.189 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000< 6.189E+00 0.OOOE+00 PAGE 1 OF 2 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 hDuke 6,Energy,. Radiological Data for Job: 08-JAN-0026 I Report Generated: 2/14/2008 07:21:13 Station: OCONEE Sample #: 28000456 Location: GM-3R Collection Date: 1/30/2008 10:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-3R MMAGU WATER ANALYSIS Units: pCi/liter Actfivit\/ -Errnr .ln-rfII trd NIIfA P1: nnrtinn I o\l CS134 CS137 BALA140 BE7 K40" 4.726E+00 0.000E+00< 4.576E+00 0.OOOE+00 4.726 4.576 6.470 41.97 48.12 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 6.470E+00< 4.197E+01 3.049E+02 0.OOOE+00 0.OOOE+00 3.209E+01 H3GW IRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Aptivitv -Frror C'qltc"I-tlr MNIA Pm nrfinn I awo< 1.55E+02 187 H3 B_ COU'>'1RADIO5STRON\TITU S1R89 &SR97 Units: ~ ~ r.,~Yt -~/ie A.. +ii Ii if4v Less than 20000 Reportingi Level No limits specified No limits specified FA SR89 SR90" 7.28E-01" 3.42E-01 aC I ýUuIC V IVLJ'Field Parameters Elevation (ft (msl)) 770.14 pH (field) SU 5.92 Temp Celcius (degrees C) 16.17 Dissolved Oxygen (mg/L) 3.94 Spec. Cond. (field) micromhos/cm 146.9 Oxidation Reduction Potential (ORP)(mV) 360 Turbidity (field) NTU 82.3 PAGE 2 OF 2 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 APPENDIX H 5A, Ll PDuke oEnergy.K Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002021 Location: GM-1R Collection Date: 418/2008 10:50:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-1R LGAMMAGW :GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 4.459E+00 0.000E+00 4.459 Less than 1000 C058 < 4.677E+00 0,000E+00 4.677 Less than 1000 FE59 < 8.753E+00 0,OOOE+00 8.753 Less than 400.0 C060 < 4.980E+00 0.000E+00 4,980 Less than 300.0 ZN65 < 9.836E+00 0.OOOE+00 9.836 Less than 300.0 NB95 < 5.064E+00 0.OOOE+00 5.064 Less than 400.0 ZR95 < 7.489E+00 0.OOOE+00 7.489 Less than 400.0 1131 CS134 CS137 BALA140 BE7 K40 5.801 E+00 4.267E+00 4.241 E+00 6.052E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 5.801 4.267 4.241 6.052 39.94 62.25 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 3.994E+01 0.OOOE+00< 6.225E+01 0.OOOE+00 H3GW I ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A i .-.. r. ..I f A KAnA RULIva -L..IkI 7.270E+02 6.010E+01 C1 ,aUa u 0 vI r 159 Reporting Level Lessthan 20000 H3 Field Parameters Elevation (ft (msl)) 792.85 pH (field) SU 6.6 Temp Celcius (degrees C) 18.36 Dissolved Oxygen (mg/L) 11.35 Spec. Cond. (field) micromhos/cm 119 Oxidation Reduction Potential (ORP)(mV) 340 Turbidity (field) NTU 2.91 Station: OCONEE.Location: GM-2R Type: GROUND WATER A G GAMMA GROUND WATER ANALYSIS Units: pCi/liter Arti\/it -Irrnr Sample #: 28002022 Collection Date: 417/2008 11:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-2R tzil"nclftr KAnA MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 4.827E+00 0.OOOE+00 4.054E+00 0.OOOE+00 8.051E+00 0.OOOE+00 4.960E+00 0.OOOE+00 8.876E+00 5.893E+00 8.762E+00 6.852E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 4.827 4.054 8.051 4.960 8.876 5.893 8.762 6.852 4.574 4.362 6.377 39.70 46.12 Less than Less than Less than Less than Less than Less than Less than Less than Reporting Level Lessthan 1000 1000 400.0 300.0 300.0 400.0 400.0 2.000 30.00< 4.574E+00 0.OOOE+00" 4.362E+00 0.OOOE+00< 6.377E+00 0.OOOE+00< 3.970E+01 0.OOOE+00 1.875E+02 3.240E+01 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 1 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 hDuke 6,Energy.Radiological Data for Job: 08-APR-0002 .Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: GM-2R Type: GROUND WATER IH3GW "I T RITIUM ANALYSIS OF GROUND WA Units: pCi/liter A,-ti,,ih,_ -.rr.r Sample #: 28002022 Collection Date: 417/2008 11:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-2R 4.280E+03 1.000E+02'alculated MDA 162 H3 Uis:R9 S R A9t DerSTR0 N'fTit _IL rrM (SRl389-&SrO) Units: pCi/liter Ar-tiwiit -Prrrnr (Ir'ni -Intar Reporting Level Less than 20000 Reportingi Level No limits specified No limits specified I rtAnA SR89 SR90< 2.29E-01< 3.56E-01 IVlUR Field Parameters Elevation (ft (msl)) 768.46 pH (field) SU 5.84 Temp Celcius (degrees C) 19.24 Dissolved Oxygen (mg/L) 8.02 Spec. Cond. (field) micromhos/cm 353.6 Oxidation Reduction Potential (ORP)(mV) 409 Turbidity (field) NTU 8.67 Station: OCONEE Sample #: 28002023 Location: GM-2DR Collection Date: 4/7/2008 11:25:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2DR__M-M/- GAMMA GROUND WATER ANALYSIS ,. ....Units: pCi/liter Arfi\,it\, -I=rrr ('I,.I d IA P rfin I .-I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 3.674E+00 0.OOOE+00< 3.572E+00 0.OOOE+00< 7.168E+00 0.OOOE+00< 3.742E+00 0.OOOE+00< 8.192E+00< 4.181E+00< 6.338E+0O 0.OOOE+00 0.OOOE+00 n noOE+oof 3.674 3.572 7.168 3.742 8.192 4.181 6.338 5.044 3.705 3.419 5.859 29.99 38.79< 5.044E+00 0.OOOE+00 H \.jJuI III EM Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified Reporting Level Less than 20000< 3.705E+00< 3.419E+00< 5.859E+00< 2.999E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+/-00 6.103E+01 2.509E+01 R T3GRU FLYss GROUND WATER Units: pCi/liter Arti\it\, -:rrnr t.ir,"IlfaItri Ifl A 9.620E+02 6.340E+01 159 H3_R_89SR9 RADIOSTRONTIUM (SR89 & SR90)Units: pCi/liter ArtiVif\/ -Prrnr Calculated MDA< 2.87E-01 Reportingq Level No limits specified SR89 PAGE 2 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke O Energy.Station: OCONEE Location: GM-2DR Type: GROUND WATER ,[ Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Sample #: 28002023 Collection Date: 4/7/2008 11:25:00 ONS GROUND WATER PROTECTION PROGRAM / GM-2DR SR89SR9o RADIOSTRONTIUM (SR89 & SR90) 711 Units: pCi/liter A =.... C C r.,,I I fAKA^nA Dr;. I I" UV jX -L.I lI< 5.50E-01 C3 %lU la I IIJ'rXpJuI LIB 1U L=VI No limits specified SR90 Field Parameters Elevation (ft (msl)) 759.23 pH (field) SU 5.82 Temp Celcius (degrees C) 19.35 Dissolved Oxygen (mg/L) 5.52 Spec. Cond. (field) micromhos/cm 275.1 Oxidation Reduction Potential (ORP)(mV) 392 Turbidity (field) NTU 13 Station: OCONEE Sample #: 28002024 Location: GM-3 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3 UNAVAIL _ UNAVAILABLE SAMPLE_(NO TESTS PERFORMED) ___Units: pCi/liter Aftiwit -Prrnr ('-Ielr'iItfrl IhAflA Pm ri rtinn I NO SAMPLE E M.l*lLIiH L., Field Parameters Elevation (ft (msl)) NA pH (field) SU NA Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm NA Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA Station: OCONEE Location: GM-3R r Type: GROUND WATER Sample #: 28002025 Collection Date: 4/7/2008 11:30:00 ONS GROUND WATER PROTECTION PROGRAM / GM-3R UAYMMAGW I_ :GAMMA GROUND WATER ANALYSI Units: pCi/liter A.,4,,h, i ....IS< 4.815E+00 0.OOOE+00 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C 6.363E+00 0.000E+00 1.092E+01 0.000E+00 6.489E+00 0.00OE+00 8.813E+00 0.000E+00 7.611 E+00 0.00OE+00 1.085E+01 0.OOOE+00 7.602E+00 0.OOOE+00 Calculated MDA 4.815 6.363 10.92 6.489 8.813 7.611 10.85 7.602 4.763 7.092 8.369 59.28 85.55 Reporting Level Less than 1000 Less than 1000 Lessthan Less than Less than 400.0 300.0 300.0< 4.763E+00 0.OOOE+00 7.092E+00 8.369E+00 5.928E+01 8.555E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PAGE 3 OF 29 GWJOB kDuke EEnergy.Radiological Data for Job: 08-A PR-0002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: GM-3R Type: GROUND WATER Sample #: 28002025 Collection Date: 4/7/2008 11:30:00 ONS GROUND WATER PROTECTION PROGRAM I GM-3R H3GW _Units: pCi/liter TRITIUM ANALYSIS OF GROUND WATER Activity -Error Calculated MDA Reporting Level 1.780E+02 5.080E+01 157 Less than 20000 RADIOSTRONTIUM (SR89 & SR90)_H3 5R89SR90 I Units: pCi/liter Artiviti -lrrnr rnlrIl lItnd flKA SR89 SR90" 5.97E-01 Reportinq Level No limits specified No limits specified Field Parameters Elevation (ft (msl)) 770.25 pH (field) SU 6.01 Temp Celcius (degrees C) 19.6 Dissolved Oxygen (mg/L) 7.65 Spec. Cond. (field) micromhos/cm 63.8 Oxidation Reduction Potential (ORP)(mV) 353 Turbidity (field) NTU 77.9 Station: OCONEE Sample #: 28002026 Location: GM-3DR Collection Date: 4/7/2008 11:15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3DRGW G GROUND WATE ANAL _Units: pCi/liter Ari\,itf, -I=rrnr ..."l,. fMAIA D. I I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.363E+00 0.OOOE+00< 4.400E+00 0.OOOE+00" 8.598E+00 0.OOOE+00" 4.584E+00 0.OOOE+00" 9.427E+00" 6.284E+00" 7.498E+00 0.000E+00 0.OOOE+00 0.OOOE+00 4.363 4.400 8.598 4.584 9.427 6.284 7.498 5.971 4.289 4.275 6.958 39.04 47.28 a \&UI UII Ik OVV Less than 1000 Less than 1000 Lessthan 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Lessthan 400.0 Less than 2.000 Lessthan 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 5.971E+00 0.OOOE+00< 4.289E+00< 4.275E+00< 6.958E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00< 3.904E+01 0.OOOE+00 8.944E+01 2.057E+01 R_3-GW_ "-== __ fRITIUM ANALYSIS OF GROUND WATER ___Units: pCi/liter Ar-fivif\ _ -F:rrNr (rnl'D lnfari r AlnA 2:430E+02 5.290E+01 160 Reporting Level Less than 20000 H3 Units: pCi/liter Activitv -Frrnr ClrniI"IIfat MflA Ponnrtinn I A\waI< 2.24E-01 SR89 No limits specified PAGE 4 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929

• Duke OuEnergy.'Radiological Data for Job: 08-APR,0002.

Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002026 Location: GM-3DR Collection Date: 4/7/2008 11:15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3DR R89SR90 RADIOSTRONTIUM(SR89 & SR90)Units: pCi/liter Activiih, -:rrnr r.jlrilcft-d IAflA Pa nrtinnI wzl< 4.76E-01SR90 No limits specified Field Parameters Elevation (ft (msl)) 770.55 pH (field) SU 6.32 Temp Celcius (degrees C) 19.16 Dissolved Oxygen (mg/L) 7.89 Spec. Cond. (field) micromhos/cm 106.8 Oxidation Reduction Potential (ORP)(mV) 367 Turbidity (field) NTU 21.3 Station: OCONEE Location: GM-4 Type: GROUND WATER G)AMMAGW _ GAMMA GROUND WATER ANAL'Units: pCi/liter _ -.r..Sample #: 28002027 Collection Date: 4/7/2008 15:30:00 ONS GROUND WATER PROTECTION PROGRAM / GM-4 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C<C 4.028E+00 0.000E+00 3.874E+00 0.000E+00 7.913E+00 0.000E+00 3.825E+00 0.000E+00 8.805E+00 0.000E+00 5.252E+00 0.000E+00 6.268E+00 O.O00E+00 6.062E+00 0.000E+00 3.493E+00 0.000E+00 4.100E+00 0.000E+00 6.344E+00 0.000E+00 3.327E+01 0.000E+00 1.474E+02 2.591E+01 Calculated MDA 4.028 3.874 7.913 3.825 8.805 5.252 6.268 6.062 3.493 4.100 6.344 33.27 44.25 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified UnitW7 pilt TRIMANAS -K:krOU:ND WATERnrn_Units: pCi/liter A'tivit, -Prrnr (nIt-"lf~tnH hAfA P~n ^rtinr In ni 2.970E+02 5.280E+01 157 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 786.98 pH (field) SU 8.1 Temp Celcius (degrees C) 19.87 Dissolved Oxygen (mg/L) 4.58 Spec. Cond. (field) micromhos/cm 25.7 Oxidation Reduction Potential (ORP)(mV) 361 Turbidity (field) NTU 228 PAGE 5 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 hDuke 6,Energy.Radiological Data for Job: 08-APR-0002 1 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002028 Location: GM-5 Collection Date: 417/2008 13:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-5._J MMA GOUNDWATER'ANALYSIs ____ ... _ _Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 6.315E+00 0.OOOE+00 6.315 Less than 1000 C058 < 6.541EE+00 0.OOOE+00 6.541 Less than 1000 FE59 < 1.153E+01 0.OOOE+00 11.53 Lessthan 400.0 C060 < 4.778E+00 0.000E+00 4.778 Less than 300.0 ZN65 < 9.508E+00 0.000E+00 9.508 Less than 300.0 NB95 < 7.129E+00 0.OOOE+00 7.129 Less than 400.0 ZR95 < 1.166E+01 0.OOOE+00 11.66 Lessthan 400.0 1131 < 8.133E+00 0.OOOE+00 8.133 Less than 2.000 CS134 < 5.517E+00 0.OOOE+00 5.517 Less than 30.00 CS137 < 6.577E+00 0.OOOE+00 6.577 Less than 50.00 BALA140 < 6.941E+00 0.OOOE+00 6.941 Less than 200.0 BE7 < 5.220E+01 0.OOOE+00 52.20 No limits specified K40 6.870E+01 2.445E+01 61.81 No limits specified H3GW ] ITRITIUM ANALYSIS OF GROUND WATERýUnits: pCilliter Aritixtihi -lzrrnr (-ntn" lnf~-4 Un&< 1.42E+02 158 Reporting Level Lessithan 20000 H3 Field Parameters Elevation (ft (msl)) 761.77 pH (field) SU 4.88 Temp Celcius (degrees C) 20 Dissolved Oxygen (mg/L) .53 Station: OCONEE Location: GM-5R Type: GROUND WATE Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA14 BE7 K40 1.69 Spec. Cond. (field) micromhos/cm 54.5 Oxidation Reduction Potential (ORP)(mV) 394 Turbidity (field) NTU 693 Sample #: 28002029 Collection Date: 4/7/2008 14:00:00 R ONS GROUND WATER PROTECTION PROGRAM / GM-5R GAM ........Activity -Error .Calculated MDA Reporting Level" 3.709E+00 0.OOOE+00 3.709 Less than 1000< 3.840E+00 0.OOOE+00 3.840 Less than 1000" 7.576E+00 0.OOOE+00 7.576 Less,than 400.0< 4.477E+00 O.OOOE+00 4.477 Less'than 300.0" 9.113E+00 0.OOOE+00 9.113 Less than 300.0< 4.342E+00 0.OOOE+00 4.342 Less than 400.0< 6.540E+00 0.000E+00 6.540 Lessathan 400.0< 5.459E+00 0.OOOE+00 5.459 Less than 2.000< 3.911E+00 0.OOOE+00 3.911 Less than 30.00< 3.639E+00 0.OOOE+00 3.639 Less than 50.00 40 < 6.023E+00 0.OOOE+00 6.023 Less than 200.0" 3.189E+01 0.OOOE+00 31.89 No limits specified< 6.160E+01 0.OOOE+00 61.60 No limits specified PAGE 6 OF 29 GWJOB I EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28076-7929 PDuke oEnergy.Station: OCONEE Location: GM-5R Type: GROUND WATER[ Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Sample #: 28002029 Collection Date: 4/7/2008 14:00:00 ONS GROUND WATER PROTECTION PROGRAM / GM-5R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A.C .C .f ,,, I .fA MiA%, Uv !X -HUI1J< 2.07E+01 15C %U 0 V 158 Reportingq Level Less than 20000 H3 Field Parameters Elevation (ft (mst)) 754.36 pH (field) SU 6.09 Temp Celcius (degrees C) 19.11 Dissolved Oxygen (mg/L) 13.57 Spec. Cond. (field) micromhos/cm 47.1 Oxidation Reduction Potential (ORP)(mV) 251 Turbidity (field) NTU 63.2 Station: OCONEE Sample #: 28002030 Location: GM-6 Collection Date: 4/8/2008 10:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-6 Units: pCi/liter Activity -Error Calculated MDA Reportingq Level MN54 < 5.633E+00 0.OOOE+00 5.633 Less than 1000 C058 < 5.154E+00 0.OOOE+00 5.154 Less than 1000 FE59 < 9.992E+00 0.000E+00 9.992 Less than 400.0 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 5.088E+00 9.957E+00 5.852E+00 8.008E+00 7.694E+00 4.770E+00 5.024E+00 8.147E+00 0.OOOE+00 0.OOOE+00 O.000E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.000E+00 0.00OE+00 5.088 9.957 5.852 8.008 7.694 4.770 5.024 8.147 46.00 55.25 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.600E+01 0.OOOE+00 2.214E+02 3.287E+01 H3GW FRITIUM ANALYSIS OF GROUND WATER ...... _ _____ _..__Units: pCi/liter A .... r- ,,, 1/lt 14-A RDAnA M IULIVIL -L.IUI< 6,08E+01 159UU C1 V 159 IupUl Ill LVeei Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.39 pH (field) SU 5.76 Temp Celcius (degrees C) 17.79 Dissolved Oxygen (mg/L) 4.76 Spec. Cond. (field) micromhos/cm 28.6 Oxidation Reduction Potential (ORP)(mV) 395 Turbidity (field) NTU 29 PAGE 7 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: GM-6R Type: GROUND WATER ONS GROUND W'GAMMAGWZ _GAMMA GROUND WATER ANALYSIS, Units: pCi/liter Activity-Error Calculated MDA MN54 < 4.653E+00 O.OOOE+00 4.653 C058 < 4.596E+00 0.000E+00 4.596 FE59 < 8.509E+00 0.OOOE+00 8.509 C060 < 4.674E+00 O.000E+00 4.674 ZN65 < 9.471E+00 0.OOOE+00 9.471 NB95 < 7.057E+00 0.OOOE+00 7.057 ZR95 < 8.054E+00 0.000E+00 8.054 1131 < 6.784E+00 0.000E+00 6.784 CS134 < 4.681E+00 0.000E+00 4.681 CS137 < 4.457E+00 0.000E+00 4.457 BALA140 < 6.625E+00 0.000E+00 6.625 SE7 < 4.380E+01 0.OOOE+00 43.80 K40 4.828E+01 2.372E+01 48.20 Sample #: 28002031 Collection Date: 4/8/2008 10:10:00 ATER PROTECTION PROGRAM I GM-6R Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified 3GWFjVRAITIUM AAL-Y-SI FF GROUND WATER -Units: pCi/liter Activity -Error Calculated MDA Reporting Level H3 < 5.53E+01 162 Less than 20000 Field Parameters Elevation (ft (msl)) 728.86 pH (field) SU 6.75 Temp Celcius (degrees C) 16.99 Dissolved Oxygen (mg/L) 8.01 Spec. Cond. (field) micromhos/cm 56.9 Oxidation Reduction Potential (ORP)(mV) 243 Turbidity (field) NTU 11.8 Station: OCONEE Sample #: 28002032 Location: GM-7 Collection Date: 4/8/2008 09:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-7 ]I AI-AGROUND-WATER ANALYSIS Units: pCi/liter Activitv -Frror Caliculated MI'A ILvel MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 13E7 K40< 4.913E+00 0.OOOE+00< 4.507E+00 O.OOOE+00" 9.922E+00 O.O00E+0< 5.601E+00 O.OOOE+00< 9.532E+00 0.OOOE+00< 4.724E+00 O.OOOE+00< 9.897E+00 0.OOOE+00< 5.932E+00 0.OOOE+00< 5.082E+00 0.OOOE+00< 4.184E+00 O.OOOE+00< 8.375E+00 0.OOOE+00< 4.495E+01 0.OOOE+00 1.980E+02 3.336E+01 4.913 4.507 9.922 5.601 9.532 4.724 9.897 5.932 5.082 4.184 8.375 44.95 57.02 Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 8 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke aEnergy.Station: OCONEE Location: GM-7 Type: GROUND WATER Ii Radiological Data for Job: 08-APR-0002 I Report Generated: 4/24/2008 16:31:40 Sample #: 28002032 Collection Date: 4/8/2008 09:00:00 ONS GROUND WATER PROTECTION PROGRAM / GM-7 H3GW __] TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter c .-.,,+A , 1 1" ,Lv tv -.I Jul 1 .200E-'04 1 .530E+02 C1 ,aIuua u IVILJ0 159[XpIJuI uI Il Ln V e Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.44 pH (field) SU 5.23 Temp Celcius (degrees C) 15.94 Dissolved Oxygen (mg/L) 8.82 Spec. Cond. (field) micromhos/cm 52.2 Oxidation Reduction Potential (ORP)(mV) 422 Turbidity (field) NTU 33.5 Station: OCONEE Location: GM-7R Type: GROUND WATER ,GAMMAGW 3AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 3.378E+00 0.OOOE+00 C058 < 2.948E+00 0.OOOE+00 Sample #: 28002033 Collection Date: 4/8/2008 08:45:00 ONS GROUND WATER PROTECTION PROGRAM / GM-7R< 6.739E+00 0.OOOE+00 FE59 C060 ZN65 NB95 ZR95< 4.059E+00< 7.227E+00< 3.858E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 alculated MDA 3.378 2.948 6.739 4.059 7.227 3.858 6.073 4.466 3.505 3.200 4.727 33.66 38.19 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 6.073E+00 0.000E+00 1131 < 4.466E+00 0.OOOE+00 CS134 < 3.505E+00 0.OOOE+00 CS137 < 3.200E+00 0.000E+00 BALA140 < 4.727E+00 0.000E+00 BE7 < 3.366E+01 0.000E+00 K40 4.968E+01 2.052E+01 H3GW ] 7TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A -; ...C .-,IhA rA fl LvJIa -L..II 3.670E+03 9.610E+01 C1 %,Uauuau VVLr 170 Reportinq Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 727.7 pH (field) SU 6.2 Temp Celcius (degrees C) 17.12 Dissolved Oxygen (mg/L) 7.56 Spec. Cond. (field) micromhos/cm 166.7 Oxidation Reduction Potential (ORP)(mV) 324 Turbidity (field) NTU 86.4 PAGE 9 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.SRadiologicaData for Job:!08"-APR-0002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002034 Location: GM-8 Collection Date: 4/7/2008 15:35:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-8:A:M-M-AGjW '(-ýAMM-A GROqUN:D WVATEN~ýALNýYýS§ ___Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 5.606E+00 0.OOOE+00 5.606 Less than 1000 C058 < 5.244E+00 0.000E+00 5.244 Less than 1000 FE59 < 9.077E+00 0.OOOE+00 9.077 Less than 400.0 CO60 < 4.988E+00 0.000E+00 4.988 Less than 300.0 ZN65 < 9.003E+00 0.OOOE+00 9.003 Less than 300.0 NB95 < 6.215E+00 0.OOOE+00 6.215 Less than 400.0 ZR95 < 1.129E+01 0.OOOE+00 11.29 Lessthan 400.0 1131 < 8.641E+00 0.OOOE+00 8.641 Less than 2.000 CS134 < 5.468E+00 0.000E+00 5.468 Less than 30.00 CS137 < 5.906E+00 0.OOOE+00 5.906 Less than 50.00 BALA140 < 7.080E+00 0.OOOE+00 7.080 Less than 200.0 BE7 < 5.329E+01 0.OOOE+00 53.29 No limits specified K40 1.646E+02 3.101E+01 34.56 No limits specified H3GW: 7-TIUM-ANALYSIS OF GROUND Units: pCi/liter A'tiih, -Errnr lrl'Infteil KNAfplA 2.270E+02 5.490E+01 168 Reportincq Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 742.87 pH (field) SU 6.56 Temp Celcius (degrees C) 22.77 Dissolved Oxygen (mg/L) 7.71 Spec. Cond. (field) micromhos/cm 141.2 Oxidation Reduction Potential (ORP)(mV) 292 Turbidity (field) NTU 158 Station: OCONEE Location: GM-8R Type: GROUND WATE ,GAMMAGW Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALAM1 BE7 K40 R Sample #: 28002035 Collection Date: 4/7/2008 15:20:00 ONS GROUND WATER PROTECTION PROGRAM / GM-8RGAMMA GROUND WATER ANALYSIS Activity -Error Calculated MDA Reporting Level< 2.780E+00 0.OOOE+00 2.780 Less than 1000< 3.163E+00 0.OOOE+00 3.163 Less than 1000< 7.137E+00 0.OOOE+00 7.137 Less than 400.0* 3.188E+00 0.OOOE+00 3.188 Less than 300.0* 7.311E+00 0.OOOE+00 7.311 Less'than 300.0< 3.372E+00 0.OOOE+00 3.372 Less than 400.0< 5.311E+00 0.000E+00 5.311 Lessthan 400.0* 3.843E+00 0.OOOE+00 3.843 Less than 2.000< 3.411E+00 0.OOOE+00 3.411 Lessthan 30.00* 3.392E+00 0.OOOE+00 3.392 Less than 50.00 40 < 5.303E+00 0.OOOE+00 5.303 Less than 200.0< 2.910E+01 0.OOOE+00 29.10 No limits specified 8.754E+01 2.709E+01 41.20 No limits specified PAGE 10 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke O Energy.Radiological Data for Job: 08-APR O002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002035 Location: GM-8R Collection Date: 4/7/2008 15:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-8R Ui3sW Rit I Q N G U TR-, _ _,,F __,.n ,17..Units: pCilliter A .fi i C: r'. 1, 1-+ KrIA D I I fLLvIL -11 I1J 2.390E+02 5.550E+01 170 IVVVIJIII UII LOVO Less than 20000 -H3 Field Parameters Elevation (ft (msl)) 743.31 pH (field) SU 7.87 Temp Celcius (degrees C) 22.36 Dissolved Oxygen (mg/L) 10.21 Spec. Cond. (field) micromhos/cm 253.4 Oxidation Reduction Potential (ORP)(mV) 127 Turbidity (field) NTU 430 Stat Local T ion: OCONEE Sample #: 28002036 tion: GM-9 Collection Date: 41712008 13:55:00 ype: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-9 ,-AMMAGW IMA ROUND WATER ANALYSIS Units: pCi/liter Activity -Error Calculated MDA Reportinq Level MN54 < 5.315E+00 0.OOOE+00 5.315 Less than 1000 CO58 < 4.756E+00 0.OOOE+00 4.756 Less than 1000 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 9.926E+00 0.OOOE+00" 4.025E+00 0,000E+00" 8.752E+00. 0.OOOE+00< 5.653E+00 0.OOOE+00< 7.434E+00< 7.742E+00< 4.918E+00< 5.187E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 9.926 4.025 8.752 5.653 7.434 7.742 4.918 5.187 4.303 42.66 59.42 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.303E+00 0.OOOE+00< 4.266E+01 0.OOOE+00 2.149E+02 3.845E+01 H3GW [T RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A,+ ,+,, _ C. f, ,I , I+t 5A hAr< -1.07E+01 170.Reporting Level Lessthan 20000 H3 Field Parameters Elevation (ft (msl)) 747.09 pH (field) SU 5.94 Temp Celcius (degrees C) 21.06 Dissolved Oxygen (mg/L) 4.35 Spec. Cond. (field) micromhos/cm 124 Oxidation Reduction Potential (ORP)(mV) 265 Turbidity (field) NTU 11.3.PAGE 11 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-APR-0002 1 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002037 Location: GM-9R Collection Date: 4/7/2008 14:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-9R LGAMMA1iGW73 3AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error Calculated MDA Reportinq Level MN54 < 3.901E+00 O.OOOE+00 3.901 Less than 1000 C058 < 4.394E+00 0.OOOE+00 4.394 Less than 1000 FE59 < 8.004E+00 0.OOOE+00 8.004 Less than 400.0 C060 < 5.081E+00 0.OOOE+00 5.081 Less than 300.0 ZN65 < 9.248E+00 0.000E+00 9.248 Less than 300.0 NB95 < 5.378E+00 0.OOOE+00 5.378 Less than 400.0 ZR95 < 7.564E+00 0.OOOE+00 7.564 Less than 400.0 1131 < 6.430E+00 0.OOOE+00 6.430 Less than 2.000 CS134 < 4.126E+00 0.OOOE+00 4.126 Less than 30.00 CS137 < 4.665E+00 0.OOOE+00 4.665 Less than 50.00 BALA140 < 7.102E+00 0.OOOE+00 7.102 Less than, 200.0 BE7 < 3.903E+01 0.OOOE+00 39.03 No limits specified K40 8.558E+01 2.970E+01 41.11 No limits specified HR3GWW LTRITIUM ANALYSIS OF GROUND WATER --_t Units: pCi/liter Apti,,ih, -[rrnr r,',,nIiIftw KAn^A D- -,i I -l< 1.08E+01 171 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 748.6 pH (field) SU 7.18 Temp Celcius (degrees C) 20.8 Dissolved Oxygen (mg/L) 10.23 Spec. Cond. (field) micromhos/cm 107.6 Oxidation Reduction Potential (ORP)(mV) 221 Turbidity (field) NTU 4.6 Station: OCONEE Sample #: 28002038 Location: GM-10 Collection Date: 4/8/2008 14:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-10 UniAsM ApGWi I ,ff MA rGROUND WATE A^NAIY S,.IS Units: pCi/liter A -+i i+i C , f'-, AI4- IRArA 0 .4 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 k' tlV ly -HUIII" 3.675E+00 0.000E+00< 3.950E+00 0.OOOE+00< 7.152E+00 0.OOOE+00" 3.794E+00 0.000E+00< 9.905E+00 0.OOOE+00< 3.548E+00 0.OOOE+00" 7.208E+00 0.000E+00< 5.190E+00 0.OOOE+00< 3.640E+00 0.OOOE+00< 3.786E+00 0.OOOE+00< 5.136E+00 0.OOOE+00" 3.470E+01 0.OOOE+00 2.372E+02 2.618E+01 3.675 3.950 7.152 3.794 9.905 3.548 7.208 5.190 3.640 3.786 5.136 34.70 32.51 f'tepoUI tlII LeVe, Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 12 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergys.KRadiological Data for Job: 08-APR-0002 -j Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002038 Location: GM-10 Collection Date: 4/8/2008 14:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-10 HU3n:G:pWi/i WAT-ER _,_I..Units: pCiIliter A i C: ('I I I- +d A uifA r)A DI4 ný y iVj -HU< 2.14E+00 10 %,U I V 170 r pylJ'J uI 1L4 LU V I Less than 20000 H3 Field Parameters Elevation (ft (msl)) 730.17 pH (field) SU 5.49 Temp Celcius (degrees C) 18.5 Dissolved Oxygen (mg/L) 5.34 Spec. Cond. (field) micromhos/cm 13.2 Oxidation Reduction Potential (ORP)(mV) 427 Turbidity (field) NTU 182 Stat Locat T, ion: OCONEE Sample #: 28002039 ion: GM-10R Collection Date: 4/8/2008 14:05:00 ype: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-1OR:MAýTýAIV-GW-W j IGMA GROUND WATER ANALYSIS _ _ _ I- ._Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 3.938E+00 0.OOOE+00 3.938 Less than 1000 C058 < 4.028E+00 0.OOOE+00 4.028 Less than 1000 FE59 < 7.748E+00 0.OOOE+00 7.748 Less than 400.0 C060 < 4.206E+00 0.OOOE+00 4.206 Less than 300.0 ZN65 < 9.144E+00 0.OOOE+00 9.144 Less than 300.0 NB95 < 5.705E+00 0.OOOE+00 5.705 Less than 400 0 ZR95 1131 CS134 CS137 BALA140 BE7 K40 6.806E+00 5.420E+00 3.995E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 6.806 5.420 3.995 3.704 6.010 35.73 42.94 Less than 400.0< 3.704E+00 0.OOOE+00 Less than 2.000 Less than 30.00 Less than ' 50.00 Less than 200.0 No limits specified No limits specified< 6.010E+00< 3.573E+01 2.037E+02 0.OOOE+00 0.OOOE+00 2.884E+01 H3GW ZZ 1 TRITIUM ANALYSIS OF GROUND WATER ______Units: pCi/liter A, +;,;+,, C. r- + ARMA M% .LvILY -LiVIU< 3.19E+01 a 6 U 9 0 169[LIui 1,LI nJ LeVeI Less than 20000 H3 Field Parameters Elevation (ft (msl)) 728.51 pH (field) SU 6.45 Temp Celcius (degrees C) 18.86 Dissolved Oxygen (mg/L) 5.89 Spec. Cond. (field) micromhos/cm 39.2 Oxidation Reduction Potential (ORP)(mV) 305 Turbidity (field) NTU 51.9 PAGE 13 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-A PR-002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: GM-1I Type: GROUND WATERýGAMMAGW ý GROUND WATER ANALYSIS Units: pCi/liter A +iih, 1 .Sample #: 28002040 Collection Date: 4/8/2008 15:20:00 ONS GROUND WATER PROTECTION PROGRAM / GM-11 I I + A KAnA MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C fl'..LI V LV -L.II'.I 5.866E+00 0.OOOE+00 5.346E+00 0.000E+00 8.296E+00 0.OOOE+00 5.969E+00 0.OOOE+00 8.457E+00 0.OOOE+00 4.335E+00 0.OOOE+00 6.786E+00 0.OOOE+00 4.605E+00 0.OOOE+00 5.127E+00 0.OOOE+00 5.045E+00 0.OOOE+00 6.002E+00 0.OOOE+00 3.478E+01 0.OOOE+00 6.873E+01 1.922E+01 a.JOI.UIO L IaLV 5.866 5.346 8.296 5.969 8.457 4.335 6.786 4.605 5.127 5.045 6.002 34.78 57.81 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified"3GW rIIUM ANALYSIS OF GROUND ,WATER, j,,,,:.. ..Units: pCi/liter Apfi\fitw , -I~rrrr (olnrilfnaei KAfnA D.n -.in, 1 -.1< -1.69E+01 168 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 690.63 pH (field) SU 5.97 Temp Celcius (degrees C) 20.03 Dissolved Oxygen (mg/L) 6.87 Spec. Cond. (field) micromhos/cm 30 Oxidation Reduction Potential (ORP)(mV) 399 Turbidity (field) NTU 65 Station: OCONEE Location: GM-11R Type: GROUND WATER LGAMMAGW I [GAMMA GROUND WATER ANALYSI!Units: pCi/liter A .;,,;+,, .Sample #: 28002041 Collection Date: 4/8/2008 15:30:00 ONS GROUND WATER PROTECTION PROGRAM / GM-11R MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C C C C C C C C C 4.086E+00 0.OOOE+00 3.981 E+00 0.OOOE+00 7.769E+00 0.OOOE+00 4.377E+00 0.OOOE+00 9.245E+00 0.OOOE+00 4.864E+00 0.OOOE+00 7.414E+00 0.OOOE+00 5.452E+00 0.OOOE+00 4.120E+00 0.OOOE+00 3.922E+00 0.OOOE+00 6.012E+00 0.OOOE+00 3.405E+01 0.OOOE+00 5.384E+01 0.OOOE+00 Calculated MDA 4.086 3.981 7.769 4.377 9.245 4.864 7.414 5.452 4.120 3.922 6.012 34.05 53.84 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified PAGE 14 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke O'Energy.Radiological Data for Job: 08-APR-002 1 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002041 Location: GM-11R Collection Date: 4/8/2008 15:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-1IR H3GVW_ i ITRITIUM ANALYSIS OF GROUND WATER _ _,_Units: pCi/liter A r- .... ir-, I ,I, f AriAM I .4 .I flLvILY- -L..II.J< -1.28E+01 6a % 9U 0 169 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 692 pH (field) SU 6.09 Temp Celcius (degrees C) 19.56 Dissolved Oxygen (mg/L) 3.42 Station: OCONEE Location: GM-12 Type: GROUND WATER Spec. Cond. (field) micromhos/cm 39.2 Oxidation Reduction Potential (ORP)(mV) 352 Turbidity (field) NTU 8.82 Sample #: 28002042 Collection Date: 4/8/2008 11:05:00 ONS GROUND WATER PROTECTION PROGRAM / GM-12 GAMMAGW q _3AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 4.449E+00 0.OOOE+00 C058 < 4.527E+00 0.OOOE+00 FE59 < 8.622E+00 0.OOOE+00 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40" 4.726E+00 0.OOOE+00" 9.667E+00 0.OOOE+00" 6.331E+00 0.OOOE+00" 7.284E+00 0.OOOE+00" 5.829E+00 0.OOOE+00" 4.272E+00 0.OOOE+00" 4.152E+00 0.OOOE+00:alculated MDA 4.449 4.527 8.622 4.726 9.667 6.331 7.284 5.829 4.272 4.152 6.923 36.34 47.98 ReportinQ Level Less than 1000 Lessthan 1000 Less than 400.0 Lessthan 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Lessthan 2.000 Lessthan 30.00 Lessthan 50.00 Less than 200.0 No limits specified No limits specified" 6.923E+00" 3.634E+01 1.210E+02 0.OOOE+00 0.OOOE+00 2.497E+01 UH3GW pii Ter TIUMiANALYSIS OF GROUND WATER. M ri I Units: pCi/liter Acthivit -Error Calculated IVflA Ranntrtin, I ~uini< 1.94E+01 171 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 687.84 pH (field) SU 5.1 Temp Celcius.(degrees C) 16.6 Dissolved Oxygen (mg/L) 2.99 Spec. Cond. (field) micromhos/cm 39.7 Oxidation Reduction Potential (ORP)(mV) 375 Turbidity (field) NTU 745 PAGE 15 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy i gical Data for Job:t .08-A PR-00021-:4 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002043 Location: GM-12R Collection Date: 418/2008 11:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-12R.ýAMMAGW _ ]GAMMA GROUND WATER ANALYSIS Units: pCi/liter Ar-fli/it\ -F=rrnr NAnA Pm nrtinn I mini MN54 C058 FE59 c0660 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 3.518E+00 0.000E+00 3.133E+00 0.000E+00 7.056E+00 O.OOOE+00 4.106E+00 0.000E+00<<<<7.530E+00 4.058E+00 6.185E+00 4.320E+00 3.599E+00 3.312E+00 5.379E+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 3.518 3.133 7.056 4.106 7.530 4.058 6.185 4.320 3.599 3.312 5.379 29.83 52.97 Less than 1000 Lessthan 1000 Less than 400.0 Less than 300.0 Lessthan 300.0 Less than 400.0 Lessthan 400.0 Lessthan 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 2.983E+01 0.OOOE+00< 5.297E+01 0.000E+00 H3GW ANALYSIS OF GROUND WATER ___ __ ..____ j Units: pCi/liter Activitv -Errnr C.alcultedr MIlA R nnrtinrl ILvl< 4.01E+01 174 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 688.41 pH (field) SU 6.03 Temp Celcius (degrees C) 16.9 Dissolved Oxygen (mg/L) 2.73 Spec. Cond. (field) micromhos/cm 81.3 Oxidation Reduction Potential (ORP)(mV) 151 Turbidity (field) NTU 7.82 Station: OCONEE Location: GM-13 Type: GROUND WATER ONS GR GAMMAGW A-MMA GROUND WATER ANALYSIS Sample #: 28002044 Collection Date: 4/812008 14:30:00 OUND WATER PROTECTION PROGRAM / GM-13 Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error" 3.977E+00 0.000E+00< 4.269E+00 0.000E+00< 7.666E+00 0.000E+00< 3.963E+00 0.000E+00 9.577E+00 5.233E+00 6.675E+00 0.000E+00 0.000E+00 0.000E+00 Calculated MDA 3.977 4.269 7.666 3.963 9.577 5.233 6.675 4.708 3.760 3.656 4.555 32.17 45.14 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.708E+00 0.000E+00< 3.760E+00 0.000E+00" 3.656E+00 0.000E+00< 4.555E+00 0.000E+00< 3.217E+01 0.000E+00 1.417E+02 2.147E+01 PAGE 16 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OkEnergy.Radiological Data for Job: 08-APR-0002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002044 Location: GM-13 Collection Date: 4/8/2008 14:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-13 H3GW ] WTRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Aptiwif -F:rrnr 'olr'infrit IKAlnA Pm nrtrtinr, I n< -4.87E+01 174 Less than 20000 H3 Field Parameters Elevation (ft (msl)) 699.62 pH (field) SU 4.98 Temp Celcius (degrees C) 18.44 Dissolved Oxygen (mg/L) 5.08 Station: OCONEE Location: GM-13R Type: GROUND WATER Spec. Cond. (field) micromhos/cm 29.1 Oxidation Reduction Potential (ORP)(mV) 423 Turbidity (field) NTU 33.7 Sample #: 28002045 Collection Date: 4/8/2008 14:45:00 ONS GROUND WATER PROTECTION PROGRAM / GM-13RAMMAGWJ LGAMMA GROUNDWATER ANALYSIS Units: pCi/liter A(fi,%if, -_1= rI'_ 1 A lA I< 3.666E+00 0.OOOE+00 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 3.739E+00< 7.961E+00< 4.258E+00< 8.641E+00< 4.588E+00< 6.494E+00< 5.060E+00< 3.974E+00< 3.715E+00< 5.895E+00< 3.267E+01 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 3.666 3.739 7.961 4.258 8.641 4.588 6.494 5.060 3.974 3.715 5.895 32.67 49.11 Reportinq Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 4.911E+01 0.000E+00 ff3GW' N 6-ROUND E, ER1,T]UM AN L IS OF Gý,jj ý ýý_XS _, ýq, ,jj_ý ýý_XS _,R ,jj ý ýý_XS _.,_.ROUNq__,jj_ý ýý_XS _.,_.ROUNq__,jj ý ýý_XS _.,_.ROUNq__,jj_ý ýý_XS _.,_.ROUNq__ _Qj ýý_XS Units: pC!/Iiter Anfixiif r=rrnr rnln.l.f-4 KAnA D_ I I< 8.57E+00 176 I\LJUI LII I. L VýI Lessthan 20000 H3 Field Parameters Elevation (ft (msl)) 703.03 pH (field) SU 6.05 Temp Celcius (degrees C) 18.02 Dissolved Oxygen (mg/L) 1.42 Spec. Cond. (field) micromhos/cm 60.3 Oxidation Reduction Potential (ORP)(mV) 296 Turbidity (field) NTU 14.6 PAGE 17 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OkEnergy.II Radiological Data for Job: 08-APR-6002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: GM-14 Type: GROUND WATER ONS GROUNE GAMMAGW G fAAMMA GROUND WATER ANALYSIS Units: pCi/liter Artiw,ih, -::rrnr ('calr-i KAr Sample #: 28002046 Collection Date: 41812008 09:10:00 I WATER PROTECTION PROGRAM / GM-14 A MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 3.767E+00 0.OOOE+00< 3.822E+00 O.OOOE+00< 7.949E+00 0.000E+00< 3.860E+00 0.000E+00 8.830E+00 5.434E+00 5.818E+00 5.255E+00 4.223E+00 3.835E+00 5.836E+00 0.000E+00 0.OOOE+00 0.OOOE+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 3.767 3.822 7.949 3.860 8.830 5.434 5.818 5.255 4.223 3.835 5.836 33.04 41.30 Reporting Level Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Less than 200.0 No limits specified No limits specified< 3.304E+01 0.OOOE+00 1.849E+02 2.789E+01 H3GW = ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitv -Error l.aliil Int~ad MI'lA< -1.10E+02 178 Reporting Level Less than 20000 H3 Field Parameters Elevation (ft (msl)) 701.82 pH (field) SU 4.88 Temp Celcius (degrees C) 17.88 Dissolved Oxygen (mg/L) 2.86 Spec. Cond. (field) micromhos/cm 24 Oxidation Reduction Potential (ORP)(mV) 457 Turbidity (field) NTU 23.8 Station: OCONEE Sample #: 28002047 Location: GM-14R Collection Date: 4/8/2008 09:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-14R UnAitMs:G p/lte AAMiMA GROUND frWATERr ANALYSISII. Units: pCilliter Antiht, -F~rrrr rnIi"in+nrq NtflfA D n rf.in, I ,n-l MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 3.767E+00 O.OOOE+00 3.508E+00 0.OOOE+00 6.833E+00 0.OOOE+00 3.841E+00 0.OOOE+00 7.643E+00 O.OOOE+00 4.083E+00 0.OOOE+00 6.432E+00 0.OOOE+00 5.136E+00 0.OOOE+00 3.767 3.508 6.833 3.841 7.643 4.083 6.432 5.136 3.490 3.482 5.513 32.71.53.57 Les than 1000 Less than 1000 Less than 1000 Less than 400.0 Less than 300.0 Less than 300.0 Less than 400.0 Less than 400.0 Less than 2.000 Less than 30.00 Less than 50.00 Lessithan 200.0 No limits specified No limits specified 3.490E+00 3.482E+00 5.513E+00 3.271 E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00< 5.357E+01 0.OOOE+00 PAGE 18 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke O Energy.Radiologic ilData tr Job: 08-.APR-0O0200 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002047 Location: GM-14R Collection Date: 4/8/2008 09:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-14R Units: p i/iter 7 ITfUM ANALYSIS, OF GROUND WATER-l= II" r n ..I Units: pCi/liter A~fiwif~ -P~rrnr K fMfA D. r+i~-. I I< -5.72E+01 174-\LJVJ LI il L% v i Less than 20000 H3 Field Parameters Elevation (ft (msl)) 721.41 pH (field) SU 6.75 Temp Celcius (degrees C) 17.27 Dissolved Oxygen (mg/L) 2.48 Spec. Cond. (field) micromhos/cm 104.4 Oxidation Reduction Potential (ORP)(mV) 82 Turbidity (field) NTU 10 Station: OCONEE Location: A-1 Type: CTP GWATER Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS 137 BALA140 BE7 K40 Sample #: 28002048 Collection Date: 4/8/2008 09:10:00 ONS GROUND WATER PROTECTION PROGRAM / A-1 SIS AMMA GROUND WATER ANALY$Activity -Error" 4.488E+00 0.OOOE+00" 3.770E+00 0.OOOE+00< 9.129E+00 0.OOOE+00< 4.713E+00 0.OOOE+00< 9.961E+00 0.OOOE+00< 5.193E+00 0.OOOE+00 Calculated MDA 4.488 3.770 9.129 4.713 9.961 5.193 7.365 5.590 4.394 4.040 5.366 35.14 50.76 Reporting Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified 7.365E+00 5.590E+00 4.394E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00< 4.040E+00 0.OOOE+00" 5.366E+00 0.OOOE+00" 3.514E+01 0.OOOE+00 3.175E+01 2.052E+01 H3GW T:- TRITIUM ANALYSIS OF GROUND WATER, Units: pCi/liter Ar iwih -fr .r,,Il tf, NA RA 1.780E+03 7.670E+01 173 Reporting Level No limits specified H3 Field Parameters Elevation (ft (msl)) 793.42 pH (field) SU 6.83 Temp Celcius (degrees C) 17.34 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 176 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 2.55 PAGE 19 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy., Radiological Data for b08-A PR-O002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002049 Location: A-2 Collection Date: 4/8/2008 10:10:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-2.4AMMAGW j GROUND WATER AN-ALY-SIS Units: pCi/liter A'tixuih, -grrnr K'nlr,,Iot A O n Ai I --I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.842E+00 0.000E+00< 4.686E+00 0.OOOE+00< 9.898E+00 0.000E+00< 5.223E+00 0.OOOE+00< 9.907E+00 0.OOOE+00< 5.842E+00 0.000E+00< 7.401E+00 O.OOOE+00" 6.540E+00 0,000E+00< 4.885E+00 0.OOOE+00< 4.690E+00 0.000E+00" 6.781E+00 0.000E+00< 4.406E+01 0.OOOE+00< 8.180E+01 0.OOOE+00 4.842 4.686 9.898 5.223 9.907 5.842 7.401 6.540 4.885 4.690 6.781 44.06 81.80/ I LII EI L,-j I No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified Units: TRITIUM ANALYSIS-OF GROUIIND WATER Units: pCi/liter Activitx -Errorw Calculated1 MflA Renortini Lee 2.740E+02 5.760E+01 175 No limits specified H3 Field Parameters Elevation (ft (msl)) 793.07 pH (field) SU 6.44 Temp Celcius (degrees C) 18.64 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 129 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 1.01 Station: OCONEE Location: A-8 Type: CTP GWATER ,GAMMAGW _] ýGAMMA GROUND WATER ANALYSIS Units: pCi/liter -rti, -Irrn. r r.Sample #: 28002050 Collection Date: 4/9/2008 08:50:00 ONS GROUND WATER PROTECTION PROGRAM / A-8.l-1.fnA hAnA MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 5.308E+00 0.00OE+00 4.978E+00 0.OOOE+00 1.027E+01 0.OOOE+00 5.293E+00 0.000E+00 9.728E+00 0.OOOE+00 5.991E+00 0.OOOE+00 8.624E+00 0.OOOE+00 6.670E+00 0.OOOE+00 5.039E+00 0.OOOE+00 5.415E+00 0.OOOE+00 5.649E+00 0.OOOE+00 4.237E+01 0.OOOE+00 1.828E+02 2.969E+01 5.308 4.978 10.27 5.293 9.728 5.991 8.624 6.670 5.039 5.415 5.649 42.37 56.07 Reportinq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified PAGE 20 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OlEnergy.Station: OCONEE Location: A-8 Type: CTP GWATER Radiological Data Gor Job: 08-A 4/0086: Report Generated: 4/24/2008 16:31:40 Sample #: 28002050 Collection Date: 4/9/2008 08:50:00 ONS GROUND WATER PROTECTION PROGRAM I A-8 H3GW iII TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity -Error MI-lA< 1.30E+02 176 Reportinq Level No limits specified H3 Field Parameters Elevation (ft (msl)) 800.09 pH (field) SU 5.77 Temp Celcius (degrees C) 17.38 Dissolved Oxygen (mguL) NA Spec. Cond. (field) micromhos/cm 44.5 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 3.05 Station: OCONEE Location: A-9 Type: CTP GWATER-AMMAGW ;IAMMA GROUND WATER ANALYSIS Units: pCi/liter Activifv -:rrnr, Sample #: 28002051 Collection Date: 4/7/2008 11:10:00 ONS GROUND WATER PROTECTION PROGRAM / A-9 I i-i lntari KfAn MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137< 4.423E+00 0.000E+00" 4.298E+00 0.OOOE+00< 9.572E+00 0.00OE+00< 4.559E+00 0.00OE+00< 9.300E+00 O.000E+00< 5.167E+00 0.000E+00" 8.224E+00 O.000E+00 4.423 4.298 9.572 4.559 9.300 5.167 8.224 5.629 4.027 3.869 5.076 33.14 35.76 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified 5.629E+00 4.027E+00 3.869E+00 0.000E+00 0.000E+00 0.000E+00 BALA140 < 5.076E+00 0.OOOE+00 BE7 < 3.314E+01 0.OOOE+00 K40 2.044E+02 3.026E+01 H3GW TRITIUM ANALYSIS OF GROUNDWATER .... _____Units: pCi/liter A ,,fi if ,, r 1 1 _f A ....r%,A n ýf. I I fl y Xt -IHUJI 1 .790E+03 7.720E+01 17 I 4 C3 V 174 I IUI IL L"M V I No limits specified H3 Field Parameters Elevation (ft (msl)) 792.39 pH (field) SU 6.4 Temp Celcius (degrees C) 16.68 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 347.7 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 8.97 PAGE 21 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002052 Location: A-10 Collection Date: 4/9/2008 10:40:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-10 GAMAGW A GROUND WATER ANALYSIS.A __Units: pCi/liter Activity -Error Calculated MDA Reportinq Level MN54 < 4.035E+06 0.OOOE+00 4.035 No limits specified C058 < 4.731E+00 0.000E+00 4.731 No limits specified FE59 < 1,083E+01 0.000E+00 10.83 No limits specified CO60 < 4.789E+00 0.OOOE+00 4.789 No limits specified ZN65 < 9.911E+00 0.000E+00 9.911 No limits specified NB95 < 4.812E+00 0.000E+00 4.812 No limits specified ZR96 < 8.091E+00 0.000E+00 8.091 No limits specified 1131 < 5.356E+00 0.OOOE+00 5.356 No limits specified CS134 < 4.457E+00 0.OOOE+00 4.457 No limits specified CS137 < 4.553E+00 0.OOOE+00 4.553 No limits specified BALA140 < 5.055E+00 0.OOOE+00 5.055 No limits specified BE7 < 3.847E+01 0.000E+00 38.47 No limits specified K40 2.146E+02 3.777E+01 51.13 No limits specified H3GW }TRITIUM ANALYSIS OF GROUND WATER t%__.. ._Units: pCi/liter A.ti\iiti -Frrnr C.Ilr,"Itclt-MIAfA PInnrtinn I awol 3.460E+02 5.930E+01 177 No limits specified H3 Field Parameters Elevation (ft (msl)) 691.28 pH (field) SU 5.92 Temp Celcius (degrees C) 15.19 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 140.7 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 3.47 Station: OCONEE Location: A-11 Type: CTP GWATER ONS GROU ,GAMMiAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter A, , .. r::tr Ift Sample #: 28002053 Collection Date: 4/9/2008 11:15:00 ND WATER PROTECTION PROGRAM I A-1I"A MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 4.127E+00 0.OOOE+00< 3.807E+00 0.OOOE+00< 7.960E+00 0.000E+00< 3.630E+00 0.OOOE+00< 8.465E+00 0.OOOE+00< 4.655E+00 0.OOOE+00< 6.738E+00 0.OOOE+00< 4.786E+00 0.OOOE+00" 4.042E+00 0.OOOE+00< 3.744E+00 0.OOOE+00< 5.624E+00 0.OOOE+00< 3.340E+01 0.OOOE+00< 6.815E+01 0.OOOE+00 4.127 3.807 7.960 3.630 8.465 4.655 6.738 4.786 4.042 3.744 5.624 33.40 68.15 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified PAGE 22 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke O Energy.Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002053 Location: A-11 Collection Date: 4/9/2008 11:15:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM /A-1I H3GW IIRITIUM ANALYSIS OF GROUND WATER _Units: pCi/liter A -fi,,if, _ r' I I f f4 KnA D rf.r I I< 7.33E+01 153 No limits specified H3 Field Parameters Elevation (ft (msl)) 695.89 pH (field) SU 5.9 Temp Celcius (degrees C) 15.9 Dissolved Oxygen (mg/L) NA Station: OCONEE Location: A-12 Type: CTP GWATER Spec. Cond. (field) micromhos/cm 43 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 2.1 Sample #: 28002054 Collection Date: 4/9/2008 10:35:00 ONS GROUND WATER PROTECTION PROGRAM / A-12 ,AMAGW 3 ',AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity -Error C MN54 < 3.862E+00 0.OOOE+00 C058 < 3.912E+00 0.OOOE+00 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40" 9.112E+00" 3.450E+00" 9.112E+00 O.OOOE+00 0.OOOE+00 0.OOOE+00< 5.056E+00 0.OOOE+00" 7.168E+00" 5.426E+00" 3,623EO00" 4.129E+00" 5.623E+00" 3.496E+01 8.682E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 O.000E+O0 O.OOOE+00 O.OOOE+00 1 .792E+01;alculated MDA 3.862 3.912 9.112 3.450 9.112 5.056 7.168 5.426 3.623 4.129 5.623 34.96 43.30 Reportinq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified Units HG.RITUMANALYSIS OF GROUND WATER -___ _. __ .......... _Units: pCi/liter ,-;,,- _ .. r NAnlA .I ..< 7.62E+01 151 I \[uvJI LII 1. --VVI No limits specified H3 Field Parameters Elevation (ft (msl)) 709.28 pH (field) SU 5.5 Temp Celcius (degrees C) 15.37 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 20 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 8.67 PAGE 23 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 Duke ,Energy.diological Data for Job: 08-A PR-00021 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002055 Location: A-13 Collection Date: 4/7/2008 14:20:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-13ýAMAGW GAMMA GROUND WATER ANALYSIS _._-____Units: pCi/liter Arnfiwih, -r~rrnr C"Ilr,,l IfKt fA Dmn,/ P ,rfirn, I I MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40< 5.185E+00 0.OOOE+00< 5.651E+00 0.OOOE+00< 1.014E+01 0.000E+00* 6.518E+00 0.OOOE+00< 9.839E+00 0.OOOE+00< 5.547E+00 0.000E+00< 1.073E+01 0.000E+00< 7.612E+00 0.000E+00< 3.963E+00 0.000E+00* 4.761E+00 0.OOOE+00< 9.021E+00 0.OOOE+00< 3.509E+01 0.000E+00 1.053E+02 3.607E+01 5.185 5.651 10.14 6.518 9.839 5.547 10.73 7.612 3.963 4.761 9.021 35.09 60.58 No H limi-tsp No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified ReportinQ Level No limits specified H3GW 7 RITlUM ANALYSIS OF GRQOUND WATER Units: pCi/liter Activitlv -Frror Calculated MflA 1 .070E+03 6.250E+01 151 H3 Field Parameters Elevation (ft (msl)) 786.8 pH (field) SU 8.45 Temp Celcius (degrees C) 20.19 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 262 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 22.4 Station: OCONEE Sample #: 28002056 Location: A-14 Collection Date: 4/7/2008 13:35:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-14 j~A~9ROUND WATER ~~ANALYSIS Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 5.062E+00 O.OOOE+00 5.062 No limits specified C058 < 4.752E+00 0.000E+00 4.752 No limits specified FE59 < 9.767E+00 0.OOOE+00 9.767 No limits specified C060 < 5.068E+00 0.OOOE+00 5.068 No limits specified ZN65 < 9.006E+00 0.OOOE+00 9.006 No limits specified NB95 < 5.506E+00 0.000E+00 5.506 No limits specified ZR95 < 9.453E+00 0.000E+00 9.453 No limits specified 1131 < 8.230E+00 0.OOOE+00 8.230 No limits specified CS134 < 4.007E+00 0.OOOE+00 4.007 No limits specified CS137 < 4.250E+00 0.OOOE+00 4.250 No limits specified BALA140 < 7.892E+00 0.000E+00 7.892 No limits specified BE7 < 4.392E+01 0.OOOE+00 43.92 No limits specified K40 2.114E+02 3.866E+01 47.50 No limits specified PAGE 24 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 Duke ,Energy.Station: OCONEE Location: A-14 Type: CTP GWATER Radiological Data for Job: 08-A PR-00026 Report Generated: 4/24/2008 16:31:40 Sample #: 28002056 Collection Date: 4/7/2008 13:35:00 ONS GROUND WATER PROTECTION PROGRAM / A-14 H j'G-VV'TPTIN1ANAYSS F ROUiqD WAKTER Units: pCi/liter H3 Activity -Error 1.380E+03 6.690E+01 Calculated MDA 152 Reporting Level No limits specified Field Parameters Elevation (ft (msl)) 784.83 pH (field) SU 8.98 Temp Celcius (degrees C) 20.04 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 201.5 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 2.31 Station: OCONEE Sample #: 28002057 Location: A-17 Collection Date: 4/8/2008 14:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM I A-17 trAmMAGW/ j AMMA GROUND WATER ANJALYSIS~7~; Units: pCi/liter Activity -Error Calculated MDA Reporting Level MN54 < 4.688E+00 0.OOOE+00 4.688 No limits specified C058 < 4.467E+00 0.OOOE+00 4.467 No limits specified FE59 < 9.995E+00 0.000E+00 9.995 No limits specified C060 < 5.574E+00 0.OOOE+00 5.574 No limits specified ZN65 < 9.150E+00 0.OOOE+00 9.150 No limits specified NB95 < 5.711E+00 0.OOOE+00 5.711 No limits specified ZR95 1131 CS134.CS137 BALA140 BE7 K40 8.268E+00 5.511E+00 4.798E+00 4.847E+00 7.316E+00 3.544E+01 8.858E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 8.268 5.511 4.798 4.847 7.316 35.44 88.58 No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified Reporting Level No limits specified UH3Gi Units: pCi/liter'TRITUM 'AN~ALYý§kSSOF GROUND WATER Activity -Error 1.590E+02 4.920E+01 Calculated MDA 153 H3 Field Parameters Elevation (ft (msl)) 790.71 pH (field) SU 6.14 Temp Celcius (degrees C) 19.28 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 62 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 3.9 PAGE 25 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PhDuke Am~l Radiological Data for Job; 08-APR-0002 I* w I WE UiS. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002058 Location: A-18 Collection Date: 4/8/2008 13:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-18 G:AMMAGW __o MM,-A ANALYSI. Sf -R A .... S-1 Units: pCi/liter Activity -Error Calculated MDA Reportinq Level MN54 < 5.978E+00 0.000E+00 5.978 No limits specified C058 < 5.457E+00 0.000E+00 5.457 No limits specified FE59 < 1.207E+01 0.000E+00 12.07 No limits specified C060 < 4.528E+00 0.000E+00 4.528 No limits specified ZN65 < 9.819E+00 O.OOOE+00 9.819 No limits specified NB95 < 6.343E+00 0.000E+00 6.343 No limits specified ZR95 < 9.841E+00 0.000E+00 9.841 No limits specified 1131 < 8.106E+00 0.000E+00 8.106 No limits specified CS134 < 5.765E+00 0.000E+00 5.765 No limits specified CS137 < 5.667E+00 0.000E+00 5.667 No limits specified BALA140 < 8.554E+00 0.000E+00 8.554 No limits specified SE7 < 4.586E+01 0.OOOE+00 45.86 No limits specified K40 2.132E+02 4.454E+01 64.89 No limits specified H3GWRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter -Prrmr rl(-lr'i =tl Par l'A Par nrtinr I ýnl< 3.26E+01 153 H3 No limits specified Field Parameters Elevation (ft (msl)) 793.71 pH (field) SU 6.09 Temp Celcius (degrees C) 19.11 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 65 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 1.81 Station: OCONEE Sample #: 28002059 Location: BG-4 Collection Date: 4/8/2008 13:15:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / BG-4 UAits:GW pArMMA rGROUDi -WATER ANALYSIS tIA _ni I _-l Units: pCi/liter Acttvttv -Error Cacla~iIted MlA Repnrtint, Lee MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C C C 4.449E+00 0.000E+00 4.153E+00 0.000E+00 9.151 E+00 0.000E+00 4.503E+00 0.000E+00 9.834E+00 0.000E+00 5.415E+00 0.OOOE+00 8.085E+00 0.OOOE+00 6.341 E+00 0.000E+00 3.908E+00 O.OOOE+00 4.440E+00 0.OOOE+00 6.954E+00 0.000E+00 3.943E+01 0.OOOE+00 6.621E+01 0.000E+00 4.449 4.153 9.151 4.503 9.834 5.415 8.085 6.341 3.908 4.440 6.954 39.43 66.21 No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified PAGE 26 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke O Energy.r RadiolOgicalDatfor 08-APRO002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: BG-4 Type: CTP GWATER Unfits piT/IitNAtiSvitS OF GROUND WrAT Units: pCi/liter Activitv, -Error Sample #: 28002059 Collection Date: 4/8/2008 13:15:00 ONS GROUND WATER PROTECTION PROGRAM I BG-4< 1.07E+'02Ilculated MDA 151 Reportinq Level No limits specified H3 Field Parameters Elevation (ft (msl)) 811.56 pH (field) SU 5.68 Temp Celcius (degrees C) 15.84 Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 52.7 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU 3.46 Station: OCONEE Location: MW-RP01 Type: BURIAL WELL 3A-MMAý,GGW AMMA GROUND WATER ANALYSIS Units: pCi/liter -tivt -P ..Sample #: 28002060 Collection Date: 4/9/2008 10:25:00 ONS TUBE BURIAL / MW-RP01* .1 KMA MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40<4.086E+00 0.000E+00 4.477E+00 0.000E+00 9.985E+00 0.000E+00 4.903E+00 0.OOOE+00 9.678E4-00 4.569E+00 8.154E+00 0.000E+00 0.000E-400 0.000E+00 4.086 4.477 9.985 4.903 9.678 4.569 8.154 6.230 3.935 4.663 6.878 41.71 53.01 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified< 6.230E+00 0.OOOE+00 3.935E+00 4.663E+00 6.878E+00 4.171E+01 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 4.115E+01 2.591E+01 H3GW ANALYSIS OF GROUND WATER _ __Units: pCi/liter Artivitb -Error C.2I MfA RPn rMinn I iwal< 4.18E+01 150 No limits specified H3 Field Parameters Elevation (ft (msl)) 760.77 pH (field) SU 5.49 Temp Celcius (degrees C) 21.03 Dissolved Oxygen (mg/L) 1.33 Spec. Cond. (field) micromhos/cm 22.6 Oxidation Reduction Potential (ORP)(mV) 443 Turbidity (field) NTU 2.53 PAGE 27 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke OlEnergy.I Radiological Data for Job: 08-APR-0002 Report Generated: 4/24/2008 16:31:40 Station: OCONEE Location: MW-RP02 Type: BURIAL WELL GAMMAGW ] GAMMA GROUND WATER ANALYSIS : .Sample #: 28002061 Collection Date: 4/9/2008 08:55:00 ONS TUBE BURIAL / MW-RP02 Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C C Activity -Error 4.255E+00 0.000E+00 3.250E+00 O.O00E+00 9.645E+00 0.000E+00 4.793E+00 0.000E+00 9.600E+00 0.000E+00 5.391E+00 0.000E+00 6.186E+00 0.OOOE+00 6.048E+00 0.000E+00 4.077E+00 0.000E+00 4.153E+00 0.000E+00 6.638E+00 0.000E+00 3.851E+01 0.OOOE+00 2.040E+02 2.923E+01 Calculated MDA 4.255 3.250 9.645 4.793 9.600 5.391 6.186 6.048 4.077 4.153 6.638 38.51 44.79 Reportingq Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified H3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A.fi,,h, r. r,~1 I, + hAR A< -2.16E+01 jaItUI tLU VI JaV 147 Reporting Level No limits specified H3 Field Parameters Elevation (ft (msl)) 741.62 pH (field) SU 5.46 Temp Celcius (degrees C) 19.44 Dissolved Oxygen (mg/L) .22 Spec. Cond. (field) micromhos/cm 28.9 Oxidation Reduction Potential (ORP)(mV) 247 Turbidity (field) NTU 194 Station: OCONEE Location: MW-RP03 Type: BURIAL WELL GAMMAGW A AMMA GROUND WATER ANALYSIS Sample #: 28002062 Collection Date: 4/9/2008 09:45:00 ONS TUBE BURIAL / MW-RP03 Units: pCi/liter MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 C C C C C C C C C C Activity -Error 4.108E+00 0.OOOE+00 4.120E+00 0.OOOE+00 9.520E+00 0.000E+00 4.312E+00 0.OOOE+00 9.341E+00 0.OOOE+00 5.428E+00 0.OOOE+00 7.456E+00 0.O00E+00 5.158E+00 0.OOOE+00 4.046E+00 0.000E+00 4.251E+00 0.OOOE+00 6.927E+00 0.OOOE+00 3.720E+01 0.000E+00 6.768E+01 2.981E+01 Calculated MDA 4.108 4.120 9.520 4.312 9.341 5.428 7.456 5.158 4.046 4.251 6.927 37.20 60.09 Reporting Level No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified No limits specified PAGE 28 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 kDuke O Energy./:Radiological Data for Job: 08-APR-0002 I Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002062 Location: MW-RP03 Collection Date: 4/9/2008 09:45:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP03 H3GW FJTRITIUM ANALYSIS OF GROUND WATER .............. ...Units: pCi/liter AIi,,i _ ...l,,l hAnA D rti I I< -3.22E+01 151 I -I UI.II II No limits specified H3 Field Parameters Elevation (ft (msl)) 737.01 pH (field) SU 5.03 Temp Celcius (degrees C) 18.83 Dissolved Oxygen (mg/L) 1.92 Spec. Cond. (field) micromhos/cm 28.8 Oxidation Reduction Potential (ORP)(mV) 402 Turbidity (field) NTU 55.4 PAGE 29 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke oEnergy.Station: OCONEE Location: NA Type: H3INVESTIGATION Radiological Data for Job: 08-APR-0013 1 Report Generated: 4/14/2008 11:47:40 Sample #: 28002245 Collection Date: 4/9/2008 08:30:00 ONS GROUND WATER PROTECTION PROJECT I CB-135 Uis e A t OFrr .MIA NWATER__I Units: pCilliter Activitv -Error C~alculatedI MfA Ren rtinn Lee< 1.37E+.02 156 No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 5.93 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 91.2 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA Station: OCONEE Sample #: 28002246 Location: NA Collection Date: 4/9/2008 08:40:00 Type: H31NVESTIGATION ONS GROUND WATER PROTECTION PROJECT / CB-147 H3GW jL3R!TIUM ANALYSIS OF GROUND ___.....__...____...___... Units: pCi/liter Ar-fi/if Prrr rnin"Ita-l It A I awal 2.820E4-03 8.370E+01 155 No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 6.48 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 193.9 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA Station: OCONEE Location: NA Type: H3iNVESTIGATION Sample #: 28002247 Collection Date: 4/9/2008 08:50:00 ONS GROUND WATER PROTECTION PROJECT I CB-97 Ut3GV p/l Ter ANALYSS OFGROUND W ATER Units: pCi/liter A~*~h Ii it,' 1 r' 1+ A RAMDI I< 1.20E+02 0 IlU aL~ IVIu 155 IjL;IIJU Ul I,.4 LUVyI No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 7.17 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 55.8 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA PAGE 1 OF 3 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersviile, NC 28078-7929 PDuke O Energy.11 Radiological Data for Job: 08-APR-0013 I Report Generated: 4/14/2008 11:47:40 Station: OCONEE Location: NA Type: H31NVESTIGATION ONS GROUND WA-3GW- TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A -fivit -Errnr r'.-qllrljnt~rl RMnA Sample #: 28002248 Collection Date: 4/9/2008 09:10:00 TER PROTECTION PROJECT/ CB-131 4.560E+03 9.850E+01 152 Reportinq Level No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 7.28 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 63.4 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA Station: OCONEE Sample #: 28002249 Location: NA Collection Date: 4/9/2008 09:20:00 Type: H31NVESTIGATION ONS GROUND WATER PROTECTION PROJECT / CB-146 H3GW ____ TRITIUM ANALYSIS OF GROUND WATER _ ___: Units: pCi/liter Ar-fiwtif+ -lrrnr -n l fl A Prnn-rfinn I n, 1.910E+02 5.050E+01 155 No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 6.05 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 110.9 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA Station: OCONEE Location: NA Type: H31NVESTIGATION Sample #: 28002250 Collection Date: 4/912008 09:30:00 ONS GROUND WATER PROTECTION PROJECT / 48" CULVERT H3GW " ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitv -Frrnr Calcu Jl~t~d MI-}A 9.480E+02 6.020E+01 150 Reportinq Level No limits specified H3 Field Parameters Elevation (ft (msl)) NA pH (field) SU 7.89 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond, (field) micromhos/cm 118.6 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA PAGE 2 OF 3 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 Duke wEnergy.Radiological Data for Job: 08-APR-0013 Report Generated: 4/14/2008 11:47:40 Station: OCONEE Sample #: 28002285 Location: NA Type: H31NVESTIGATION ONS GROUND WATER PROTECTION PROGRAM / CB-100=UNAVAIL PAVAILALE SAMPLE (NO TESTS PERFORMED) Units: pCi/liter Activiht -Frrnr C.alcruIntid hfAA RP nnrtinn I owol NO SAMPLE t:ý ::I Field Parameters Elevation (ft (msl)) NA pH (field) SU 6.91 Temp Celcius (degrees C) NA Dissolved Oxygen (mg/L) NA Spec. Cond. (field) micromhos/cm 56.6 Oxidation Reduction Potential (ORP)(mV) NA Turbidity (field) NTU NA PAGE 3 OF 3 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929 PDuke V Energy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION I 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 Report Generated: 5/13/2008 07:16:35 Sample #: 28002642 ONS GEOPROBE WELL -GP-9 04/29/08 14:40:00 GAMMAGW to 04/29/08 14:40:00 GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.195E+00 O.OOOE+00< 5.095E+00 O.000E+00< 8.290E+00 0.OOOE+00< 5.300E+00 0.OOOE+00< 9.671E+00 0.OOOE+00< 4.743E+00 0.OOOE+00" 1.013E+01 O.OOE+00" 8.889E+00 O.OOOE+00< 4.436E+00 0.OOOE+00" 6.072E+00 0.OOOE+00< 6.892E+00 0.000E+00< 4.818E+01 0.OOOE+00 2.375E+02 3.469E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 7.980E+03 1.340E+02 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002643 04/29/08 16:25:00 to 04/29/08 16:25:00 ONS GEOPROBE WELL -GP-1O GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 3.566E+00 0.OOOE+00" 3.765E+00 0.OOOE+00" 8.153E+00 0.OOOE+00" 4.114E+0O 0.OOOE+00" 9.509E+00 O.OOOE+00" 4.968E+00 0.OOOE+00" 6.432E+00 0.OOOE+00" 5.996E+00 0.OOOE+00" 3.603E+00 O.OOOE+00" 3.685E+00 0.OOOE+00" 5.885E+00 0.OOOE+00" 3.258E+01 0.OOOE+00 1.502E+02 2.938E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PAGE 1 OF 10 PDuke EEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION I 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 Report Generated: 5/13/2008 07:16:35 Sample #: 28002643 04/29/08 16:25:00 to 04129/08 16:25:00 ONS GEOPROBE WELL -GP-1O H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 8.871 E+03 1.390E+02 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002644 04/30/08 09:45:00 to 04/30/08 09:45:00 ONS GEOPROBE WELL -GP-11 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 4.151E+00 0.OOOE+00 pCi/I C058 < 4.084E+00 0.000E+00 pCi/I FE59 < 6.764E+00 0.OOOE+00 pCi/I C060 < 3.988E+00 0.OOOE+00 pCi/I ZN65 < 7,930E+00 0,OO0E+00 pCi/I NB95 < 4.415E+00 O.OOOE+00 pCi/I ZR95 < 6.075E+00 O.OOOE+00 pCi/I 1131 < 5.367E+00 0.OOOE+0O pCi/I CS134 < 4.139E+00 0.OOOE+00 pCi/I CS137 < 3.377E+00 0.OOOE+00 pCi/I BALA140 < 6.735E+00 0.OOOE+00 pCi/I BE7 < 3.305E+01 0.OOOE+00 pCi/I K40 < 6.517E+01 0.OOOE+00 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error< 1.03E+02 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002645 04/30/08 11:20:00 to 04/30/08 11:20:00 ONS GEOPROBE WELL -GP-12 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 Activity -Error< 4,133E+00 0,OOOE+00< 3,979E+00 0,OOOE+00" 6.296E+00 0,OOOE+00< 3.733E+00 0O0O0E+00 pci/I pci/I pci/I pci/I PAGE 2 OF 10 PDuke oEnergys.K 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002645 LOCATION: NA TYPE: H31NVESTIGATION 04/30/08 11:20:00 to 04/30/08 11:20:00 GAMMAGW GAMMA GROUND WATER ANALYSIS ONS GEOPROBE WELL -GP-12 Activity -Error ZN65 < 7.848E+00 0.OOOE+00 pCi/I NB95 < 4.965E+00 O.OOOE+00 pCi/I ZR95 < 7.557E+00 0.OOOE+00 pCi/I 1131 < 6.115E+00 0.OOOE+00 pCi/I CS134 < 4.114E+00 0.OOOE+00 pCi/I CS137 < 3.868E+00 O.OOOE+00 pCi/I BALA140 < 6.616E+00 0.OOOE+00 pCi/I BE7 < 3.499E+01 0.OOOE+00 pCi/I K40 1.567E+02 2.369E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error< 3.8FE+01 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002719 04/30/08 16:55:00 to 04/30/08 16:55:00 GAMMAGW GAMMA GROUND WATER ANALYSIS ONS GEOPROBE WELL -GP-13 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.003E+00 O.OOOE+00< 4.475E+00 0.OOOE+00< 1.077E+01 0.OOOE+00" 5.374E+00 0.000E+00" 8.683E+00 0.000E+00< 5.430E+00 0.OOOE+00< 8.968E+00 0.OOOE+00< 8.338E+00 0.OOOE+00< 4.782E+00 0.OOOE+00< 4.902E+00 O.OOOE+00< 8.634E+00 0.000E+00< 4.032E+01 O.OOOE+00 7.215E+01 2.199E+01 pCi/I pCi/I pCi/I pCi/I pCill pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< -2.45E+01 H3 pCi/I PAGE 3 OF 10 Duke Energy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION i 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 Report Generated: 5/13/2008 07:16:35 Sample #: 28002720 05101/08 09:55:00 to 05101108 09:55:00 ONS GEOPROBE WELL -GP-14 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 3.562E+00 0.000E+00 pCi/I C058 < 3.840E+00 0.OOOE+00 pCi/I FE59 < 7.317E+00 0.OOOE+00 pCi/I C060 < 3.978E+00 0.OOOE+00 pCi/I ZN65 < 8,080E+00 0.OOOE+00 pCi/I NB95 < 4,167E+00 0.OOOE+00 pCi/I ZR95 < 7,212E+00 0.000E+00 pCi/I 1131 < 6,589E+00 0.0001E+00 pCi/I CS134 < 3.214E+00 0.OOOE+00 pCi/I CS137 < 3.118E+00 0.OOOE+00 pCi/I BALA140 < 4,929E+00 0.000E+00 pCi/I BE7 < 3,096E+01 0,OOOE+00 pCi/I K40 1.487E+02 2.194E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error< 4.92E+01 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002721 05/01/08 11:20:00 to 05/01/08 11:20:00 GAMMAGW GAMMA GROUND WATER ANALYSIS ONS GEOPROBE WELL -GP-15 MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity-Error< 3.498E+00 O.OOOE+00< 3.872E+00 0.OOOE+00< 7.668E+00 0.OOOE+00< 3.902E+00 0.OOOE+00< 8.413E+00 0.OOOE+00< 4.501E+00 0.OOOE+00< 7.017E+00 0.OOOE+00< 5.295E+00 0.OOOE+00< 3.405E+00 0.OOOE+00< 3.107E+00 O.OOOE+00" 5.772E+00 0.OOOE+00< 3.094E+01 0.OOOE+00 7.482E+01 2.315E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PCi/I PAGE 4 OF 10 PDuke O Energy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION I 08-MAY-0001, 08-MAY-0009, 08-MAY-O012 Report Generated: 5/13/2008 07:16:35 Sample #: 28002721 05/01/08 11:20:00 to 05/01/08 11:20:00 ONS GEOPROBE WELL -GP-15 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< -6.63E+00 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002722 ONS GEOPROBE WELL -GP-8 05/01/08 15:20:00 to 05/01/08 15:20:00 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.511E+00 0.000E+00< 4.849E+00 0.000E+00< 1.010E+01 0.OOOE+00< 4.332E+00 0.OOOE+00< 9.802E+00 O.OOOE+00< 4.789E+0 0.000EO+00 < 8.864E+00 0.OOOE+00< 7.020E+00 0.OOOE+00< 3.859E+00 0.OOOE+00< 4.754E+00 0.000E+00" 5.446E+00 0.OOOE+00< 4.473E+01 O.OOOE+00 2.647E+02 2.791E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 1.420E+04 1.720E+02 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002723 ONS GEOPROBE WELL -GP-6 05/05/08 10:05:00 to 05/05/08 10:05:00 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 CO60 Activity -Error< 4.219E+00 0.OOOE+00< 4.237E+00 0.OOOE+00< 8.330E+00 0.OOOE+00< 4.741E+00 O.OOOE+00 pCi/I pCi/I pCi/I pCi/I PAGE 5 OF 10 Duke SEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 Report Generated: 5/13/2008 07:16:35 Sample #: 28002723 ONS GEOPROBE WELL -GP-6 05/05/08 10:05:00 to 05/05/08 10:05:00 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error ZN65 < 9.647E+00 0.OOOE+00 pCi/I NB95 < 5.992E+00 0.OOOE+00 pCi/I ZR95 < 7.662E+00 0.000E+00 pCi/I 1131 < 5.576E+00 0.OOOE+00 pCi/1 CS134 < 4.349E+00 0.OOOE+00 pCi/I CS137 < 4.282E+00 0.OOOE+00 pCi/I BALA140 < 6.595E+00 0.OOOE+00 pCi/I BE7 < 3.757E+01 0.OOOE+00 pCi/I K40 1.806E+02 2.847E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 8.580E+02 6.700E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002763 05/05/08 15:10:00 to 05/05/08 15:10:00 ONS GEOPROBE WELL -GP-1 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error" 2.833E+00 0.OOOE+00" 3.088E+00 0.000E+00" 6.257E+00 0.000E+00" 3.479E+00 0.000E+00" 7.976E+00 0.000E+00" 4.053E+00 0.000E+00" 5.171E+00 0.000E+00" 4.929E+00 0.000E+00" 3.2115E00 0.000E+00" 4.164E+00 0.000E+00" 4.430E+00 0.000E+00" 3.079E+01 0.000E+00 9.060E+01 1.987E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 8.90E+01 H3 pCi/I PAGE 6 OF 10 &Duke O Energy.7 08-MAY-0001, 08-MAY-O009,08-MAY-O012 Report Generated: 5/13/2008 07:16:35 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION 05/05/08 16:50:00 to 05/05/08 16:50:00 Sample #: 28002764 ONS GEOPROBE WELL -GP-2 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 3.234E+00 O.OOOE+00 pCi/I C058 < 3.560E+00 O.OOOE+00 pCi/I FE59 < 6,467E+00 O.OOOE+00 pCi/I C060 < 4.402E+00 O.OOOE+O0 pCi/1 ZN65 < 9.874E+00 0.OOOE+00 pCi/I NB95 < 3.721E+00 0.OOOE+00 pCi/I ZR95 < 6.730E+00 0.OOOE+00 pCi/i 1131 < 5.514E+00 0.OOOE+00 pCi/I CS134 < 3.572E+00 O.OOOE+00 pCi/I CS137 < 3.823E+00 O.OOOE+00 pCi/I BALA140 < 5.691E+00 0.OOOE+00 pCi/I BE7 < 3.297E+01 0.000E+00 pCi/i K40 1.393E+02 2.631E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 2.810E+02 5.750E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002765 ONS GEOPROBE WELL -GP-3 05/06/08 11:30:00 to 05/06/08 11:30:00 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.525E+00 O.OOOE+00" 3.982E+00 O.OOOE+00" 8.597E+00 0.OOOE+00" 5.436E+00 O.OOOE+00" 9.892E+00 O.OOOE+00" 4.755E+00 O.OOOE+00" 9.242E+00 0.OOOE+00< 6.331E+00 0.OOOE+00" 4.118E+00 0.OOOE+00< 4.953E+00 0.OOOE+00< 6.876E+00 O.OOOE+00< 4.233E+01 O.OOOE+00 4.405E+02 3.915E+01 pCi/I PCi/I pci/1 pCi/I Pci/I pci/I pci/I pCi/I pCi/I pci/I p01/I pCi/I PAGE 7 OF 10 PDuke oEnergy.08-MAY-O001, 08-MAY-0009, 08-MAY-0012 Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002765 LOCATION: NA TYPE: H31NVESTIGATION 05/06/08 11:30:00 to 05/06/08 11:30:00 ONS GEOPROBE WELL -GP-3 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 1.270E+03 7.080E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002766 ONS GEOPROBE WELL -GP-4 05/05/08 13:40:00 to 05/05/08 13:40:00 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error" 3.975E+00 0.OOOE+00" 4.790E+00 0.OOOE+00" 1.047E+01 0.OOOE+00" 5.859E+00 0.OOOE+00" 9.667E+00 0.OOOE+00" 4.892E+00 0.OOOE+00" 8.153E+00 0.OOOE+00" 6.889E+00 0.OOOE+00" 4.985E+00 O.OOOE+00" 4.182E+00 0.OOOE+00" 6.317E+00 0.OOOE+00" 4.582E+01 0.OOOE+00 2.341E+02 3.219E+01 pCi/I pCi/I pCi/I p0 i/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 1.41E+02 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002767 ONS GEOPROBE WELL -GP-5 05/06/08 15:10:00 to 05/06/08 15:10:00 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 Activity -Error< 4.914E+00 0.OOOE+00" 4.783E+00 0.OOOE+00" 8.962E+00 0.OOOE+00" 4.519E+00 O.OOOE+00 pCi/I pCi/I pCi/I pCi/I PAGE 8 OF 10 PDuke EEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 I Report Generated: 5/13/2008 07:16:35 I Sample #: 28002767 ONS GEOPROBE WELL -GP-5 05/06/08 15:10:00 to 05/06/08 15:10:00 GAMMAGW GAMMA GROUND WATER ANALYSIS ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 9.709E+00 0.OOOE+00 pCi/I< 4.536E+00 O.000E+00 pCi/I< 6.849E+00 0.000E+00 pCi/I< 6.368E+00 0.OOOE+00 pCi/I< 5.511E+00 0.000E+00 pCi/I< 4.156E+00 0.OOOE+00 pCi/I< 5.254E+00 O.000E+00 pCi/I" 4.185E+01 O.000E+00 pCi/I 2.650E+02 3.673E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 1.300E+03 7.120E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28002768 ONS GEOPROBE WELL -GP-7 05/06/08 16:35:00 to 05/06/08 16:35:00 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error" 3.434E+00 0.000E+00 pCi/I< 4.416E+00 0.000E+00 pCi/I< 8.795E+00 0.OOOE+00 pCi/I< 4.359E+00 0.OOOE+00 pCi/I" B.831E+00 0.OOOE+00 pCi/I< 6.130E+00 0.OOOE+00 pCi/I< 7.674E+00 0.000E+00 pCi/I< 6.497E+00 0.OOOE+00 pCi/I< 4.580E+00 0.OOOE+00 pCi/I< 4.630E+00 0.000E+00 pCi/I" 7.229E+00 0.OOOE+00 pCi/I< 4.074E+01 0.OOOE+00 pCi/I 7.843E+01 3.081E+01 pCi/I PAGE 9 OF 10 Duke 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 oe yReport Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002768 LOCATION: NA TYPE: H31NVESTIGATION 05/06/08 16:35:00 to 05/06/08 16:35:00 ONS GEOPROBE WELL -GP-7 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error H3 8.940E+03 1.370E+02 pCi/I PAGE 10 OF 10 APPNDIX I PDuke EEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Radiological Data for Job: 08-MA Y-0056 Report Generated: 6/3/2008 06:09:03 Sample #: 28003148 05/21/08 13:38:00 to 05/21/08 13:38:00 ONS GROUND WATER PROJECT -CA TCH BASIN -CB 130 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.599E+00 Q.000E+00< 3.601E+00 0.000E+00* 6.941E+00 0.000E+00< 4.741E+00 0.OOOE+00< 7.613E+00 0.OOOE+00< 3.835E+00 0.000E+00< 5.090E+00 0.000E+00< 4.541E+00 0.000E+00< 3.748E+00 0.000E+00< 3.593E+00 0.000E+00< 3.361E+00 0.000E+00< 3.198E+01 0.000E+00< 6.386E+01 0.000E+00 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 1.53E+02 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003149 05/21/08 14:35:00 to 05/21/08 14:35:00 ONS GROUND WATER PROJECT- CATCH BASIN -CB 131 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 CO60 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 3.338E+00 0.000E+00< 2.652E+00 0.000E+00< 5.656E+00 0,000E+00< 2.851E+00 0,000E+00" 6.664E+00 0.OOOE+00< 3.385E+00 0.000E+00< 5.528E+00 0.000E+00< 3.284E+00 0.000E+00< 2.732E+00 0.000E+00" 3.377E+00 0.000E+00" 3.024E+00 0.000E+00< 2.347E+01 0.000E+00 1.156E+02 1.645E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PAGE 1 OF 2 PDuke dEnergy.Radiological Data for Job: 08-MA Y-0056 1 Report Generated: 6/3/2008 06:09:03 STATION: OCONEE Sample #: 28003149 LOCATION: NA TYPE: H3INVESTIGATION 05/21/08 14:35:00 to 05/21/08 14:35:00 ONS GROUND WATER PROJECT- CATCH BASIN -CB 131 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error H3 < -4.02E+01 pCi/I PAGE 2 OF 2 PDuke oEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION I Radiological Data for Job: 08-MA Y-0062 j Report Generated: 6/3/2008 06:17:12 Sample #: 28003181 05/22/08 10:36:00 to 05/22/08 10:36:00 GAMMAGW GAMMA GRO ONS GROUND WATER PROJECT I CATCH BASIN -CB 135 LUND WATER ANALYSIS Activity -Error MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40" 5.166E+00" 5.487E4-00" 1.078E+01" 4.411 E+00" 9.348E+00" 5.750E+400" 8.973E+'00" 8.771E+400 "~ 4.729E+00" 4.642E+400" 6.683E4-00" 5.088E+01 2.727E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+-00 0.000E-400 0.000E-400 0.000E4-00 0.000E4-00 0.000E+00 0.000E-400 0.000E4-00 3.191E4-01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 4.43E+01 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003182 05/22/08 10:46:00 to 05/22/08 10:46:00 ONS GROUND WATER PROJECT I CATCH BASIN -CB 146 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.934E+00 0.OOOE+00< 5.058E+00 0.OOOE+00< 1.060E+01 0.OOOE+00< 5.511E+00 0.OOOE+00< 9.250E+00 0.000E+00" 4.274E+00 0.000E+00< 8.437E+00 0.OOOE+00< 6.525E+00 0.OOOE+00" 4.442E+00 0.OOOE+00" 5.194E+00 0.000E+00< 8.450E+00 0.OOOE+00< 2.817E+01 0.OOOE+00< 6.395E+01 0.OOOE+00 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PAGE 1 OF 2 PDuke VEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Radiological Data for Job: 08-MA Y-0062----I Report Generated: 6/3/2008 06:17:12 Sample #: 28003182 05/22/08 10:46:00 to 05/22/08 10:46:00 ONS GROUND WATER PROJECT I CATCH BASIN -CB 146 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 8.910E+02 6.200E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H3INVESTIGATION Sample #: 28003183 05/22/08 11:00:00 to GAMMAGW MN54 CO58 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA1 BE7 K40 05/22/08 11:00:00 ONS GROUND WATER PROJECT I CATCH BASIN -CB 147 GAMMA GROUND WATER ANALYSIS Activity -Error< 3.021E+00 0.OOOE-00 pCi/I< 3.011E+00 O.OOOE+00 pCi/I< 6.754E+00 O.OOOE+00 pCi/I< 3.797E+00 0.OOOE+00 pCi/I< 8.094E+00 0.000E+00 pCi/I< 3.421E+00 0.OOOE+00 pCi/I< 5.750E+00 O.OOOE+00 pCi/I< 5.163E+00 O.OOOE+00 pCi/I< 3.524E+00 O.OOOE+00 pCi/I< 3.266E+00 O.OOOE+00 pCi/I 40 < 4.100E+00 0.OOOE+00 pCi/I< 2.872E+01 0.OOOE+00 pCi/I 8.115E+01 1.686E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 1.280E+03 6.850E+01 pCi/I H3 PAGE 2 OF 2 PDuke dEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION 7 Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 Sample #: 28003150 05/21/08 08:40:00 to 05/21/08 08:40:00 GAMMAGW GAMMA GRC ONS GROUND WATER PROJECT -GEOPROBE -GP-1)UND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS 137 BALA140 BE7 K40 Activity -Error< 3.460E+00 O.OOOE+00" 3,371E+00 0.000E+00< 7.629E+00 0.OOOE+00< 3.803E+00 0.OOOE+00< 7.774E+00 0.OOOE+00< 5.330E+00 O.OOOE+00" 6.541E+00 O.OOOE+00< 4.834E+00 0.OOOE+00< 3.727E+00 0.OOOE+00< 3.798E+00 O.OOOE+00< 4.008E+00 0.OOOE+00< 3.273E+O1 0.OOOE+00 5.251E+01 2.990E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 1.26E+02 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003151 05/21/08 09:30:00 to 05/21/08 09:30:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-2 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 3.685E+00 0.OOOE+00< 3.693E+00 O.OOOE+00< 7.120E+00 0.OOOE+00< 4.307E+00 0.OOOE+00< 9.113E+00 O.OOOE+00< 4.299E+00 0.000E+00< 6.822E+00 O.OOOE+00< 4.537E+00 0.OOOE+00< 3.717E+00 0.OOOE+00< 3.447E+00 0.000E+00< 5.526E+00 0.000E+00< 3.179E+01 0.OOOE+00 8.902E+01 2.706E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PAGE 1 OF 8 %Duke O Energy.-Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003151 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 09:30:00 to 05/21/08 09:30:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-2 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 3.160E+02 5.890E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003152 05121108 10:30:00 to 05/21/08 10:30:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-3 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 3.517E+00 0.OOOE+00 pCi/I C058 < 3.433E+00 0.OOOE+00 pCi/I FE59 < 6.679E+00 O.OOOE+00 pCi/I C060 < 3.960E+00 0.OOOE+00 pCi/I ZN65 < 8.693E+00 0.OOOE+00 pCi/I NB95 < 3.741E+00 0.OOOE+00 pCi/I ZR95 < 6.259E+00 0.OOOE+00 pCi/I 1131 < 3.760E+00 0.OOOE+00 pCi/I CS134 < 3.350E+00 0.OOOE+00 pCi/I CS137 < 2.897E+00 0.OOOE+00 pCi/I BALA140 < 4.299E+00 0.OOOE+00 pCi/I BE7 < 2.685E+01 0.OOOE+00 pCi/I K40 3.744E+01 1.848E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 1.310E+03 7.310E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003153 05/21/08 10:59:00 to 05/21/08 10:59:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-4 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 Activity -Error" 3.668E+00 0,000E+00" 4.189E+00 0,000E+00< 9.301E+00 0.OOOE+00< 4.275E+00 0.000E+00 pCi/I pCi/I pCi/I pCi/I PAGE 2 OF 8 PDuke oEnergyu Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003153 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 10:59:00 to 05/21/08 10:59:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-4 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error ZN65 < 8.751E+00 0.OOOE+00 pCi/I NB95 < 4.069E+00 0.OOOE+00 pCi/I ZR95 < 5.662E+00 0.OOOE+00 pCi/I 1131 < 4.348E+00 0.OOOE+00 pCi/I CS134 < 3.911E+00 0.00.E+O0 pCi/I CS137 < 3.659E+00 0.OOOE+00 pCi/I BALA140 < 5.581E+00 0.OOOE+00 pCi/I BE7 < 2.798E+01 0.OOOE+00 pCi/i K40 < 6.943E+01 0.OOOE+00 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 1.770E+02 5.650E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003154 05/21/08 11:35:00 to 05/21/08 11:35:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-5 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error" 3.925E+00 .OE0" 3.697E+00 0.OOOEi-00" 6.682E+00 0.OOOE-400" 4.157E4-00 0.OOOE+00" 7.800E+00 .OE0" 4.927E+00 0.OOOE-'00" 6.594E+00 .OE0" 4.866E+00 0.OOOE+00" 3.817E+00 0.000E+400" 3.670E+00 0.OOOE+00" 5.304E+00 0.OOOE+00" 3.437E+01 0.OOOE+00" 6.660E+01 0.OOOE+00 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 1.910E+03 8.060E+01 H3 pCi/I PAGE 3 OF 8 Duke ,Energy.Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003155 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 13:23:00 to 05/21/08 13:23:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-6 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 5.043E+00 O.OOOE+00< 4.812E+00 O.OOOE+00< 9.594E+00 O.OOOE+00" 4.984E+00 O.OOOE+00< 9.747E+00 O.OOOE+00< 5.333E+00 O.OOOE+00< 8.134E+00 O.OOOE+00< 6.453E+00 O.OOOE+00< 4.647E+00 O.OOOE+00< 4.724E+00 O.OOOE+00< 6.757E+00 O.OOOE+00" 4.051E+01 O.OOOE+00 2.454E+02 3.614E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 9.090E+02 6.740E+01 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003156 05/21/08 14:00:00 to 05/21/08 14:00:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-7 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.237E+00 O.OOOE+00< 4.681E+00 O.OOOE+00< 9.072E+00 O.OOOE+00< 5.629E+00 O.000EO00< 9.588E+00 0.000E÷00< 5.959E+00 O.OOOE+00" 8.677E+00 0.000E+00< 6.021E+00 O.OOOE+00< 4.242E+00 O.OOOE+00< 4.879E+00 O.000E+00< 5.868E+00 O.OOOE+00< 4.286E+01 O.OOOE+00 1.666E+02 2.897E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PAGE 4 OF 8 PDuke oEnergy.Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003156 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 14:00:00 to 05/21/08 14:00:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-7 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 9.390E+03 1.390E+02 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003157 05/21/08 14:26:00 to 05/21/08 14:26:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-8 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 4.473E+00 O.OOOE+00 pCi/I C058 < 4.699E+00 O.OOOE+00 pCi/I FE59 < 9.500E+00 O.OOOE+0O pCi/I C060 < 5.571E+00 O.OOOE+00 pCi/I ZN65 < 9.511 E+00 0.000E+60 pCi/I NB95 < 4.428E+00 O.OOOE+00 pCi/I ZR95 < 7.669E+00 O.OOOE+00 pCi/I 1131 < 4.908E+00 O.OOOE+00 pCi/I CS134 < 3.804E+00 O.OOOE+00 pCi/I CS137 < 4.086E+00 O.OOOE+00 pCi/I BALA140 < 6.739E+00 O.OOOE+00 pCi/I BE7 < 3.446E+01 O.OOOE+00 pCi/I K40 9.176E+01 1.900E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 8.700E+03 1.360E+02 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003158 05/21/08 15:10:00 to 05/21/08 15:10:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-9 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 Activity -Error"< 4.920E+00 O.OOOEE00< 4.761E+00 O.OOOE+00< 1.084E+01 O.OOOE+00" 4.855E+00 O.OOOE+OO pCi/I pCi/I pCi/I pCi/I PAGE 5 OF 8 P Duke oEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 Sample #: 28003158 05/21/08 15:10:00 to 05/21/08 15:10:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-9 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error ZN65 < 9.978E+00 0.OOOE+00 pCi/I NB95 < 6.419E+00 0.000E+00 pCi/I ZR95 < 7.923E+00 0.OOOE+00 pCi/I 1131 < 5.811E+00 0.000E+00 pCi/I CS134 < 4.891E+00 0.000E+00 pCi/I CS137 < 4.874E+00 0.OOOE+00 pCi/I BALA140 < 6.484E+00 0.OOOE+00 pCi/I BE7 < 4.159E+01 0.OOOE+00 pCi/I K40 1.454E+02 2.834E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 1.090E+04 1.490E+02 pCi/I H3 STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003159 05/21/08 15:38:00 GAMMAGW to 05/21/08 15:38:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-1O GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 3.207E+00 0.OOOE+00 pCi/I C058 < 3.603E+00 0.OOOE+00 pCi/I FE59 < 8.388E+00 0.OOOE+00 pCi/I C060 < 3.992E+00 0.000E+00 pCi/I ZN65 < 8.734E+00 0.OOOE+00 pCi/I NB95 < 5.243E+00 0.000E+00 pCi/I ZR95 < 5.862E+00 0.OOOE+00 pCi/I 1131 < 6.021E+00 0.000E+00 pCi/I CS134 < 3.5202+00 0.OOOE+00 pCi/I CS137 < 4.093E+00 0.000E+00 pCi/I BALA140 < 6.4862+00 0.000E+00 pCi/I BE7 < 3.296E+01 0.000E+00 pCi/I K40 1.9322+02 2.674E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 1.400E+04 1.670E+02 H3 pCi/I PAGE 6 OF 8 PDuke O Energy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51:25 Sample #: 28003160 05/21/08 16:00:00 to 05/21/08 16:00:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-11 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 CO60 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 3.752E+00 0.OOOE+00< 3.762E+00 0.OOOE+00< 7.397E+00 0.OOOE+00< 4.324E+00 0.OOOE+00< 8.663E+00 O.OOOE+00< 4.052E+00 O.OOOE+00< 6.300E+00 0.OOOE+00< 4.449E+00 0.OOOE+00< 3.401E+00 0.OOOE+00" 3.232E+00 0.OOOE+00< 4.356E+00 0.OOOE+00< 2.808E+01 0.OOOE+00 1.247E+02 1.862E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 2.92E+01 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003161 05/21/08 16:23:00 to 05/21/08 16:23:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-12 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 CO58 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity-Error< 4.231E+00 0.OOOE+00< 4.680E+00 0.000E+00< 8.140E+00 O.OOOE+00* 4.728E+00 O.OOOE+00< 9.252E+00 O.OOOE+00< 4.987E+00 O.OOOE+00* 7.446E+00 0.OOOE+00< 5.685E+00 0.OOOE+00< 3.781E+00 0.OOOE+00* 4.201E+00 O.OOOE+00< 6.184E+00 0.OOOE+00< 3.771E+01 O.OOOE+00 6.603E+01 2.033E+01 pCi/I pCill pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I.pCi/I pCi/I pCi/I PAGE 7 OF 8 Duke Radiological Data for Job: 08-MA Y-0057.Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003161 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 16:23:00 to 05/21/08 16:23:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-12 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error H3 < -2.95E+01 pCi/I PAGE 8 OF 8 PDuke oEnergy.STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION VI Radiological Data for Job: 08-MA Y-0063 1 Report Generated: 6/3/2008 08:29:54 Sample #: 28003184 05/22/08 08:10:00 GAMMAGW to 05/22/08 08:10:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-15 GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 4.060E+00 0.OOOE+00 pCi/I C058 < 3.710E+00 0.000E+00 pCi/I FE59 < 8.646E+00 0.OOOE+00 pCi/I C060 < 5.139E+00 0.OOOE+00 pCi/I ZN65 < 9.477E+00 0.OOOE+00 pCi/I NB95 < 4.833E+00 O.OOOE+00 pCi/I ZR95 < 5.698E+00 0.OOOE+00 pCi/I 1131 < 5.572E+00 O.OOOE+00 pCi/I CS134 < 3.412E+00 0.000E+00 pCi/I CS137 < 2.791E+00 0.000E+00 pCi/I BALA140 < 7.033E+00 0.000E+00 pCi/I BE7 < 2.821E+01 0.000E+00 pCi/I K40 4.216E+01 2.384E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error< 8.76E+01 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003185 05/22/08 08:55:00 to 05/22/08 08:55:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-14 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error< 4.441E+00 0.000E+00< 4.251E+00 0.000E+00" 8.486E+00 0.000E+00" 4.906E+00 0.000E+00" 9.836E+00 0.OOOE+00" 5.852E+00 0.OOOE+00" 6.322E+00 0.000E+00" 6.810E+00 0.000E+00" 3.931E+00 0.000E+00" 4.339E+00 0.000E+00" 4.617E+00 0.000E+00" 3.687E+01 0.OOOE+00 1.318E+02 3.346E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I PAGE 1 OF 5 PDuke EEnergy.Radiological Data for Job: 08-MA Y-0063 Report Generated: 6/3/2008 08:29:54 STATION: OCONEE Sample #: 28003185 LOCATION: NA TYPE: H31NVESTIGATION 05/22/08 08:55:00 to 05/22/08 08:55:00 ONS GROUND WATER PROJECT -GEOPROBE -GP-14 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 4.85E+01 H3 pCi/I STATION: OCONEE LOCATION: NA TYPE: H31NVESTIGATION Sample #: 28003186 05/22/08 10:23:00 to 05/22/08 10:23:00 ONS GROUND WATER PROJECT- GEOPROBE -GP-13 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 5.907E+00 0.OOOE+00 pCi/I C058 < 5.820E+00 0.OOOE+00 pCi/I FE59 < 8.306E+00 0.OOOE+00 pCi/I C060 < 5.629E+00 0.OOOE+00 pCi/I ZN65 < 9.353E+00 0.000E+00 pCi/I NB95 < 6.132E+00 0.OOOE+00 pCi/I ZR95 < 8.821E+00 0,000E+00 pCi/I 1131 < 8.784E+00 0.OOOE+00 pCi/I CS134 < 5.722E+00 0.OOOE+00 pCi/I CS137 < 5.724E+00 0.OOOE+00 pCi/I BALA140 < 7.986E+00 0.000E+00 pCi/I BE7 < 4.399E+01 O.000E+00 pCi/I K40 7.312E+01 3.656E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error< 2.69E+01 H3 pCi/I STATION: OCONEE LOCATION: GM-7 TYPE: GROUND WATER Sample #: 28003394 05/22/08 13:10:00 to 05/22/08 13:10:00 ONS GROUND WATER PROJECT- GM-7 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 Activity -Error< 3.913E+00 0.OOOE+00< 3.471E+00 0.OOOE+00< 7.036E+00 0.OOOE+00< 5.696E+00 0.OOOE+00 pCi/I pCi/I pCi/I pCi/I PAGE 2 OF 5 PDuke oEnergy.Radiological Data for Job: 08-MA Y-0063 Report Generated: 6/3/2008 08:29:54 STATION: OCONEE Sample #: 28003394 LOCATION: GM-7 TYPE: GROUND WATER 05/22/08 13:10:00 to 05/22/08 13:10:00 ONS GROUND WATER PROJECT- GM-7 GAMMAGW GAMMA GROUND WATER ANALYSIS ZN65 NB95 ZR95 1131 CS134 CS 137 BALA140 BE7 K40 Activity -Error< 9.653E+00 O.OOOE+00< 5.151E+00 O.OOOE+00< 7.259E+00 O.OOOE+00< 6.278E+00 O.OOOE+00< 3.907E+00 O.OOOE+00< 4.222E+00 O.OOOE+00" 6.809E+00 0.000E+00" 3.728E+01 0.000E+00 1.726E+01 1.541E+01 pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error 1.060E+04 1.440E+02 pCi/I H3 STATION: OCONEE LOCATION: GM-7R TYPE: GROUND WATER Sample #: 28003395 05/22/08 13:40:00 to 05/22/08 13:40:00 ONS GROUND WATER PROJECT- GM-7R GAMMAGW GAMMA GROUND WATER ANALYSIS Activity -Error MN54 < 4.911E+00 0.000E+00 pCi/I C058 < 4.839E+00 O.OOOE+00 pCi/I FE59 < 7.397E+00 O.OOOE+00 pCi/I CO60 < 5.189E+00 O.OOOE+00 pCi/I ZN65 < 9.096E+00 0.000E+00 pCi/I NB95 < 6.049E+00 O.OOOE+00 pCi/I ZR95 < 8.145E+00 0.OOOE+00 pCi/I 1131 < 8.216E+00 O.OOOE+00 pCi/I CS134 < 4.852E+00 O.OOOE+00 pCi/I CS137 < 4.156E+00 O.OOOE+00 pCi/I BALA140 < 8.282E+00 O.OOOE+00 pCi/I BE7 < 4.379E+01 O.OOOE+00 pCi/I K40 1.995E+02 3.833E+01 pCi/I TRITIUM ANALYSIS OF GROUND WATER H3GW Activity -Error 3.951E+03 9.680E+01 H3 pCi/I PAGE 3 OF 5 PDuke EEnergy.STATION: OCONEE LOCATION: GM-6 TYPE: GROUND WATER rI Radiological Data for Job: 08-MA Y-0063 Report Generated: 6/3/2008 08:29:54 Sample #: 28003396 05/22/08 14:14:00 to 05/22/08 14:14:00 ONS GROUND WATER PROJECT -GM-6 GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error 4.521 E+00 O.OOOE+00 4.470E+00 O.OOOE+00 pCi/I pCi/I< 7.302E+00 0.OOOE+00 pCi/I< 4.791E+00 0.OOOE+00 pCi/1" 8.828E+00 0.OOOE+00 pCi/I< 5.285E+00 0.OOOE+00 pCi/I" 7.393E+00 O.OOOE+00 pCi/I< 7.105E+00 0.OOOE+00 pCi/I< 3.844E+00 0.OOOE+00 pCi/I" 3.743E+00 0.OOOE+00 pCi/I 5.961E+00 3.587E+01 1.992E+02 0.000E+00 0.600E+00 2.996E+01 pCi/I pCi/I pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error< 6.78E+01 H3 pCi/I STATION: OCONEE LOCATION: GM-6R TYPE: GROUND WATER Sample #: 28003397 05/22/08 14:39:00 to 05/22/08 14:39:00 ONS GROUND WATER PROJECT- GM-6R GAMMAGW GAMMA GROUND WATER ANALYSIS MN54 C058 FE59 C060 ZN65 NB95 ZR95 1131 CS134 CS137 BALA140 BE7 K40 Activity -Error" 4.816E+00 0.000E+00< 4.768E+00 0.000E+00< 8.594E+00 0.OOOE+00< 4.699E+00 O.OOOE+00< 9.476E+00 O.0006+00 pCi/I pCi/I pCi/I pCi/I pCi/I< 6.535E+00 0.000E+00 pCi/I< 8.438E+00 0.000E+00 pCi/I 7.133E+00 4.584E+00 4.351E+00 6.993E+00 3.808E+01 0.000E+00 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 pCi/I pCi/I pCi/I pCi/I pCi/I<<1.408E+02 3.886E+01 pCi/I PAGE 4 OF 5 Duke --Radiological Dat SEnergy.. Report Generated: STATION: OCONEE LOCATION: GM-6R TYPE: GROUND WATER 05/22/08 14:39:00 to 05/22/08 14:39:00 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity -Error H3 < 1.71E+01 pCi/I-a for Job: 08-MA Y-0063-6/3/2008 08:29:54 Sample #: 28003397 ONS GROUND WATER PROJECT- GM-6R PAGE 5 OF 5 APPENDIX J Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-2R/GM-2DR GM-2R GM-2DR Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =795.84 27.231 795.96 36:63 75933 7-Jan-08 770.82 768.61 767.22 765.82 Groundwater Elevation =Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =746.20 743.70 741.20 WATER LEVEL DELTA =SCREEN DELTA =9.28 FT.23.52 FT.VERTICAL GRADIENT = 0.3946 FTJFT.I DOWNWARD [ Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-3R/GM-3bR GM-3R GM-3DR Top of Casing Elevation = 795.83 Water Level Measurement = 25.69 795.89 25.29 770.60 30-Jan-08 Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =772.04 770.14 766.09!I Bottom of Screen Elevation = 762.04 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =740.89 738.39 735.89 Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =-0.46 FT.27.70 FT.I VERTICAL GRADIENT = -0.0166 FTJFT. I IZ U D Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-5/GM-5R GM-5 GM-5R Top of Casing Elevation = 795.79 795.57 Water Level Measurement = 33.70[] 41.26--]7-Jan-08 Top of Screen Elevation =Groundwater Elevation =lid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =Top of Screen Elevation =lid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =I VERTICAL GRADIENT =768!30 762.09 757.70 753.30 754.61 703.09f 700.59 698.09f 7.48 FT.57.10 FT.0.13099 FT./FT.DOWNWARD l I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-6/GM-6R GM-6 GM-6R Top of Casing Elevation = 745.46 745.16 Water Level Measurement = 17.26 16.49 Top of Screen Elevation = 734.27 Groundwater Elevation = 728.20 728.67 Mid-Point of Saturated Screen Elevation = 723.74 Bottom of Screen Elevation = 719.271 8-Jan-08 m Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA I VERTICAL GRADIENT 700.(695.050-0.47 FT.26.19 FT.-0.0179 FTJFT j UPWARD I1 Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-7/GM-7R GM-7 Top of Casing Elevation = 736.21 Water Level Measurement = 8.1 0r7!Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =728.44 728.11 720.78 713.44, GM-7R 736.16 8.58 727.58 676.47 671.47 666.47 8-Jan-08 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =0.53 49.31 0.0107 FT.FT.FT./FT.I VERTICAL GRADIENT =-I IDOWNWARD~ Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-8/GM-8R GM-8 777.73 35.13F7-i Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =GM-SR 777.99 35.04 742.95 7-Jan-08 749.88 742.60 738.74 734.88 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =714.57 709.57 704.57 WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =-0.35 29.17-0.0120 I FT.FT.FT.AFT.lARD I IIIIPW! Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-9/GM-9RZ GM-9 780.36 Top of Casing Elevation =Water Level Measurement =33.60 Top of Screen Elevation = 752.60 Groundwater Elevation =Mid-Point of Saturated Screen Elevation =746.76 742.18 GM-9R 780.19 30.57 749.62 711.72 709.22 706.72 7-Jan-08 Bottom of Screen Elevation = 737.60 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =-2.86 32.96-0.0868 FT.FT.FT./FT.I-I I I UPWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-10/GM-10R GM-10 GM-10R Top of Casing Elevation =Water Level Measurement =Groundwater Elevation =Top of Screen Elevation =737.89 8.20 729.69 721.47 Mid-Point of Saturated Screen Elevation = 713.97 Bottom of Screen Elevation = 706.47 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA = 1.55 737.91 9.77 728.14 652.29 649.79 647.29 8-Jan-08 FT.SCREEN DELTA =64.18 FT.VERTICAL GRADIENT = 0.0242 FTJFT.I DOWNWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM- 1/GM-11R" GM-11 Top of Casing Elevation = 723.31 Water Level Measurement = 32.91 -1 Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =691.87 690.40 686.135 GM-11R 723.48 31.72 691.76 658.99 656.49 653.99 9-Jan-08 Bottom of Screen. Elevation = 681.87 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =-1.36 29.65 FT.FT.FT./FT.-0.0459 I I UPWARD Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-12/GM-12R GM-12 GM-12R Top of Casing Elevation = 698.02 698.18 Water Level Measurement = 10.48[] 10.0 2-]8-Jan-08 Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =690.09 687.54 681.32 688;16 Bottom of Screen Elevation = 675.09 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =658.221 655.72 653.22-0.62 FT.25.60 FT.-0.0242 FT./FT.UPWARD I I Oconee Nuclear Station Groundwater Protection Project Seneca. South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-13/GM-13R GM-13 GM-13R Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =739.10 39.94 705.45 699.16 Mid-Point of Saturated Screen Elevation = 694.81 Bottom of Screen Elevation = 690.45 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation -Bottom of Screen Elevation =739.18 36.46 702.72 678.18 673.18 668.18 8-Jan-08 WATER LEVEL DELTA =SCREEN DELTA =-3.56 FT.21.63 FT.I VERTICAL GRADIENT = -0.1646 FT.IFT.I UPWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM- 14/GM-14R GM-14 Top of Casing Elevation = 722.62 Water Level Measurement = 21.651]Top of Screen Elevation =Groundwater Elevation =706.13 700.97 GM-14R 722.59 2.05 720.54 662.13 657.13 652.13 8-Jan-08 Mid-Point of Saturated Screen Elevation = 696.05 Bottom of Screen Elevation = 691.13 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =-19.57 38.92 FT.FT.VERTICAL GRADIENT = -0.5028 FT.FT..UPWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-2R/GM-2DR GM-2R 795.84 27.38F7-GM-2DR 795.96 Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =36.73 7-Apr-08 770.82 768.46 767.14 765.82 Groundwater Elevation =759.23 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =746.20 743.70 741.20 WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =9.23 FT.23.44 FT.0.3938 FT./FT.I ,1 1 DOWw ARD I Oconee Nuclear Station Groundwater Protection Project Seneca. South Carolina S&ME JTob No: 1264-07-234 Vertical Gradient Calculation for GM-3R1/GM-3bR GM-3R GM-3DR Top of Casing Elevation = 795.83 Water Level Measurement = 25.581 795.89.25.34 770.55.7-Apr-08 Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =772.04 770.25 766.15 I Bottom of Screen Elevation = 762.04 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =740.89 738.39 735.89 Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =-0.30 FT.27.76 FT.VERTICAL GRADIENT = -0.0108 FTIFT.IZ UWADI Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-5/GM-5R Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =lid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =GM-5 795.79 34.02 768.30 761.77 757.54 753.301 GM-5R 795.87 41.51 754.36 703.09 700.59 698.09 7-Apr-08 Top of Screen Elevation =lid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =I VERTICAL GRADIENT =7.41 FT.56.94 FT.0.13013 FTJFT.DOWNWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-6/GM- 6R GM-6 GM-6R Top of Casing Elevation = 745.46 745.16 Water Level Measurement = 17.07 16.30 8-Apr-08 Top of Screen Elevation = 734.27 Groundwater Elevation = 728.39 728.86 Mid-Point of Saturated Screen Elevation = 723:83 Bottom of Screen Elevation = 719.27 Top of Screen Elevation = 700.05 Mid-Point of Saturated Screen Elevation = 697.55 Bottom of Screen Elevation = 695.05 WATER LEVEL DELTA -0.47 FT.SCREEN DELTA 26.28 FT.VERTICAL GRADIENT = -0.0179 FT./Fr.Z UPWARD Oconee Nuclear Station Groundwater Protection Project Seneca. South Carolina SUME Job No: 1264-07-234 Vertical Gradient Calculation for GM-7/GM-7R GM-7 Top of Casing Elevation = 736.21 Water Level Measurement = 7.77 I GM-7R 736.16 8.46 727.70 676.47 671.47 666.47 8-Apr-08 Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =728.41 728.44 720.94 713.44 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation

WATER LEVEL DELTA =SCREEN DELTA =0.74 49.47 FT.FT.VERTICAL GRADIENT

0.0150 FTJFT.I DOWNWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-8/GM-811 Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =GM-8 GM-.73 777.99..86 34.68 8R 7-Apr-08 743.31 714.57 709.57 704.57-0.44 29.30 FT.FT.VERTICAL GRADIENT = -0.0150 FT./FT.I UPWARD Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-9/GM-9R GM-9 780.36 Top of Casing Elevation =Water Level Measurement =33.27 Top of Screen Elevation = 752.60 Groundwater Elevation =Mid-Point of Saturated Screen Elevation =747.09 742.35 GM-9R 780.19 31.59 748.60 711;72 709.22 706.74 7-Apr-08 Bottom of Screen Elevation = 737.60 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =-1.51 33.13-0.0456 FT.FT.Ft./FT.1 I I I UPWARD I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-10/GM-101R GM-10 Top of Casing Elevation = 737.89 Water Level Measurement = 7.72 Groundwater Elevation 730.17 Top of Screen Elevation = 721.47 Mid-Point of Saturated Screen Elevation = 713.97 Bottom of Screen Elevation = 706.47 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =GM-i0R 737.91 9.40 728.51'652.29 649.79 647.29 8-Apr-08 WATER LEVEL DELTA =SCREEN DELTA =1.66 64.18 FT.FT.VERTICAL GRADIENT o0.0259 FT./T.I DOWNWARD Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-11/GM-11 R GM-11 Top of Casing Elevation = 723.31 Water Level Measurement = 32.68r GM-11 R 723.48 31.48F-f , 8-Apr-08 Top of Screen Elevation =Groundwater Elevation =691.87 690.63 Mid-Point of Saturated Screen Elevation = 686.25 Bottom of Screen Elevation = 681.87 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =692.00 658.99 656.49 WATER LEVEL DELTA =SCREEN DELTA=-1.37 29.76 FT.FT.It VERTICAL GRADIENT =-0.0460 FTmFT.I UPWARD Oconee Nuclear Station Groundwater Protection Project Seneca. South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-12/GM-12R Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =Mid-Point of Saturated Screen Elevation =GM-12 698.02 10.18 690.09 687.84 681.47 I I GM-12R 698.18 9.77 688.41 658.22 655:72 653.22 8-Apr-08 Bottom of Screen Elevation = 675.09 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =-0.57 25.75 FT.FT.I VERTICAL GRADIENT =-0.0221 FTJFT.UPWARD 1 I I Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM- 13/GM- 13R GM-13 Top of Casing Elevation = 739.10 Water Level Measurement = 39.48r1 Top of Screen Elevation =Groundwater Elevation =705.45 699.62 GM-13R 739.18 36.15 703.03 678.18 673.18 668.18 8-Apr-08 Mid-Point of Saturated Screen Elevation = 695.04 Bottom of Screen Elevation = 690.45 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =-3.41 21.86 FT.FT.FT.IFT.-0.1560 1 I]I UPWARD Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-14/GM-14R Top of Casing Elevation =Water Level Measurement =Top of Screen Elevation =Groundwater Elevation =GM-14 722.62 20.80 706.13 701.82 Mid-Point of Saturated Screen Elevation = 696.48 Bottom of Screen Elevation = 691,.13 Top of Screen Elevation =Mid-Point of Saturated Screen Elevation =Bottom of Screen Elevation =17 GM-14R 722.59 1.18 721.41 662.13 657.13 652.13 8-Apr-08 WATER LEVEL DELTA =SCREEN DELTA =VERTICAL GRADIENT =-19.59 FT.39.35 FT.-0.4979 FT.IFT.I I I I UPWARD I E N D I X loo io, Ll FORM M-27A REVISION 2 2:5630 (5-23-80)I' FORM Mr27A I REVISION 2'I PAGE I' OF /DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT SOIL TEST BORING FIELD REPORT STARTING TIMEý____________ JOB.NO. I r GROUND ELEV. ;/11 JOB NAME n"' < MHRS. HRS.MOVING' 5.DATE ' .;-, ,4 ,'INSPERT'R ( , I .7/'J- LBOR;ING NO. -SAMPLING,-SCAL______ STV6 2IAD6" 3RDF ' 0-ell --.) ~. I) 5 7/0 LE-u I ' SOIL CLASSIFICATION AND REMARKS U D A,/ , , .. ..X ... .V .. ., .. ..t ..~~~~~~ -c J,,q / ;L.II W ,77 zn-a__7f L _____01-~1 0: BODRINGTERMINATED A METHOD OF ADVANCING BORING, DEPTH BORING.REFUSAL .POWER:AUGER TO WATER', TOR DEPTH .-, HAND CHOP:. TO WATER,__24__HR:_______ POE A/,UGER WATER 24 HR: *EPTH '""" R..OTARY DRILL: W.tMUD:W..ATER 'O 7, : WATER LOSSES " j DIAO c6RE -.. "TO ;CA SING tSIZE. :ii LENGTH ,/.p _,-. _...M g ....... I ..... ... 25630 (5-23-80)FORM M-27A REVISION ,2 P AGE-L.0oF /, ,! , DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT ,OCu C-(-.-SOIL TEST BORING FIELD REPORT STARTING TIME Al/A JOB NO,_ GROUND SURFACE ELEV. /X-JOB I 2V'\\!F AI. N. ' HRS. DRILLING A,, HRS. MOVING DATE~L~.~4.~ WEXTHER ýJAl.PI-A I NSPECTO R H ~J 01K 17ý BOOINGINIO.'% .... I SAMPLING.lq.T 6"" 1,%D V," WRD 6" SCALE UD SOIL CLASSIFICATION AND REMARKS)L3-z~_:L .... z --__--n -0'AA 01 00 wo I Bg. ; Inveg :r-tdJ-1 ..rl7 fl9s0C2 ,r~rr .....,ea a..-f~ a, r,...-.--, '.-. hi Ln D a at. Or. .. a. -r,*.---t iti I-... Ata~ Aatt ,Cfl~ S. .t-fflr.~a.4 Sr VC 1. C. IA.) ..ZIL...~ 'rfl S VV rPA I I-ir~r... 1S3~, , -, --,.............. 9P tF ~ I ~ T .... ' .- '.n .. ..1 , ., , , Z 00 , , , , , *, , , .. .. ._ -.. .*.. ....... ..:+-1 I 'ý'BORING TERMINATED f: -' .METHOD OF ADVANCING'BORING DEPTH BORING REFUSAl -, * ~POWER AUGER ,/ATO WATER TOB DEPTH-- HN ".E WATER 24 HR: DEPTH, /r. ). .HAND CHOP' W/MUD: W/WATER lifTO WATER LOSSES I 19) ROTARY DRILL: W/MUD: W/WATER .I 1 0TOIT7.cAsiNG SIZE jl" LENGTH .i... .DIAMOND CORE 1-7TO7 1-25630 (5-23-80)IFORM M!27A I REVISION Z FORM M-27A REVISION 2 DUKE POWER COMPANY CONSTRUCTLON DEPARTMENT PROJECT_ CT&_SOIL TEST BORING FIELD REPORT AGE I _OýL..L I L STARTING TIME __ __ __-JOB N GROUND SURFACE ELEV. ,t/- .JOBNAME 0A;/; , /,'S A//AA' ',, HRS. DRILLING 4 _HRS. MOVING 3.'0 DATE WEATHER r /7'/tl, iNSPECTOR , ('2 /-'6 BORINO NO. SAMPLING 4:ý&o v LID SOIL;CIASIFICATION AND.REM RKS-IST6'. 2ND6" G3ROD6-,,It,¸-. , ---:C4:0' " ,o-'3A F 4.5,.. -- ,- -,,lCTP, L:'Z::2.. -,,_, -. -1~5-----35.~s.... .....i ---i u-----4--- ,ýý -t.. -_, I3 L..- L ..L4 ' /: .,-:.0 , ~ -.¢.1 .... / -- Z2__ 1.1 Zh4 vr -.z'-..... 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DRILLING HRS.MOVING DAIE 5-'Z--..8 -_L!-,WEATHER 0 / SPECTOR oORING-NO.L .LSAMPLING kCA ITST _!_I 2N.0 G"6," 3 .,6" t7'-/i/4, 7' ,':. i,::; ...).L)--7)i ,), LE UD-' ,;" -,4h" .... ."L -,.A'V ..4.-- .s .. ,"' " l A xi / '.4...'1 4J 1, 3.Z5 iI~j~§' ' c c'F 'D~....iA ..//A ~ rz\<SOIL CLASSIFICATION AND REMAR+"?, X 21/ol I , ," __ _.P ._: A/ 0. 20 00 zo-i__, -. e,.,> -'-'.*' ..--.... I -.. " ....<5 i1 ______7 -BORING TERMINATED. "77 9 METHOD OF ADVANCING BORING DEPTH BORING REFUSAL -.. ..1PO;!-iER .TO WATE24HR ~ ~W~M~D:.WGATE WATER TOB DEPTH HAD49GP: -TO WATER 24 HR: DEPTH. -:> ." WATER LOSSES 7 CASING SIZE LENGTH /0,z -DIAMOND CORE V&7' 25630 (5-23-80)I FORM M,27A I REVIS16N 2... .......... FORI M 2 IA REISI I ON.. 2 I I. pAGE Z. .OF. F-..DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT )oCoJ----.- SOIL TEST BORING FIELD REPORT STARTING TIME____________________ JOB NO,._____--GROUND ,SURFACE ELEVi" ..JOB NAMEACI--i,4; 5 i1- HR ,RS. DRIL NG HRS. MOVING DATE-S r WEATHER 7ZI1k#SPECTdR ~ ZU-eO0RING NO._--APIG AEU SOIL CLASSIFICATION AND REMARKSP/'" :j4 5 " ,_ .,-o/ ---.. ..... L-INC1 PE'A __l -CIL~4~~,4'A I -7 el 2 2--v N)14 z 0 C3.0----7-i5-LU z wo zo-IL--~-- ---+ -I-.. .---.. .. OIN BO N DEPT'H BORING TERMINATED `51 ' .METHOD OF, ADVANCING BORING DEPT BORING REFUSAL- ..... /;" POWER A,. ..R TO WATERTTOB DEPTH -,Afrft" ' AU DTWR"ER WATER 24 HR: DEPTH 8-4 ROTARY DRILL:-W#". .WP Vy TO WATER LOSSES " "- ' Z ,' O- ,-CASING S --LEN tTH /0, O'.o " ;? oi 25630 (5-23-80)I FORM M-27A I REVISION 2'PAGE t OF-..DUKE POWER COMPANY CONSTRUCTIQN DEPARTMENT PROJECT, I I I I II SOIL TEST BORING FIELD REPORT STARTING TIME ______ ....JOB6 No.___________ __ GROUND.SURfACE ELEV. Aj(.A JOB8NAME e.14 HRS. DRLU.,HRS. MOVING 7 DATE- -E SPE CTOR_-.R N 0ýý ' N6 : SAMPLING ISCA__ _ IS " _N __ r ,§ '" 2N' -!5'I,!2 ; .. , ..3---,15, __L E UD ISO IL CLASSIFIC47ION AND REMAR.{I ~~, ~ !-/ vi $3'0 jI' " .V. t~.....,.., , -.( .. -Z ..._ I : .i' <- r~d 17 1; A ..V--.... "a-I-t -1*- I00..... .._ __._ _ ' Z-TP7, t.7 'iZ~~A&)J qlvr1 j~S 1. r.) 45ý-c j'. iD pultA flva tj cý A/I/, A-- r I.n: i .$ ..'.*Ua -l, I ( ,) A/ .4, : se Z), C.,'p:,. O/a5' ".._____,..,_,.___._,_ ,.,___... ____ .. u-Flr$AV *J -a.__. ,. .... ,) ,p ./ ., '1 .../. / ."f*.-(....... ;AJ:f / -Y ' -:J)~., , ..,.,. ..," uJ.+-a if--.4--a -*I BORING -' ' .METHOD OF ADVANCINGBORING DEPTH BORING REFUSAL.. PQWER-UGER TO WATER TOB DEPTH- ._ HAND;C-HOP: ViMUD:.W.£WNATZR TO WATER 24 HR: DEPTH- ' / T' ROTARY DRIL4.:-WiMtlo: W/tJAT.ER .04/4I?WATER LOSSES .1 .4- _ DIAMOND CPF CASING SIZE. AZ I/AI LENGTH__.-It,, aI, -MU I ; ' 0: t* I I I I i 25630 (5-23-80)FORM, R-27A REVISION* , , -.*" " I fnF I ..DUKE POWER COMPANY CONSTRUCTWN DEPARTMENT PROJECT .cav, LL-SOIL TEST BORING FIELD REPORT STARTING TIME:_____________ JOB Nto GROUND SUR'FACE ELEV. l2t t-d4L...JOB NAM0: MRS. MOVING- ... COR i,. ...BORING NO.&2ZL SAMPLING I *Ic SCAL 05 JE UD SOIL CLASSIFICATION AND REMARKS-0 I5 K-- A 7~Qz Z-1 za Ll.T-/BORI NGTERMINATED -METHOD OF. ADVANCING BORING -DEPTH 9O RI NG R, FUS Ai Z~ POWER AjJG ow R WATER EPTH--AfO/, He-,-etloP: W,,.U. WVMR To WATER 24 HR: DEPTH e, " ; ROZAR.4 D : W0#6-'WA.' TO WATER LOSSES, DIAND.#, T CASING SIZE 'LENGTH, DAQ-G-GOE TO 25630 (5-23-80)I FORM M427A REVISION 2 I PAGE 1 or L DUKE POWER COMPANY "'CONSTRUCTJ)N DEPARTMENT PROJECT-LJco,/4-4,. SOIL TEST BORING FIELD REPORT STARTING TIME JOB NO,, GRUNDSURFACf. E[EV..JOB6NAM:,n:J(,t I, HRS. DRILLING H 4 RS., MOVING _ .Z DATE f4 -/'

• WEATjER. C:a4l;d/

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W*%:W -ATE o'o WATER LOSSES li...... pf , DO R..v. TO'"J DIAMOND CORE SO ICASINo SIZE a6&___________________ 25630.(5-23-80) 1, FORM W27A, REVISION 2 25630' ' ""-8~ FOR M,27 I REVISIO 2,__'*_DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT- 01 t.--" SOIL TEST BORING FIELD REPORT STARTING TIME 6:30 JOB NO. At 1 JR GROUND SURFACE EJyVit .Rf JOSNM MRS D DATE' le 'WEATMhER!16 ",W'r LgftpECTOR-a dZ'oRiNN. 63 SAMPLING' CL IWi mmA. ITS SDAIII.A UID SOIL CLASSIFICATION AND REMARKS 190 OL0-. 5- '-A& A/5-lk eA 'q"kf~I'p IL 09 1~e% Al. eV BORING.TERMI. METHOD OF.ADVANCN.G ORiNG DEPTH WATER TOB DEPTH _v 7.:"? " I WATER24HR MDEPTH I$O / "D: WIAr, TO WATER LOSSES -07W/, eMWI.ds CASING.SIZE .LENGTHG. 25630, (&-23.80)1, FORM M-27A 1! REVISION 1 2530 Ill380 Ij II FORM -7II REI SIO 2~ilJl......1 PAGE F DUKE POWER COMPANY I ,GL , -CONSTRUCTION DEPARTMENT PROJECT .SOIL TEST BORING FIELD REPORT N .STARTING TIME JOB NO ~GROUND SURFACE ELEVA/A JOB ?4M7Di 4 R. R"IG' RS. MOVING JQ -~DATE 1A ~ -/AMWWEA'O ef222 BRN NO.Ag6:z*. SAMPLING CL 1~7 A 2tdf A" SCALEA uD, SOIL CLASSIFICATION AND REMARKS-40A 0______ ______lam.:i l+BORINGTERMINATEDn £ B Z-1 BORING REFUSAL Aezg, W-'/A A r-de, WATER.TOB DEPTH 3o0.3 ,. / -A7 -61,5 WATER 24 HR; DEPTH z-- 9, & / /0 ,--*-6 WAT*R LOssES ,dd,,-,.METHOD OF 'ADVANCING BORING DEPTH....., , -.....POWER AUER HAI`ee6ioPf Wi'MtD: WtIVER ROTARY DRILL: WMUO: W/WATEB DiAMON 0619W TO TO TO-AIhE -r. co rAu~4 5i 7j '0i I ..- . 26630 (5-23-80)I FORM M-27A I REVISION 2'DUKE POWER COMPANY .PAGE .. OF CONSTRUCTIJON DEPARTMENT PROJECT C.j,.,,--... SOIL TEST BORING FIELD REPORT STARTING TIME I JOB NO. GROUND SUIRFACE ELEV.Aw ,y6A .JOB NAME ",'. LA. ,.)", sc J'-11,H'./ -.../HRS. DRALLING HRS. MOVING DATE, le WEATHER C/l^,r/Z.I. INSPECTOR-BORING NO. -4l SCALE UD SOIL CLASSIFICATION AND REMARKS V ND A" JRD V* ,,,,n gý- R: Kaij4aas., :,g.AP Ptot I ,,,5&A~44V, re &e CAR~'eM wi i U*~~w dr.t( )/U.-/-----V; 1~ k.~Id~k~14~ .%f~ ~~d~' idzj4 4 _4, e~O .62r- c~ &-~ ~ ~ ~~'0A. a,-, ; L0 t ý~fWi~j-£Al~~uo .~4, ~ -r~j ~ t$~.w ~BORINGTERMINATED 16 METHOD OF ADVANCINGBORING DEPTH BORING REFUSAL I TO BORING ... a o. -".3 WATER TOO DEPTH 3 3 --eo--4-:"vm&-" ..T: -. /W-O4 WW WM4 TO WATER 24 HR: DEPTH -ro 'o qDTAay OR I lip WayJim mTOl,"i WATER LOSSES AlOA'4._,CASING SIzEtz AIM LE NGTH- ,,iMiiT 0 Form (R..3-87), IFORM M-26C IREVISION 2 For-rn 2S630(R3-87) FORM M-26C REVISION 2 v DUKE POWER COMPANY CONSTRUCTION DEPARTMENT Atcje. *r I PAGELOF SOIL TEST BORING FIELD REPORT STARTING TIME 2,'03 JOB NO. GROUND SURFACE ELEV .-,2 .:?.JOB NAMh 'MA'Aed *S bý /$IA l 0 4-HRS. DRILLING _ý___HRS. MOVING '-DATE4 6. 'TE~/.~ CO4ISETR d~~C BORING NO -: 5ý--J/SAMPLING....." -.. .S ZFI CAL 0 E, UD, SOIL CLASSIFICATION AND REMARKS-, , ,C %* , : .. .. ; ..---------- .Z .3.Z .L .. ..:q ,._ 1, 5Z_ z : Z -t i -o I A Z 1- z1 4 5-: i z,. __Li"5' z -3 ... " z.-."Z. 1-' .i ' o L J*,/, Z .21 _. fd * .. ./ ... Z...P A.... g , / -7 ... .... a:--=Z.-&.ke .c,-me. ........-...--o.... % .. ....... .......L u-., , ... , : ., :.. , ' , .,:: ,: <-- --* ' ....,2 4 3:-2 2L 11'BORING TERMINATED 1 METHOD OF ADVANCING BORING DEPTH BORING REFUSAL ..P.. ---TO WATER TOB DEPTH H.. ."i-- WP.WA.ER TO WATER 24 HR: DEPTH' ROTARY DRIL WV, D: W/WATER .,&"TOVý5 7 WATER LOSSES .., ___,,."_.. .."_." CASINGSIZE -1AI LENGTH DtAN E r TO Form 25630 (R3.87).IEO RM 9M-26C IREVISION 2 Form 25630 (R3.87~ FORM M-26C REVISION 2 DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT n 6+4 jPAGEZ-_OF 'SOIL TEST BORING FIELD REPORT STARTING TIME .....JOBNO. GROUND SURFACE ELEV.__ 3 JOB -7 ,t4" #..",'- HRS. DRILLING _f.6/VZ-HRS. MOVING-DATE ---" $ 8 -- WEATHER e'6' Jf 4 INSPECTOR _/L BORING NO, I fl,30 SAMPLING SCAL&',I 3R -2f % ,4 1,7 _fE UD SOIL CLASSIFICATION AND REMARKS.. ____ 0.C,_.... ... .,,, ., ..' ' , .(I-ttiiL-+ ----~-~/-A 5--w ZO-v 7. 0; ~ ~ ~~~ -x .. .. ..o L--,.Mi.ý,'%_j........... I V '.,, ,, 4,5#D+-1*-I-'.BORING 9 J METHOD OF ADVANCING BORING DEPTH BORING REFUSAL_.- -A - -.TO WATER TOB DEPTH i-tV 1A ) e P O P ............. -TO IIAr'D cIICr: W;'MUL: ;',,WA-TER L-TO WATER 24 HR: DEPTH z., / i ROTARY DRILL. W.MUD. W/WATER WATER LOSSES "O, TDO ' P -CASING SIZE Al L,, ,'LLENGTH _, DIAMOND CORE TO Form 25630 (R3-87)IFORM M-26C REVISION 2 DUKE POWER COMPANY ..PAGE. -OF CONSTRUCTION DEPARTMENT ,fJe.A-'. Eor'"54 4- 1 IN, PROJECTjýý_s-oA szc-5444 $s Locj'ccl _ .o %,.u4i SOIL TEST BORING FIELD REPORT 1Fýr1r) i{STARTING TIME _ ___-JOrBNO,________ .~.... GROUND SURFACE ELEV. " Z.JOB NAME 4-6:15 IA1 .SDRILLING 'W HRS. MOVING -, WL-A DATE _A' ) -"d 9 WEATHERj k( t_.)c' INSPECTOR , , '/ BORING NO, ,09 SAMPLING SGST ' N6" 3R0,6_I ,-9.CAL 0 0 5 o'LE UDI* -~ i'-'~'-o In* -Iil6C~7&J SOIL CLASSIFICATION AND REMARKS V)z 0 z i.,.U',)'0:l-zod, I*I IL 0.,, , ,-7. I z35, I..,"'-_#/- z./. ..., ...V)6V;o z M*, .. --7. ...--0 +* ZOO* 8, ., u..394,C '/ -I/~ I BORING TERMINATED ', METHOD OF ADVANCING BORING DEPTH:.BORING REFUSA' .-1 *,; GE, --TO WATERTOB DEPTH-L ..A.. C-N ...... -,ATRTO -WATER 24 HR: DEPTH. ,.J:. ....: .. .... ..-- O -*'WATER 24HR:OSDEPH L':0.". ROTARY DRILL: W410M44: W/WATER Oio'TO4,ý,,'WATER DIAMOND CORE TO CASING SIZ E. LENGTH 6ADIAMONDCORE . Formn 25630 (R3-87)[ FO'RM M--26C I REVISION 2 DUKE POWER COMPANY PAGE OF2 CONSTRUCTION DEPARTMENT PROJECTCLC 2cý AL Si-, SOIL TEST BORING FIELD REPORT STARTING TIME -- 9 JOB NO ~.......... _______________ GROUND SURFACE ELEV. -- __'___JOB C i -A4&OOi__- No.Q; HRS -.HRS. MOVING _DATE /-- / WEATHERC/C~_ i A)'Me-4NSPECTOR d-ý"OR!NGN. .:SAMPLING I -6, pn -3 SCALE uLI SOIL CLASSIFICATION AND REMARKS 39.,4.50___:170 h....... .., .L-.. U. ..... 2 2 C U 7a u._ _ __... .. ..... ... .......... ..... ........t-z 2w CL)-is Go~.-1.---.-] IBORING TERMINATED -..... .. METHOD OF ADVANCING BORING DEPTH BOTRI TOB DEUSL -H ... .-4v POW.-A._E WATER 2R DEPTH, HAN7-CHeP: W/MUD9. W,,,T' -TO , WATER 24 HR: DEPTH ROTARY DRILL: W-MUJl TOO6¢LOSSES, "-. .C A S IN G .s Z E' ; t 2 L E ,N ,G T H _ .T O -/ Form 256-30 (R3-ý87)[FOR M M-26c REVISION 2 Form 25630 (R3.87) FORM M-260 REVISION 2 I PAdE-LOF_____=L DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT 03 cL Oa,-s-SOIL TEST BORING FIELD REPORT STARTING TIME M4 JOB NO. A-i/A GROUND SURFACE ELEV._____________ JO"8 NAMEk k+< , .T".S ..IPEIOA.HRS. MOVING 1'116'-DA TE ý-L:Al-9 WEATHER_________ INSPECTOR.&-ý -BORING NO. 4*Z SAMPLING,'" :" ':.... SCAL IST 6i 6" 0' ig' 07 --7 --;-20;,r l:. 5. 09o ' '6!- 4 -2. 5-5 4.O. .,_ _ J'~ ... ..I .~. 3 1 3 '2.3 G _LE UD.SOIL CLASSIFICATION AND REMARKS*~~ ~~ -,%,A~4A ~I71ef4 PAS All;:f?-AjA;, -<wL_ <' , -17 f , T, ... ....... 7 4e A f -.. .~ ...... A,, : ly-.,,--: : : , .. ,-/. * : Z6-PbIA lLPth Mfe tt,~ IL~C~t'~4- .A. 4 041 A-l I- i- J2?M. -2)e -w' X4 iw .~,'f BORING TERMINATED._ .I' METHOD OF ADVAt4CINGBORING -DEPTH BORING.REFUSAL POWER-AUG. , WATER TOB HA/*D-eH9P.w PM, .-JATER -TO 9 WATER 24 HR: DEPTH__3 e 10 /,1;70 # 2'1Z ROTARY DRILL: W-etei: WWATER WATER LOSSES 3-6-:0, ----... .O CASING SIZE.- ,ALi_ LENGTH " ,,- C-R-E .T Form 95630 (n3-87)FORM M-26C REVISION 2 I~orn 2~6O r~i37iFORM -26IREVIIONI IPAeF Z- OF DUKE POWER COMPANY CONSTRUCTION DEPARTMENT ee.. eJ- r 5t,, SOIL TEST BORING FIELD REPORT STARTING TIME _ _-___JOB NO. ----- -GROUND SURFACE ELEV.JOB NAME6_Eq S-ý+ B:J 7 /loki-- ' HRS. DRILLING ..aJ4-HRS. MOVING A/" _,DATE-,-./-Z'- .',9_WEATHER./fr IoN/ECTOR Z?,"-JýBORING NO.SAMPLING IS 'I2NQ F 3RD 6" SCALE UD SOIL CLASSIFICATION AND REMARKS LZ~tO iKL~JL EPA)I.I L4. 13A)'. , 4:7,Zll :574AId 4/ii- rpA1.' em. X'/ J2ArJ 'TAA&i Z h+/-4S'j I Z- -j 9iijS -7 IE -~ A4?'0 0~I ~ w i0,_______if w w.m Or w.xO'.4'0~I-.-1. I'.7-' %..fl -BORNGTRMNAT~ .-9 t/ -.. ~. .MET HOD OF ADVANCING BdkiNG -DEPTH, 8OING-R FfJS~ -Pe-LtL"'L. ITO'T: IýPT' '- .-M~9IAN-4WGOP: '4* W~ER- TO0i-WATER. 24..HR: DEPTH.2 1' ROTARY DRILL. Wi*M: W/WATER o.6iTO.6-,i WATR LSSE ~ 3~~~,DhAOeND-CORE -TO 0 CASING SIZE. 4 LENGTH 6______________ 3>I,..3$ irerracan GEOLOGIST LOG Page, : ;of 4 prnojec Number, -oll 011- -K Project: Oc0iee Nuctea',statioiSSF 7067007 .M..Client,: conee Nuclear WellConstruction Data Date&Stared 6 DatebCompleted: qOggedBy: Coordinates: ac e. I B r e.! ' To... .Suddeth N 35. E'83 Pak: NoneF Drilling C~o.: ,,Driller: SAEDACCO R. Miller. sea Nonel- From: -To: Method: Equipment: oHSA Gus Pech GPA lOOE Grout:E Cement Fro: 0 .To: 35 Borng Depth(ft.):. TOC Elevation: .100.0 .795.76 , InnerCasing: ',Sch"-4,O VC B5rin 'Diametern

G Lve Tie/Date 1Zt2),9(5-351,6(35 XIP.L 16,42' 718/06Outer asing ".Fluh Mounted ID L E E 0 Description

_ _ '-_Air excavation, performed -8'. No lithologic samples See' log for SMW: ", 4- 4 67 8 10 1 10!12 --12' ff 14 20 -Push Shelby Tubefrom 20' -21.7'. See og forSMW-T.. 22 '22 24- 24! .__-___ .Ng* -LWljj rm meL-___._-___ 0Teyacon", 521 Clemson .0&4; 66fumbi, ý6u'tth cafolina ,2,'2g9' "Pho~n0':: For: 8634;41-,69900. irerracon GEOLOGIST LOG Page 2 of 4'-S 0 )r E 0-7 I E:0 D Descdpti6rn PARTIALLY: WEATHERED ROCK at 26. very littleýwdater prduct 0io during drilling', 2*Increased water producionir .GNEISSj,50% quartz,; soft drilling at 34'.Sets6 su'rface casing at 35', GNIESS, gray to blackjmoderate~quartz, some ihighly weathered material, moderate water production. GNIESS, as above with'lessWeathering. GNIESS, black and white, 50% quartz, some weathered material, moderate;water production. GNIESS, black.and white, 35-40% quartz, sflght staining due-to weathering. Easier drilling at 51.5", hard again at 52!.GNIESS, and' white, 50% quatzi moderate water production during drilling.Terracan 52 phenone pod C61umb~a, Soulh!CAro11nn,29229 .80ne B.741-9000. IFaxc: 83-74'1-9900, 1rerracon GEOLOGIST LOG Page 3 of 4 DMW-: Z'.rrýCE-ao.ýC-471 Des'6iptidn GNIESS, as above. With 40% quartz.Softer drilling"65'- 66'GNIESS, black and'whitei 50%,quart2, hard dfilling,,moderate toehigh water prdg.uction. Easier drilling 74' -'75'.GNIESS, black and white,50%. quartz, hardd'ddlling, m0derate tb high water production. GNIESS,-as above.Ter.acon l P521 Clem-.onRod.9Columbi. South Caro4ina 29229 Ph .e 603-71-9000. PBK: 8303'41-9900 I 1lrerracon GEOLOGIST LOG I Page 4 ,of 4 DMW-1'Weli L Detail 'i : "" "- .-88'9 4 , 1irerracan GEOLOGIST LOG Page 1 of 4 Projectb: Ocohe Nodear Station SSF 73067007 DMn l Project Number: 73oring/Well: DMW,-2 Client' OcoeeNuc'ear Stati~n WeiJiConstruction.Data Oconeete NCclelrSted:: Date Started: 6/20/06 Dateo p 6/22/06 Screeýrpen Borehole From: 41- To: 100, C. Suddeth, N 35, E 83 L.. From:_____________________ ogged"By: C t oordinates: Pack: None From: -T6: VDrilling Co .: Driller, I o. 1. 1SAEDACO l R.:Miller Seal: N From -To: Method: HSA Equipment:s From' 0...,,Gus Pech GP-1i100E ., From: 0- To: 4e1 Boring Depth (ft.: TO Elevation:. S 1000 795.82 InnerMCaifig: 6" Sch-40 PVC, Borin Diameter in): .W Level Time/Date-(0-730-1 304,6 (91 5 .145 7h18106.0 puter Flush.Mounled Cover , E E 0 Desription M Mw : F Detail : Air excavation performed M8'. No lithologic samples 04.2 2: 4 -4, 6. 6 1010, 12 12 14- 14 24-7i 0 S. Terracon tZ, 51 'Clsrsonl'koad. Cornlkmi. SoAi ýCarolirna 29229 0 Pfo 80-1200 22:604190 1Ferraicon GEOLOGIST LOG Des crpti6n Auger refusaýl at 30 ft w'ih B.2ý5". Ibaugrs. Switch to airhammer. SAPROUTE/WEATHERED ROCK.End drilling with 8"bitai-41-'. Set 6"' casing .at 4o;5,.Very splightwater production. GNEISS;, 50% quarrtz, ho;meblend, dry..GNIESS, black and white, rbostly quartz,and homebloe.d ('40%.each), hard drilling, no water prqduction. GNIESS, black. and white,-,quartz& horneblend predominately,,.hard drillihg, slight 'water production.Terracon , 521: Clemon Rod, South ~Croina929229

• Phonte8O3-741-9000; Fax; 803-741-9900 1 rerracon GEOLOGIST LOG Page 3 of 4 E p -(no i E2 Description GNIESS, as above.Softer drilling at-60'.Softer drilling at 66'% Increased water.GNIESS, black and white,, in'creased dark minerals, greater weatheriing, GNIESS, is asbove.GNIESS, black n6d whtte, increased homeblend and other dark'rmiinerals, dlling. rate inrcreased sig htly, similar water production as before.Harder, drilling at 78%GNIESS, as: above with.Increased quartz. Estimate waler flow at Terracon I I'521 CIemsor. Road, Columbia, South!Carolina'2922Q Ph.oe:,803-74 ir9O. Fax: 803-741-9900 1 rerracon GEOLOGIST LOG Page 4 6f 4 Oconee Nuclear StationSSF lent: Qconee Nuclear Sittion 10, c~.0 0 A)0)4,. tB E E.2>: co (0 0.3.4 Description 80 GNIESS asý above.Terracon 521 Clemson Road, Columbia, South Carolina 29229 Ii~erraicon GEOLOGIST LOG Page 1 of 1*"Project:

OcoheeNuclearStation SSF Number: -FBoring Vell: Project;, OconeeNucleartatinSSF ,, _ ,....... 73067007 DMW-3 client: Joconee Nuclear Station Well COnstruction Data Date Started. Date Completed: .D t Stre ! 6119106 .61t9106 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.og.e '": oordinates: C. Suddeth N,35, E,83 Drilling Co.: Driller SAEDAcCO R. Miller.Method:: Ham Equipment: HSA 1 Air Hamme GusPech GP-1100E.BoringDepth (ft.): TOC Elevatio.n: Boring Diameter (in):. GW Level: TimelDatef: 12 (0-11),, 9.0(10'1-16) _.T..EE= E to DescriptiOn w o (,b)Z .0.Air. excavation performed 0'o Nolithologic samples:048 2 2¢I":-6 8', Color changeto lighl brown to grayxcuttings, dry Very. hardýdiling. PosSiblelconcrete. 10 10 SANDY SILT (FILL), brown, hard,' dry. End auger drilling at1"'0:5.-41 12-4. -12.CONCRETE, gray,,very hard drilling, some small-metal fragments,:(re-'bar).. 14 1:4 16- ..Boring terminatedýat 16 ft. Boring abandoned by grouting with cement... 16 I-.... Tetracon, 521 DCemrson Road', Co rlumbila Sq-vth' caroina 29229 01Phone: 8034*,4 1'?9D0dbax.r 803f74 '.419900 Irerracon GEOLOGIST LOG Page 1 of 4.... ________________________ 3607Boring/Well: DM -3 Project: cnProject Number.::noee;Nudlear'Stati~n:8F ...i73.067007 I .. DMW.4A Client: ;t Well Construction Data, conee.Nuclear Station Da~te Start~ed: Date. Completed:

• ___6/26/06 6/27/06 4Sc6ee6penBorehole From: 40 -To: 100: Uogged';y.

Coordinates: o.eSuddeth E'N 35 E83 Pack: None From: -To:.Drilitng Co.:. DAlDer: From:r- To: SA.DACCO .R. Miller From: -To Veh dEquipmentt.'... .....Method: AAir Hammer, 'GbsPech'GI:100E Grout: Cement Frolrm: 0.:To: 40 BoringQep(ft);1 -100.0. 0CO Elevation'. 796.34, Inner-Casing:. 6" Schr,0 PVC Borl Diameter -GW.Level: Time/Date: 0-3), 9(51 , 0,.15. Outer CasinglStl p 1ti)§4 MouhtedL6Vde _-e E .Descrption well CL -E EZI 0,..,') 0D tailC 1 -) Air ex'avation perfo.med 0-8'. No Wlith!ogic samples Q08. " 4-4 8I 10-1 12-1 14 1 16 16 C,-20 .- 20 R 22 22~ I I S24 24 0Terranor, 5211 Clemson Rodý. ColUmbia. South CamFina 29229 0 Phoioe: 803.741L9000, Fax-:003-741.9900 I S"rerracon GEOLOGIST LOG Page 2 of 4:E E (0 Z 0 oi a)0'Description Push Shelby Tube fr6om!29 -30.5'. Saprolite in bottoiim6f tub:, Same as in ,Auger refusal at 35. Begin air drilling.at .35'.GNEISS,"black, and white.'50%4 quartz,very hard deillin'g, no.significa,. Wate! production, GNIESS, black and white, 40% quartz, moderately weathe .ed, moderate water production, fractUre-at 45 .GNIESS, black! and !White, 40% .quartzt, .m6detrately weathered, fracture 50"-5,1.GNIESS, black and white, 30%.quartz, less weathered 6521f Clemsbd Road, C'okmbla, South Caiolmhia 29229 PJ4one:80q3-741.9000, Fan: 803-741- 99DO -'1 Ferracon GEOLOGIST LOG Page 3 of 4'Iv-w 0 T'U I I.1 1Ferracon GEOLOGIST LOG Page ,'A of 4 ,Nuclear Stationi$SF Nuclear Stati.on a,0~: ciE 6 0.E L U, a U C, 88 :-2ýE DE E 1o0Z Description G.NIESS,, as abovewý4ith.incieased quartz.GNIESS, as above.-U::2i clemsi Road. CWaumbia. South carolina 29229r* Phone.. 803.74i.9003, Fax, 803.3741-9908.... 0 5 I1 730.9 Page I of I O'Onr 0111L.LIG UIrLT0 AATIM D0.It ENETMATION 119 T1" NUWALIA Or OL.OWS Or 140 LQ. iIAM,.ElR FALLIN0 30 IN. ftrOUIRO TO 0RIN'r' 1.4 IN. 1.0, CAMPLtft I I I UtNDI(TIMMlDO 1A.,PL1 -Vd/TIrI TADLI. t4 Hrl.30 '7, POCK COME IllCOVERIY "i WAY11 TAOLt.. I 141.N OT4,NOAKO PrrNRIPATIONi Ll0e0' O D-.IILLIWQ WATI[A ROD),. F.OCK QUAL.1Y DoFRIOfNAYION < t OCK .JOIIIY: L= LOW DIP C0-SO'.4 i rO IP )O3-60.= six1.0 DIP 60-90O TEST BORING RECORL 000150 J,40 F DATf 0AIL.L~tI] n1LI.Ln/47 JO0 NO -O~ o re , Standby Shutdown Facility 01~~p.'.1z. W IN. KYýO I1.0 15 20! --Hard, Light GrayGranitic Gneiss; Medium-Grained 100 7 6 NX:1.5 770.9i O' to 3.4', sl. weath.1.3', open joint, steep dip, clay coated 3.4' to 8.1', mod. sev. weath.3.4', dark gray hbn gn layer, sev. weath, 16579'0 Coring Terminated at 8.1'.Drilled wvith 4 inch concrete'bit. to 3.4'760.9 755.9 750.9 If 25 _745.9 740.9 735.9 34 0 4o* ohI.G ANO .A...LIO S .T, 0AT D.19B0 730.9 CORE UnI'.LING WrrTO AnTM 0.1112 PENI'PRATION I TN( RU,1trI OF DLOWI Or IO L9. IIAMl.9gfl 7ALLING 30 iN. 1'rO MLC.O YO (,Al'1[ 1.4 IN. ,.0. CA4PLI1C I PrT.P'ICK c0A, ncroVErr -<v WATX-Tt I MR. L = LOW DIP O-2o0 N -IITANDAAOD rgfN IMY1004I .'4 I-CiPU OJP 0-LLIIJO WATtA1 M =r "to C)]? 3-60 11..17. M~OCK OUA.-IATY fPIQIONAY]ON 3 =arriDI. oi1 s-00'Page 1 of I TEST BORING RECORL 0O0%ING PIC.DAndb SAILLhudown Fcit ion1 -4 fl NO AA Standby Shutdown Fac iIi ty Dir rH FI,~.r, TIME gil X vt 05-10 152 20--r) &ec n 17,1 ION N KMAP~@U --~r- -- ~ t '~ I -- -- tfl ~773'1 3.8, to 8.6',ýnorn-cori~na bit to. 3.8'.4.-Medium Hard, Light Gray Granitic Gneiss, medium-grained NX mod. sev. to sev.0eath.sl. weath.Dgray, mod hd to hd, hbn gneiss layers, mod. weath.0,1 Hard, Light Gray Granitic Gneiss, med ium-gra i ned 28.4!'8.6' to 28.4', 9.4' to 9,7'19.0' to 19.2'18.8' to 19.0'25.2' to 25.4'25.8' to 26.0!NX 24 14, If NX IN NX 93 17.6', healed joint, steep dip, 17.3' to 17.8', SAMPLE:F-4-1 28.4' to 29.8', mod. weath.29.8' to 35.4', sI. weath.32.9' to 33.10, hbngn layer 35.4' to 38.8', mod to sl.weath.38,8- to 44.0', !si. weath.78 Med.to Mod. Hd; d gray,hbn gneiss 7-129.8' F... f.60 30 -35" Hard, Light Gray Granitic Gneiss, Med lum-gra ined 35.4'NX 88'Moderately Hard, Dark Gray Horn-blende Gneiss, medium-grained 38.8'74'3,8 I I NICRING ANO SA44fLI"JQ Wt KT9 Afkf" 0-1464 Coner OnIL.LIMO MVKT* AArM 0-tIl PECNTPIATION Jr 1H H'UW"If OF I)LOWB OF 1A0 LQ. IIAIJM(f ItAL.L'NO 3o iN. I'rauIto To n0~Ivl -IN. 1.0. cm-ft SUF#D(fTUn'Af0 SA.PPL1 X.TT TADLCK. 14 Wnr.10 "1 PCC1 cott n1cotIyr) W A&TtA TABLE. IýA N .Tt.NDAA0 OrHKI1ATION W'ýLOMG OF' D-ILlLINO WATtA nl.C).I. noCPI OUALiTY r3FIIC1AYION Page 1 of 2 TEST BORING FRECO[R:.F-4 II NO 110 OoCK JOlITý DATE DKILLLn .J-L- z2$L = LOW DIP --10*N M ~ ~ J 01 NO, ~,-O I =C WED Dip. 11--10' Standby Shutdown Facility S = tII'k D1P O--!O' D [P I W F'..4o 145.D MACI1 I ION i. t' 7 ,1 .t fil W"uI.ILXV,.Hard, Light Gray Granitic Gneiss, medium-grained, NX'92.Med. Hd., Dgray Hornblende Gneiss,'med ium-gra ined Hd, L gray Granitic Gneiss Mod Hd. to Hd., Dgray Hornblende Gneiss, feldspar porphyroblasts Hard, light Gray Granitic Gneiss, medium-grained 56.1'Hd, D Gray, Hornblende Gneiss* .q8 0 ' .... ...Hd to Vhd, L gray Granitic Gneiss 61.0'Hd, D Gray Hornblende Gneiss 63.4.'NX 100 55.-60-75-NX 99 40.1' to 40.2', dgray hbn gn lay, 41.2' to 41.8', dgr;y biotite gn w/feldspar porphyrobl'asts 43.1 to 43.2' blotite-hbn gn 44.0' to 47.3' layers, mod.sev. weath.42.3' to 73.0', vsl'. weath.51.0' to 51.5',. sfma~l'l folds in hbn gn layer 51.0' to 51.5', SAMPLEi F-4-2 68.3' to 69.5', biotite rich layer,mod. sev. weath.72.9' to 73.0', biotite rich layer Subhorizontal joints are spaced moderately close 96 89...... +i?Hd to Vhd, L gray Granitic Gneiss 69.7'*Hd, Med.-gray Biotite Gneiss, aolded w/feldspar, porphyroblasts 72.0'I.871ý73 I VOd, Lgrey Granitic Gneiss , L 7".9-Coring Terminated at 73.0'5001140C AND I'.mpLi'1i, I' TV AATM 0-1 901 CoA~ ril o.L)NO M11:97 ^AT"~ 0-1.1 I PENCTRATION IC rTM 4U&.LILI OF DLOWI 01' 10 L13. IIAl4UKJD L = UIDICT~Jfl3 0 OAIL ==_ZWArcr, 1AVLZ. 14 iin 5 R OCK( COPl v l nCO CIr,' r 54 wATV% YAD3L&I. 14R.N %f,,NDAAD tIIHI AA1fION <' LOPI Or [);IILLINO WATXM n,.0.. MlOCK DUALITY OF11IlNATIO" Page 2 of 2 TEST BORING RECORL OAINO No.0. F-4 FT,< n CK JI~r, DATK OAI.L(0D .-jL:3 _LZ3 M i(D DIP )0'-40 3 = ETILIP DIP Go.-0. Standby Shutdown Fac i I i ty D111 H P. I- g',.on 1.0' to 16.2', mod. sev. weath.Moderately Hard to Hard, Light Gray Granitic Gneiss, medium-grained 4.5' to 4.6'5.2' to 5.7'.5 lO0 16.2'16.0'19.1'19.9 24.7'25.1'26.0'to 38.9', to 16.1'to 19.4'to 20.1'to 24.9'to 25,7'to 26.2'si, to usl.weati Dgray hbn gnei: layers, mod.to s]. wreath.open joints, med. dip, mica and Mn-coated 20 H;rd, Light Gray Granitic Gneiss, Medium-grained 4-25 30 35 29.5':31 .3':31 .8'11) rn to 29.6'to 31 .4'biotite-rich to 33.0' hb gneiss layers, mod, sev. weath.2 33.2'33.3'33.5'34.7'to 34.8'38.9' to 40.8', mod.sevweath 38.9' to 40.8', feldspar por-phyroblasts 40 0MC'ING AND GAM'PLA'iG WTKTI A#IYN 0.1 93 CO'lC DfIL.LING W9970 AaTM 0-*11 P('-CTR.AtION !C THE NUWILk M OF LOWM Off 40 LEI, IIAM4'(rALLINO 30 IN. PhfOL'I*CO T0 014111I- 1.4 .1.0. CAkdPLX.N I FT.Page I of 3 TEST BORING RECOIR rI'U41T1k'ItnC) A.~K ...'W~3 TABLE. 14 H(Ih)I 7-, *OCK COhq rhLCOYtChV -., -V/ATtA' TAML.!. I IR f T4NDA)ND fNr$tTRA1TOh .'LOMI OF 0-1LL1N0 W*TVIK rJQ.0, MGC QUALITY nlV~IfNATION L =Low DIP' 0-10*1.4 I"[ DIP 30'-61 SSTICEP DIP 90'-00 BORING tfo.0A~r DAILLILD 403a iho, rn.Standby Shutdown Facility Ottr rH 0UCn,171 ION 40 45 50 40. 8'Hd, L gray Granitic Gneiss I IL KV. 40.8' to 48.0', sl. weath.:7n I'.-.42.5'Mod. Hd. to Hd, D gray Hornblende Gneiss, some feldspar porphyro-blasts-146-Hard, Light Gray Granitic Gneiss, rmrad ium-g rained 52.6 NX 96 Hd, Dgray Hornblende Gneiss 7153.7'Hd to Vhd, Lgray Granitic Gneiss 57.3'Hd, Ogray Hornblende Gneiss 4N 60 70 -Hard to Very Hard, Light Gray Granitic Gneiss, medium-grained

I f 48.0o to 89.4', vsl. weath.56.3' to 5'.7', biotite-rich layer 68.0' to 68.4', biotite-rich layer, sev. weath.__456 814 93 ,463 ANX.98 69.5'69.6' to 69.7'72.7'76.8' to 76.9'91 69 DGray, hbn Gneiss layers 75 80 N X_7 9 ROWfNG ANO IA.PLI'10

ý'[KTG AATrN O.tQ9 con IL,.,LIN3 w I K r7 o0-1,, Page 2 of 3 ,- N ,., , N IC THE "R Or o ,, ,,,,,o OF ,,, L,,. I,,,,,1 TEST BORING RECCR 3 f AL ,L IN O 3 0 JN .MTO UII R L D To PA IV E 1,A IN , I.0 .C A MP IL.r I PTr [.P P JDgu~O6A.~I ~ I TAPLx. 14 Hnf. ny jul DATI DRILLKr) 9-719 R 01 C m, C K c o R- n l ro v K:r .1' .- y,/W A f TAO-L ! ..L L O W D I P 0-1O0-- a No , Q c on p p N .YNDTJ R .DAt0r NP 'F, 1 7A tON (Il0 M O OtlILtLF R WL.TIq L I N W4AF IP 2.0-60.Standby Shutdown Facility R.O.-. MOCK OU',LITy DFAIOinIATION S *IT[rP IP bof --so' PD. DLAC I'III CN 80.3' Vhd, Dgray/ Hornblende Gneiss, feldspar porphyoblasts-8 11,. 4, 85 -Very Hard, Light Gray Granitic Gneiss, medium-grained 0151 wi' VLKV RLMAflKI onan 90 95 100 105 110 115 120 S0OltNG. AND SAMPLINO0 VtIET$ AAT4 D.1916 COr~r O71ItL.ING WrIrO AATM~ D.Z1t3 PT~ATON CT149 NIJuLt1 or U1OWS Of, "AQ LU. "Al.4t"I rALLINO 30 11W IArOLUIME VO, flAISYC kA IN. 1.0, CAL4PLICR I IT.~p~ocrui9ro6"'L%- -_=Z'VVArrTn TAQLr. X4 Mn MOCK CO~t flCCOVFNM* -%:v-A TAOLI, I A N OIANOAA0 ?rNFP4TPAY1014. L0Ft OF' 0:1LI1.10 WATERt R.OD. PIOCC QLJA.LITY DFQICIP4ArION Page 3 of 3 TEST B8QRiNG RECQR:.ROAIINO ?CO. F-OCK JOIMY' A1O I.l). 1 -2 7 D~~~rT o-S0 Joe O.Z .2 9 L = LOW 5 = STEE P IP )0-601 Olf. 40-00, Standby Shutdown Facility -I) pi ,Z i ILgY. R(IMAI.KG " ."".760.2-100A Hard, Light Gray0 to 8.9', sI to vsl. weath. NA Gneiss, reedium-grained 75 NA, 4, 7) 5.6', fault plane, medium-dip, 84 coated with mica and epidote, sIlickensides present at oblique angle to core axis 10 Coring Terminated at 8.9" al 5 o 3 ore ais l 750.2 5.9', 3/8t' hbn gneiss layer Drilled with 4 inch concrete bit to 4.5'15 20 25 735.2 3 0 7 W ývC "- i1 0 A N D W LI , o I, ' 1 KT F A MT M 0 -1 0 6 1 7 2 0 .2 P a g e I o f 1 COflI OflIt LINO M K1YO AATM. D0.t112I ,,NEPATION ,r THI, NU,,., Or OLOW, 0, ' 140 L,. IIA,,.,W., TEST EORING RECO0RL FALLINGO 30 IN, ,rOt P CO 0 Y O IV 1.4I ." I, 1.0. CAMPLKfl I -T.r, F-6 UI4JDIIrUFI2IlfO

• A.fL-.~L

_V /ATtrn DA4 14C JOItO, I'D , ROCK COtr r[COVtIy --WATV% 7AMLC I 1. L=,Ow DIP o--10 .JOB NO. 0'-n r N , /.ND.Ao^R rrNr^A ,oN .d..i 1.C1,W 07 ,NO c ur o 1, Standby Shutdown Facility R.Q.D. MOCK QUA.L('Y Dn'tIQlNAYION = %TlkP Dip- N 00'- 0.11r IM pill_'_ D"cUn.ii _....... Tit, I t, KV r- 59...91.--F h6... -- V w.~ -, -5 10 --15 20 25 30 Hard, Light Gray Granitic Gneiss, medium-grained loc NY 97 7549.0' to 8.6', sl. -to vsl. weath.6.6' to 6.9', Mod Hd, Dgray Hornblende Gneiss layer, feldspar porphyrablasts NA NA 6,6;2.4_4 &Coring Terminated at 8.6'Drilled with 4 inch concrete bit to 4.4'744.9 739.9 734-.729.9 2~4.4o C'IIOING AND GA.PLfrIO ý'IKTI APTM 0.1999 COnr 0111L LIN ME ITG A.TM D-.tII PENETA ATION IQ I'm HUC 1Il 0K OLOWI OF t40 LC. $IAM W C FALL).SQ 30 IN. fllrOUIPRCQO TO 01D V 1.4 IN, 1.0. CAiPLL R I IrT, VNiiICTIViPf0V

• A&'pLk -==:'v#Ariil TAIPLX, Z4 IIIL 50R.OCx c~OMO lro CVII-E-~y A.'. TAOLC. I MiR, N -iTANOARX T01-iTiATIONA10N

.' I OP DAILLINO WATER R.O.O. ROCK QUALITY' n)FQ1NAYION.nworX .~ainThnn.~mn we. ,7w,-.r..-' .719.9< nOCK JOIiST L=LOW olr C--o=-- 1Wt DIP 10-400 Page I of 1 TEST EBORING RECOR_100MINO F-7 11-14-79 CATl DRILLED jon NO. Oconee.Standby Shutdown Facil ity 25630 15.23-80)FORM M-27A'I REVISION. 2 FORM M.27A j REVISZON 2 I PAGE-LL.OF I-flhII(F PAW~ rAUDA?.JV CONSTRUCTION DEPARTMENT PROJECT C2=SOIL TEST BORING FIELD REPORT STARTING TIME .JOB 40_. GROUN eStJACE ELEV. A JOB ---ME RI.ING HRS. MOVING a3 2 DATE 1647-,9---S6EATHERL L SPECTROR /SAMPLING SCALE U0 SOIL CLASSIFICATION AND REMARKS IST V I 2t4gE JR0 fi" , I ::ý I cs LLI Be Al r-41 Mf (A)02 1 aL ýL-o 0 3 9 --tc L r, I Is tA-1 I r,4,-U-,:,-1 !- 9 3r n 11 1 1 to!I/iv I wo ;,n q -A ,"-ýj Pýý 4-n , "n-p 1 --- -- It-1.1~I~ --LaJ i A' t A, -" .~- A a,9~i , ('INN J1 s0 700-04: ,,_ L.s J J 45 L--/[.... n

• I cll r/=:ý IF METHOD OF ADVANCING BORINGlDEPTH BORINU ThRMINAT E..BORING REFUSAL --WATER TOS DEPTH WATER 24 HR: DEPTH.WATER LOSSES CASING SIZE--A'ti/A L HAN~eefeP*

WýMUQWA"IT-ER .. I .TE TO TO o,o',OZ2 &'I TO+ % _L_ "" "" SLENGTH 54 1 IIn S 1 I -I i 25630 (5-23-80)I FORIA W-27A REViSJON 2 25530 (52380 jiOMM

• EVSO IPAGE ILoFK.I._DUKE POWER COMPANY CONSTRUCTLON DEPARTMENT

...SOIL TEST BORING FIELD REPORT STARTING TIME 9,foo Joe No- .... 4 ,A'GROUND SURFACE ELEV. 4 Jo ,,. , ,R.,ING 0 ý-HRS. MOVINýA"L DATE-!/e ý4 9 WEAT9tt-L i 4 toNSPECTOR. /Y L~ ORING NO._____SAMPLING ST 6- I ml Asr a I2K-t.i>*E UD SOIL CLASSIFICATION AND REMARKS fe , lgi7r DC.f OR I-I-...A ;_ g I I134'" 5-*6 It f!9 Z1. ALýlmm 1 ".~-ASI^ 4i -RA2ýjt- '-! -f'.&w4.'IlIf LL ,,-e:-, .1 -.seC7T Lft.sW4 'eop /tJ ,0 " .A~9I1 I1 147- j 7 " %X -Z0,filU. -Z-J4-qZAep -- i-I W. £-. ,"7Il I1 w *W .. .. -J v-e---, .... -. -. .. .--I --5--WATER TOB D1EPTH ',R- ~'2 "P,-O PG "Sm R L TO WATER 24 HR: DEPTH_- Wr W/WATER TOZ*Z: WATER LOSSES.CASING TSE7 -- LENGTH'E4O -MGNRORING [ETO 21900 f F6FtM'M.2'7A. I REVISION 12ý2560l5.3IO) ORll27 I j REVISIONII2 .DUKE POWER COMPANY L CONSTRUCTION DEPARTMENT PROJECT-¢. o 5 SOIL TEST BORING FIELD REPORT AGE.L .OF. ... ..STARTING TIME _______JOBNO._ VIA _____-_ GROUND SURFACE ELEV. ,.-, *3 JOB NAME 6 CD 60--' &.1)s. DRILLING _._.- -HRS. MOVING DATE /0V-o "86- WEATHER.ChA4&ZINSPECTOR AL, ,U,,/2 BORING NO.. -A!" SAMPLING SCAL 7 0--~j-~ ~ ~ -r.------E ut, SOIL CLASSIFICATION AND REMARKS it*i --~ -Ar I'lr ,dl, iIT Ii Hiii~ep~/ ~ -C 2 AG~ ~ ~*1~5~1 11 1 1 )t- A-,d- ' ft-WC 4J,. 1 vlf-o .--wI I I ___ ......-l i "' ......._"_..._ _ "_I:I:I.IIo I Ii1 -w. 6iA- A,_;,t I IT J: t , U ......k .....7-ISllI..... .-/I 3o_____ ____ ____ ____ ____ 0 L liiiL I1J 4~wfa~96 C1-+124&:5z IAP 3d1 4 Izzco L&I i " I.-11r, f BORINGI ERMINATED "L,, J METHODOOF ADVANCING BORING DEPTH BORING REFUSA ",,' L ','C I TO WATER TOe DEPTH -Z 1 , , "ERW, TO WATER2LOSSES BROTARY DRILL: W,'MtoB: W&IATER wATER2HOSIDET I, W LENT T CASING$1IZE......LLL .DIE. ..RETO 25630 rWS23-80),I FORM M-27A I REVISION 2.... .. ........ .'I PA GE I oF 1 DUKE POWER COMPANY -.... ...CONSTRUCTIN DEPARTMENT PROJECT.. ,..,L.SOIL TEST BORING FIELD REPORT STARTING TIME -op JOB NO. /,- GROUND SU FACE ELEV. ,._.JOB NAME / HRs. MOVING , DATE. A-0 -4

• WEAT14ER ae-44/-4ý1eNSPECTOR f =cm BORING NO.4 &zI.-SC -'sg'* V OCALE UD SOIL CLASSIFICATION AND REMARKS I I0 zo Or-~0: AfA_______________________

+.5.-,____ ____ ____ ____BORING TERMINATED --.BORING REFUSAL L_____WATER TOB DEPTH /)Z 3 WATER 24 HR: DEPTH A&, WATER LOSSES'CASING SIZE, M/ LENGTH A, 4,] .....METHOD OF ADVANCINGBORING DEPTH ROTARY DRILL: W7'MUB; W.aWhIER U41AONEI-eORE TO.TO TO 25630 (5-23180)I FORM, M-27A FORM M.27A I. REVISION 2 DUKE POWER COMPANY CONSTRUCTjON DEPARTMENT PROJECT CJECT.-4 SOIL TEST BORING FIELD REPORT AGEL-,OF 308 NO.- ~STARTING TIME 91-f SOSNO. A}#7GROUND SUýF 9 E ELV JOB NAMEe!'-e h2 --- "a L4K.f(&I~4.4I NRS. DRILIG HRSF IO1G: DA .TE- -/a-/-/-=ý-WAHD5~,--*ISPt~ & ; E NO.-A4zL SAMPLING...- ... -3306" SCAL6- 2N86 310 0 , r , E UD SOIL CLASSIFICATION AND REMARKS I.10 I-On lz "gp- -i- I/1-17 I-1~ ---'o UJ zz.&x 0 ij a I w I -& 1 r.U it II I u<i,/r 0 F-_ _ ---T f zizm IL~ZO0 I1J+ti_ORiNGTERMINATE _ _ -_-J_ METHOD OF ADVANCING BORING DEPTH BORIN'GTERMIN'ATE- ________________ BoRINGREFUSAL.--". POWE IR TO WATER t DEPTH HkeOP: w W'WATER TO WATER 24 HR: DEPTH ROTARY DRILL:.

• W o,,'TO136 WATER LOSSES ,IAM D L&-M TO .CASING SIZE -A- , LENGTH &+/- wtA. uONra" .,.,TO 25630 (5-23-80)I FORM M-27A R -Evil SI , 0 1 N 2 FORM M27A I REVISION 2 I PAGE , L OF. i: DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT " SOIL TEST BORING FIELD REPORT STARTING TIME /,ý'AO JOB NO. .//GROUND SFACE ELEV. A, &.57, ,-JOB NAME G HRS. MOVING T BORINGNS O -="ORING ..SAMPLING 5"L--AiTA 3QV I. 0 , ----- -5O--... --.UD SOIL CLASSIFICATION AND REMARKS III_+ -... I. , t I -I 1- -1 ...5-- ____ ____ ____ ___-j; 7/ ._ _H_""1'J._ .L&/0--I II--- -~-----35 Ki~EIE~~n lz Al-- Cc at U)zo wi.-I-f 1r" BORING TERMINATED, ..,. -9 " METHOD OF ADVANCINGr BORING DEPTH.: BORING REFUSAL ,r., TO WATER TOB DEPTH Z ,/,.&"
• _-,. POWe AUER TO Al:hW.,NzeOP:

V : WP'tV*M TO WATER 24 HR: DEPTH RtAfR*,&-11., WL'MEAJ W,'WAT.. f -WATER`LOSSES -41#C TO CASING SIZE. _ LENGTH A,4J -" )-R E TO 26s630 (54 .2166Y I FORM M727A I REVISION 2 2563 (5I3-8)IFRM -27 REISIN DUKE POWER COMPANY P CONSTRUCTION DEPARTMENT SOIL TEST BORING FIELD REPORT'AGEfL0OFL. STARTING TIME /0 JOBNO. A/A& GROUND SURFACE ELEV. IRZ, 5-07 JOB NAM U '"TtS. DRILLING J9 MO' vING DATIE '-- 6 WEATHERIY f-A4AI~ptTR.ýtAA~J BORINGNOAý SAMPLING'1 6"iIzI CALE UD SOIL CLASSIFICATION AND REMARKS 7 Ick I1'Z__ 4- .~.S.4. ~ -I- I .M 4 .-IJ.~- 4~YA.- 4;-+ ~-~-~-~-- 4--+-4 3~A&'pi zm ZE- -.-4 i pI I1 --I --5-1.04.1", R 4- -I 4 I ,~EflEEJE i,--A IZ*. /'/ .4 ,-s Re ml Agezlý M-- krAl.0-i-i--~-+ -~ -L~. I t if U ,-*- 4.--.- ,-- " 7- 0?-1 ~Cee#Jul.6 '7 13.4j'I g 4-; -."__"-... .-" -'- -'. .. . I~_I;-- -- ----- -.--. -I -r.r-"& 3 .?&r I I (I ----4-I i i'v BORING TERMINATED 32,. 41 METHOD OF ADVANCING BORING DEPTH BORING REFUSAi -- ---- , TO wATeR KV&O WMM:WI*.,T WATER 24 MR: DEPTH _B Z'/,, .WMWl WA E-RA aOIL(A'WATER LOSSES -__ -CASING SIZE Z -V Wl,,W LE H ,D2-1O,,,C-TO .SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Suit Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record Street & City of" Well Location Sketch Map.: (Scee Oxampleoon:backl

2. CUTTING SAMPLES B < E No Geophysical Lags Yes IPlease enclase Indicate water beering zones sea 2nd slie( ;I needed)-. -VCL .L~rm Linitii i.Je ,tartet;I/

,'y-:_ý~ ft ateCompleted: 9/3 Y..:;M. EMd n otar Y El ,Jottedi L oed u EL Air Rotiary El Driven [Cable tool 00 Ogso .-.:.USE- r E-l Dormestic E] Public SuijpIy-Permit No. _____d___,_ 0L Irrigation E] Air Coniclitoining ElCa.......ia El Test W/elI ~ 0 r.rjýI8CASINO; --'-hrioaded [j Welded Diaei 2 a-megt I Surf: A..o.. e.I Typo R-PVC ElGalvarnized Surface___?+/-... '-ft, ElSteel []Otheh Weight lbs,/ft,._0ý,t_ In. to .Y&Kt. depth D Drive Shoe? E] Yes _--NO_ _ in. to ft. depth I 9. SCR EEN: Slot/Gauze ___ I .Q 0 Lensth ./0 Set Between _ ft and__ 2 It. NOTE:MULTIPLESCREENS ftf. and ft. USE SECOND SHEET Sieve Analysis a es (Please enclose) .-No 10. STATIC WATER LEVEL....ft. oelow land surface after 24 hours 11. PUMPING LEVEL Below Land Surface f.after p~A.hs umnping. "L n GP.leM Pumping Test: [] Yes (Please enclose, Yield A -,4.12. WATER OUALITY Chenmicat Analysis ElYes(9imý Bacterial Analysit 0yeeIL_-ft Please Enclose Lab tlesults.13. ARTIFICIAL FILTER (Gravel Pack) i -Yes E] No installed from __it. to 5- 5o .Effeqtive size _.t, Z uniformity coefficient ._ _ _ _14. WELL O UOlFODI []ves['- No Neat Cmnt.. 'I4-"Sand CeMent E Concrete El Other ..Depth From 4- ft. to fl.15. NEAREST SOURCE OF POSSIBLE CONTAMINATION: .-EFesv._..ý 6 _lrDI-ton Adii _Type Well disinfected E0 Yes Type A24&upono ompileiion .-o. A-out 16. PUMP: Dare Installed __I___ .not Installed 8 Mit. namr A//1 -.model no.-___H.P...A v....olts...A4ýLlenqth of drop pipe A- I.capacity A4LGOT TYPE: E-Suibmeerinle El Jet (shallow) E] Turbirte -flJer (deep) f-] Rociprocatioo F! Centrifugal OHC 7190 (" WN11/A COMP I ~I. TO I..EAT~4 OF 0.A~T1 D HEC# 1 90*30`0/ism COPY I MAILXO: S.C. DEPARTMENT OF HEALTHA MONITORING WELL INSTALLATION RECORD JOB NAME: CCOIN--e-AjUJ._XCerO 5+A, stickup 2., concrete collar->protective casing.-grout->/well<- -depth of seal seal.depth of gravel pack->< -depth of seal 'ýz" of screen -X-," of screen2of gravel pack ->of boring 2 :/3 I DATE INSTALLED-INSPECTOR:: C A Medlin DUKE POWER COMPANY GEOTECHNICAL CENTER MONITORING WELL NUMBER: Porm 25630 (R3-87)FORM M-26C REVISION 2--L~L~ ~ 3RD 6" SCAL~~~iz~~~~f~~~ 0 ' 4~f/~ EPWER COMPANY ,P G L0-..CONSTRUCTION DEPARTMENT PROJECT '9 o,,cr SOIL TEST BORING FIELD REPORT STARTING TIME AIJI-JOB NO. Z')'/f ChiEW-,L-" GROUND SURFACE ELEV.JOB NAME-O/ (J./ e- -s HRS. DRILLING -4 IHRS. MOVING AdkL DATE .WEATH 2 2. RINSPECTOR BORING NO.A -SAMPLING 0CA b = 2s6, ND 6I'. MEo 0.....-, p I UD SOIL CLASSIFICATION AND REMARKS-#~A4 ~AA/.4( 1.ffI -. ý35 JF,ý;-/I -k r;W e ý C"-04 /,Ac -K llik, &llm~l-o orn*'1 c~J-or LLz 4n 0-111,3 f v BORING TERMINATED , " METHOD BORING 'DEPTH BORING REFUSAI Pu "T-WATER TOB DEPTH -, 2 ' -_ " T WATER 24HR: DEPTH .., Ft TO-.WATER LOSSES ,IAM ci.70 -w'u -TO.CASING SIZE LENGTH 9446t=M7 Form.25630 (R3-871 I FORM M-,26C I REVISION '2 IIrn253 (I-7 IIII "1RMI II i-6 REllISIOIII 2--iRD6~ SCAL~7,.P1 NGE --'OF--?-DUKE POWER COMPANY CONSTRUCTION DEPARTMENT SOIL TEST BORING FIELD REPORT STARTING TIME AJ 1 1-JOB.NO. z ez,.. GROUND SURFACE ELEV.JOB NAM HRS.AIIJ!ING, 2A&Z HRS. MOVING 2-.DATE 2.-Z.f.gLWATtiER NSPECTR;BRN SAMPLIlNG. --_2ZSCAL AST IR:f RD V_E UD SOIL CLASSIFICATION AND REMARKS 1' 1 I I =..... 1"P K- -, -....- -': --L _ ___"- -7 c-0 o-i A 4' .<-uJo 2!-C.zoo-'~BORING TERMINATED ,-9 METHOD"OF ADVANCING BORING, DEPTH, BORING REFUSA' A .PQWELAUGER 1 TO5 WATER TOB DEPTH 6-1,Z ' ' -d- AT WATER 24HR: DEPTH ., " I AL L TO-WATER LOSSES, -.-TO CAS.'.INUlS!ZE LENGTH 649'.-.. L :--T SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record Street address & City of Well Location/ ~' t. cate Completed;

6. E]Mud J] Jetted B orer ] Dug,[]

[2 DriLe,, [2Cable tool 0 tier 7. USE:[_oomestic lt Pubtic Supply-Pernit No.-. []j,,u,,,v [ Irrigation [2 AiC.Conclitonin, 0 Sketch Ma: (Seeexarii'ple on baek)N1rt 2. CUTTING SAMPLES e] 'No Geophysical Logs []Yes (Please enclose) i No 1-. -F So 8,CASING: [] Welded Diam.... -.." Height: Above/4.er Type [LýPVC []Gatvarzed I Surface 2,..t osten 0 0orber Weiqh_ Ibs.!ft.in. to Z ft. depth Drive Shoe? [ Ye No to. no ft depth , 9. SCREEN: Type: i Z ""-Slot/Gauze 0/C Legth C Set Between r,, , h.n It. ard , ft. NOTE: -MULTIPLE SCREENS It. and tt. USES ECOND SHEET Sieve Analysis i-' Please ernclose) C]No 1O.STATIC WATER LEVEL S O t. beiow land surface after 24 hours 1. PUMPING LEVEL Below Land Surface A___._ 5f. ft. after ._L- )hr pumping .J16 G.P.M.Pumping Test: [ Yes (Please enclose) ,No Yield'12. WATER QUALITY Chemical Analysis C2Yes-No Bacterial Analysis [2Yes5No Please Enclose Lab Results.1t. ARTIFICiAL PILTER (Grase! Pack) EE'es [2 No r ~ft I,,stelled from tT.........., O / ft. to / 5 ft.Effective size &ý. uniformity coefficient 0 /3 14. WELL GROUTFID? 'VesfNo Neat Ce..ent , :-3-Sand Cement i Concrete E] Other [D Depth F .' o t. to .ft.15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:-,..a-F Orctien S / .V F Type Well disinfected -l Yes Type- -upon complelion IN No Amount_,'/ L 16. PUMP Date Installed , Z not installed M~fr. namne ______el no.- Amoclel H..._ AM*.ols .. oleg of drop pipe .capacity -_!-9 TYPE. (nJSubmersible [2 Jet (shallow) Li Turolne 1 1 MONITORING WELL INSTALLATION RECORD JOB NAME: K-_-c- rr {+A locking cap>.security plug -e__, well stickup concrete collar->protective well casiJ of seal -0 o S.-- depth ,of gravel pack-><- depth of seal of screen-gravel S i depth of well threaded cap JAL~ depth of gravel pack ->of screen<-----depth of boring 4A " DATE INSTALLED: INSPECTOR: C A Medlin DUKE POWER COMPANY GEOTECHNICAL CENTER MONITORING WELL NUMBER: /) Form 25630 (R3-87)I FORM M-26C I REVISION 2 i:R~ ( K) e) 5-25~-7 _ _I__II__I_T,; -s t R,? " v DUKE POWER COMPANY .PAGE L .F..L -CONSTRUCTION DEPARTMENT flpN PROJECT CONMe_SOIL TEST BORING FIELD REPORT STARTING TIME JOB NO, GROUND SURFACE 0O, NAM" HRS. DRILLING _ HRS. MOVING DATE ýA?-%3,1`X2 WeATHER INSPECTOR eýý," 6BORINGNOA/ SAMPLING-ISTV 2NI26A 3R 6~T~z .3 CA!0 5t Ll E UD SOIL CLASSIFICATION AND REMARKS.10 Yid. 4 `J II -, -I --U.3. 1.. 9 'Z V.... I A -1 30.i0'a w iL -c W.0 I-J 4c.~U)CL.v BORINGTERMINATED _____,_____ .METHOD OF ADVANCING BORING -DEPTH BORING REFUSAL ...POWER AUGER " ',", 0 ."'WATER TOS DEPTH ,,./', I -TO WATER 24 HR: DEPTH. ___AND Y 811F .W *Yuu .N 0, -:TO" " ~~~ROTAIW ... LL. ,.. ..... W ........R -TO WATER LOSSES ,I X ,'f -TO.CASING SZE~ A& LENGTH ~DA0OeR T SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record 5. WEL LDEPTH (CoOmplLted} SDtaarted:. .' 3 lb1 jt. ~GateConipered:-/9' .6. El MOd notary ji] JJleteOr I " so ... El D ug El Air Rotary [] Driven ..-cable tool [LO~ p~er" .Street address & City of Well Location Sketch Map: (See example on back)MA-I 2. CUTTING SAMPLES Er-lNo.Geophysical Logs D Yes JI'lcasc enclose) 1 N t0o..,, .11. -ti Po~ oeo0 1.4.1 T-' acI r/Do mrr estir[] Irrigatiorn ] Public Supply.Permit No.[,:Air Conditioning nI MImn~%ý11rý

• Qinrtr~r.try

~8.CASrNG. [ahreaded [] Welded Diat. ZI Height.; AbosC/9M4 Type ffWvC [.]Galevized I Sur'ace .," El Steel [lother iqs ______Ibft --in. to _20_T dePtil rvOSo? EYes.N____ n;' -tO. :ft. (iC" tll' i 9, SCREEN: _Slot/GaU.e 0 It) Length .Q , Set Between ... It. and _ *it. NOTE:-MULTIPLE.SCREENS -ft. and -I_,t. USE SECOND SHEET ieve A alys~s -[L (Please enclose) LINo 10, STATIC WATER LEVEL Of ft. below lafld surface after 24 hours 11. PUMPING LEVEL Below LandSurface .' ft. after Ja hrs. pumping J .._ G.P.W.Pumping Test; El Yes (Please enclose) R]No-Yielld AJY~12. WATER QUALITY Chemical Analysis lYes[3 No Bacterial Analysis EYeslNo Please. Enclose I.ab Results, 13. ARTIFICIAL FILTER (Gravel Pack) [Ees F]No Installed from it, C Is to coefe nt .____It Etlectlve tize ........ k.- uniformrity coefficient .C 3 14. WELL GROUTED' [YesfNo Neat Cement .. -Sand Cement [j Concrete .[ Other _ _Depth From _ ,____ ft. to Z'.0 ft.15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:J -I2F _ .GOr.cilan A)IA -Type Well disinfected [] Yes Type upon completion rKNo Arrnount tNL.16. PUMP: D'ars-erstalled "-, __not insteltod Mir. name..&Aý ý .. t'tiodel _____________ H;P. . A,1k Length of drop pipe A!_1.T. cepacity , gpn'TYPE. E-l.Submersible El Jet (shallow) Tuihine'I Idicate water bearing zones I (use a 2rnd sheet if needed) MONITORING WELL INSTALLATION RECORD JOB NAME: tC'Jc\c S-, locking cap security plug ., I ýwell stickup 2concrete collar->protective well< -depth of seal 5.O D depth of gravel pack->of seal 6"o--of screen ZL Sc depth of well.threaded cap depth of gravel pack->of screen / F-0<----depth of boring /&.y DATE INSTALLED: INSPECTOR: C A Medlin DUKE POWER COMPANY GEOTECHNICAL CENTER MONITORING WELL NUMBER: --' Form 26630 iR3-871 I fORM M-26C REVISION 2 IIIIII 25630i 111111 I III IR-7~F R II-I6 ...REV ISION 2 rh""ir(5 ! D"rwes ,,..eý',, WUKE POWER COMPANY CONSTRUCTION DEPARTMENT ,,4/A PROJECT SOIL TEST BORING FIELD REPORT A GE- 10OFil STARTING TIME dlA-JOB NO. GROUND SURFACE ELEV,.__. _"_JO8 NAi HRS. ~ILLING -MAZRS, MOVING DATE 2z9L WEATHOUR 6 / 4 I`SPECTORALAe,2dL BORING NO. ,9/SAMPLING i1T o I -a I IRO 6 SCALE UP SOIL CLASSIFICATION AND REMARKS-0 itII.-5-iLu-In A~rA4/,~- ~4.,u 8.z3- 1 Z2~AMCJ Z cc-4 4-4-35 AI~.-+ 4 ~-4--4, ..... .-4 -4 I IYU." -BORING TERMINATED METHOD OF ADVANCING BORING DEPTH1 BORING REFUSAL -POWER AUGER WATER LTOBDEPTH .-71.6 ASSNWND:W~AE TO-WATER 24 HR: DEPTH OTW--a M-VLt:t- TO---CATER LOSSES SING S "..CASING SIfZE .,; ~ q LENGT ... ... .. ..... ....... E I SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record Street address & City of Well Location 5. WELL DEPTH (Completed) ft.116. [ Mut Rotary .[] Jotted[3 Air Rotary [] Driven wlale CDalle d, c V -,4r_ato Completoed: l -o e 71Bored LI] Du[Cable tool &110;I Sketch Map: (See example on back)2. CUTTINO SAMPLES GohsclLogs I Yes (Please enclose)SIN1/2-Indicate water bearing zones" (use A 2nd sheet if .o_..," 7-.US E E- DOmeostic D Public Su'pl1ly Permit No. _, Inenituy[E Irrigation [- Air Conditioning fJCcurneere'et 0jTest Well , M c I , -o _ _,__......... B.CASINc; [3 Welded .~~rrt H.1 eight: Above/Se~erW Type Ef-PVC [_Galvanizea I Suace .... _ , It.[ Steel [E Othe r , Weight tbs./flt._,__in. to __ .f. depth I, Drive Shoe? D Yes fNo in. to ft. depth i 9. SCRE EN:.;Tyoet IDiary Slot/Gauze 1)10 Length .s; 'Set Betwoee ' It. and- .7 t. NOTE:'MULTIPLE SCREENS_ ftnd f__ .__ USE SECOND SHEET Sieve Analysi lSes enclose) []No 10. STAT1C WATER LEVEL 3- It. below land surface after 24 hours 11. PUMPING LEVEL Below Land Surface ft. after ._L4.hrs. pumping k)/&L G.P.M.Pur..ping Test; -- Yes (Please enclose) a 12. WATER QUALITY Chemical Analysi5 [3yetsNo Bacterial Analysis [Qyaec&NO Please Enclose Lab Results.13. ARTIFICIAL FILTER (Gravel Pack) [A6s r-}No," Installprd from f---J-.. -- tt. to I I0 .tt.Effective size ., uniformity coefficient Q 13 14.WELLGROUTE9S CE]etslNo Neat Cement E3-- Send Cement [J Concrete C] Other []Depth From 11 -1 I so f't.15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:-t .Fset -NIA-.Diretin /Ad'A. --Type Woll disinlectod El Yes Type"upon complolloni. Amount ) _16. PUMP: Date Installed .ainsted Mll. nre / .modolino.. M ,,.P,__/fr olt,_./.9 ,olength of drop pipe ZY,01t. capacity gpm TYPE: [FSubrersible [3 Jet (shallow) C3 Turbine Ii M e I., rer I R-;_-_- -F1 r -"inrrrilr I&.*ý.ýtlkkNOV-%-,-,ý,ý-ý11--ý,ýýýoýa,ýll-ý:ýk"Oý,ýýFi!llýý,kýM-RnMV7K11='W11' ýyi.l IE ..... (0 86 yY 1MAL O .. .. .... .. .. ... ..C....... .. M.N..... H. ALT..DHEC 4t 1903 (10/86)COPY., 1,MAIL TO* S.C. DEPARTMENT OF HEALTH, MONITORING WELL INSTALLATION RECORD JOB NAME: -_ A0 ceO-r 5tA, locking cap >security plug > w s "< -well stickup Z,"_'concrete collar->protective well casii sea4 4%--' depth of gravel pack-><-- -depth of seal<- depth of seal------depth of screen 7, 0------depth of screen<----depth of boring screel*,-, depth of gravel pack ->DATE INSTALLED: 9-9-INSPECTOR: C A Medlin DUKE POWER COMPANY GEOTECHNICAL CENTER MONITORING WELL NUMBER: __-__ Form 25630 (R3.87)I FORM M-26C I REVISION 2_______ 3ST6~ ~t1Q.j 1R06" SCM J> Z;Jý -36 ; Z5- Z L5 "=F DUKE POWER COMPANY r.NSTRUCTION DEPARTMENT PROJECT _C2 J SOIL TEST BORING FIELD REPORT SAGE ' OFFL, STARTrINGTIME__________...... JOB NO. GROUND SURFACE ELEV.______ JOB NAMEC-., k IIRS. DRILLING HRS, MOVING-DATE-A4 9-6/0 9 .L- 5WEATHER 1, hIrt/kA NSPECTOR "R NO r SAMPLING-0'i- -----;i,E UD0-1-~n2 On SOIL CLASSIFICATION AND REMARKS wmI 1 -,,-fll I ý I , W I,, *m m-I__0.... -----35 US Z4 ~I-Kt Ln~a-S00-~ I~. I-I1.-BORING TERMINATED , 3 "' METHOD OF ADVANCING BORING DEPTH BORING REFUSAL -POWER AUGER ap '0/.O W A T E R T O B D E P T H 3 ; P --,-D C P;,,.*.. ...T WATER 24 HR: DEPTH--_Tf _l,, :.'M i RTO WATERNLOSSES t ')'LE Tej -TO CASING~~~n.AehKeRE STOLLtL N TH4L_____________ I FORM M-26C ' REriS!ON 31 Form 25630 (R11-92)DUKE POWER COMPANY, PAGEOF , PROJECT ,c p.:.SOIL TEST BORING FIELD REPORT BORIN NGO*. --STARTING TIME .4 iA JOBNO. N1_- GROUND SURFACE ELE.V.JOBNAME V " L/. HRS. DRILLING _1 }/. rRMOVIN624 DATE. ..WEATHER INSPECTOR/DRILLER j -/ A____AfIj1NG. F -I K E$CAL~0.5 LE UD I l SOIL CLASSIFICATION AND REMARKS BI-4-4 ~4 --~.in..4 ~, 5 t:o=E~0v a 0 y CS M.J&A.0-I-'.7+j:111 V-4.1~-4, I BORING _____________ _ METHOD OF ADVANCING BORING BORINIG RIkFUi -POWER AUGER WATER TUB DEPTH_____________ __ HAND CHOP:W/MUD:W/WATER TOr WATER 24 HR:DEPTH ROTARY DRILL:W/MUD:W/WATER TO WATERLOSSES 'DIAMOND CORE TO CASING SIZ` I -lA -LENGTH SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Wait Record ft. Dare Completed: Q.-Il% A+Distance And Direction iron Street address & City of Well Location Sketch Map; (See example on bacik)2. CUTTING SAMPLES El jyesp No GeophysicalYe (Please enclose E A-r- c-\G Indicate water bearing zones (use a 2nd shoot, if neededi),,, ~ fa .' f.' I.DMuj Sotiary Ej fatted El oredi (JDug C] Air Rotary ] Drier, Cable too[7. USE: El Domestic [ Public Supply-Permit No. 0__-__ _ teecry El Irrigation El Air Conditioning OComeacla 8CA$SING: [ZThreaded DJ Weidedi Iif -t 'l Height: A~l.u.ue/Selow ItI Type rPVC EGalvanized I Surface._ It, Steel [:]Other _ __Weight Ib_./ft.no It. depth Drive Shoe? 0 Yes X No in. to -ft. depth s9SCREEN: I .f Slot/Gauze I I Length Set. Between i13 .1 ft. and 23 .7 ft. NOTE::MULTIPLE4SCREMS ft. and ft. USE SECOND SHEET Sieve Analysis [] Yes (Please enclosal jMNO 10. STATIC V(ATER LEVEL 10._STATIC fATER LEVEL"O .0 flt. below land wurface after 24 hours 11. PUMPING LEVEL Below Land Surface 1... : -.ft. after -- hrs.Pumping Test: ] Yes (Please enclose)oum.rping 7 G.P.M Yield 12. WATER QUALITY Chem lcal, AnlyVsis Q]YosI No Please Enclose Lab Results.Bacterial Anailysi, 13. ARTIFICIAL FILTER (GrivelPa(:ck) f.Yet [No Installed from i/.t. to I, .Effectivesize___LIP uniformrity coefficient 5 14. WELL GROUTED? Ye]-iJNo Neat Cement. Sand Cement ED Concrete C] Other 0 Depth From -* 'ft. to s_ _ It.1 5. NEAREST SOURCE OF POSSIBLE CONTAMINATION:..-. F.t-_. Direction ype Well disinfecled 0 Yea Type upon completion No Amount -16. PUMP: Date Installed ---not Installed .Mir, name .modeIl no. -H.P, -volts-_ _length of drop pipe '___ It. capacity "g ,TYPE: E Submersible C Jot (shallow) 0 Turbine F1 Jet (deep) --1 Reciprocating

r. Centrifugal

.~ RECOVERY WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION-flush-mounted cover assembly locking security cap grout well casing__idepth of gravel pack->gravel pack screen threaded cap, 24.5',-- depth of gravel pack->asing A\\8.1'<- -depth of seal 11,1-depth of seal-- depth of screen 23.7'---ýdepth of screen 24.5'<----depth of boring*1 -.DATE INSTALLED:8-13-94 INSPECTOR: J.W. MEADERS DUKE POWER COMPANY GEOTECHNICAL CENTER MONITORING WELL NUMBER: A-13 ýnqineer Topographic Laboratories Star Chamber Expediti.do 8/15i1994 ,=-. --.----. ---. .-.------------------- All input values a'ce NMý2.7,, st'ate plane zone 3901 (FEET).All outpuf values r 47, qeog'raphic coordinates. or -------.--------------------STATION" A13 Lid 796.,69 Pipe 796.45 Convergence Scaie Factor INPUT (transformed to) OUTPUT 658562.002 N 1429523.170 E-1 21.46 0.99997319 34 47 42.06427 N 82 54, 0.53315 W I D, U.S. Army Engineer Topographic Labs, CORPSCON V2.1, Page i. of I Form 25630 (Ri 1-92)I FORM M,2GC. 'IREV(SION 3 DUIKE POWER COMPANY I PAdE-L-OF..L. PROJECT SOIL TEST BORING FIELD REPORT STARTING TIME Dinlnowlh i IDADec' El CIIc BORING No. A- I *-m'fR kn tm A A, --unuunu [--L.LI.JOB NAME M6 -rcsL f.Jitsl-%( H .ItS., DRIW INO-. k14 ..... _Rs. MOVi ING A4z DATE, -13L4f4 WEATHER C-~J INSPECTORIDRILLES ~(I 14.(.h 6 4:SAMPLING ý _, ljsTr.jNnfi*hA6F SCALE UO SOIL CLASSIFICATION AND REMARKS-__ I ,, I~4-I-i. -*1- -+-+ + -+ -+-U. -i4o ~OjL i4Ea ~.5. -0*-I-&________________________ C-2___________________________________________ C 2 C 0 -3 C C IPJAT~)Li U u C.I-Li Li aLA U C I C.0 C-I-V3 C3-LA U.6-z........... ... I BORING TERMINATED

i. .. t METHOD OF ADVAN[CINGBORING DEPTH 0R ING REFUSALL--

POWER AUGER WATERTOB DEPTH_....__ _ HAND CHOP:W/MUD:W/WATER WATER 24 HR:DEPTH e .ROTARY DRlLL:W/MUD:W/WATER TO WATER LOSSES DIAMOND CORE TO 6CASMNW SIZE r LENGTH -..______...... .. _ ,_ .........c SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street (803) 734.5331 f ~ It. Date Com~lIed: 1 -13~6. 0Mud 14toly fj etteo C Boren' 0 Dug CAir Fotarv C Driven C cable tool i.r Street address & City of Well Locaron Sketch Map: (See examole on back).?7 U SE :" Q Public SuppY.Per-it No.. .wgssv 11 ý ' 1 -..I rrigation 0J Air Co~ndito§njng Qereee%~Sti.~Thrtas od Q Weldedi I Height: Above/Below Type ~PVC []6alvanized

1. Surface-_

.......ft.l- Steel C] other Weight -_ lbsm.1t.in. to .... depth oDrive Shoeo? CYet , No_____,in. to __."I depxh 2. CUTTING SAMPLES Li-- Pes F-Yes (Please enclose) F1 No Geophysical Logs Iritficate water bea~ring 2 ones ARTIFICIAL FI LTER AGravel Peck) tYes E3 No Installed from _ _____ft. to .o Effective size "lik uniformt' eCo efficlent'evo- Lb, z DIOM-Slot/Gauze e ~n0 Lengthy 10 Set-Between UJL ... A t. and Z-" -(I. NOTE: AMULTIPLE SCREENS-i. anti _ _ __ USESECONO SHEET Sieve Analysis [] Yes (Please enclose) g[No 10, STATIC WATER LEVEL* .1.0 ft. below land surface aftie 24 hours 11. PUMPING LEVEL Below Land Surface-_-_-_ --------_ft. after -hrs. pumping G.P.M.P6"rnping Test: F]Yes (Please enclose) ONo Yield 12. WATER QIIAI-ITY. Chemical Analysis [3Y-Q0 No Bacterial Anak/sis EYes oNo* Please Enclose Lab Results.14. WELt. GRtOUTED? JýYeaQlr3lio. Neat Cement n Send Cement C Concrete C] Other _ __.Depth From .ft. to (1-1 -.. ft.15. NEAREST SOURCE OF POSSIBLE CONTAMINATION: -_Feet -DirctIon Type Well dislnfected [] Yes Type upon COmpetonCL No -Amount 16; PUMP: Date I.stalled -not Instealledr Mir; name -modl no._ .___ , H.P. volts _ length of drop pipe _" it. capacity j.:: gpm TYPE: C]Submersible E3 Jet [shallow) T Turbine S4-d REPRESENTATIV RECOVERY WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION--flush-mounted cover assembly locking security cap-\ \\\ \\grout well casing seal 9.8'depth of gravel pack->gravel pack screen':threaded cap.17.0'1 depth of gravel pack->.5'casing 6o.8'th of seal 9.8'th of seal of screen 22.4'.of screen 23.0'<----depth of boring DATE INSTALLED:8-13-94 DUKE POWER COMPANY MONITORING WELL INSPECTOR: J.W. MEADERS GEOTECHNICAL CENTER NUMBER: A-14 Engineer Topographic Laboratories Star Chamber, Expedition 8/1511994:'A1.1 input values ar6 N'Ab'..'.7, state plane zone 39.01 (FEET).AT output values are" NZ7. 9eographic cobrdinates.

---

. ..........STATION ,A-14 Lid 797.09 796.76-.Convergence Scale. Factor INPUT (transformed to) ,OUTPUT 658585.482 N 34.47 42%30718 N 1429580.944 E 82 53 59.84582 W-i 4 21.08 0.99997320 UJS. ArmY Engineer Topographic Labs, CORPSCON V2 .1, Page I of' 1 I I#00"wm.4ý60

'I REVISIONS, Formf 25630 (R11-,92)r~rir~ 25630 1R11-92~ FORMM.26C REVISION 3 DUKE POWERCOMPANY I 0Ar.E.+/-.OFJA .SOIL TEST BORING FIELD REPORT BORING NO ...... !%'r \1 STARTING TIME ...._r_ _ _ _Jo .\ A B .. .. GROUND SUAFACElE WV.-jo IBlAM ý&V~rmu tsk- IlS. DRIWNGA4AN HRS. OV IN Ana-- _._Cq~jWAT Er?6. ý NSPETOR41 UE_;LA)- -N IK ump 11 1'1ý ., -1. SCALE uO SOIL CLASSIFICATION AND REMARKS-T5" oMOIL 5NtALIOG 7 rla.0w 0..to ri-_BORINGTERM INATED I I METHOD OFADVANING'BORING _DEPTH BORING REFUSAL ___ POWER AUGER 0 TO'7.0 WATER TO E DEPTH HAND CHOP: WtMUD:W/WATER -TO -WATER 24 .R..EP.TH. ROTARY DRILL:W/MUD:W/WATER -TO-.WATERi LossiS DIAMOND GORE -TO, CAWGSING _ SIZLJI -MILENGTH LL. ______________ ____ SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Divislon 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record L I r i- -i I t -~I Street address & City of Well Location Sketch Map:' (See example on back)2. CUTTING SAMPLES L]N'ea'NC O Yes:iPleaeaenclose) [ZNo 55-s ATTrA'-A __id in cale water bearing 2ones (use a 2nd sheet if needed)I I IZ..) f~. Date Completed: -9~ ' j 6. 1} Mud Rotary E] Jelled 0 Bored 0Dug C3Air Rotary Driven QCable 100L 7. USE: 0 Domestic E] Public Supply-Permit No. _ _ Inrusiry 11 Irrigation U Air Conditioning OCommetartl TetWell .N&BEcAsiNG: Threaded U Welded I Diain. I Height: Abn /Below Type t3 PVC E-Galvanized Sur.face ft.[ Steel 0 Other Weight, _ Ibs./( t._ in.to *..3Lt. depth Drive Shoe? 0 Yes M_No in, to ft. depth Type: j LbcX~.. De.Slot/Gause 010o Length Set Between .It. and \V2

• f .ft. NOTE; MULTIPLE SCREENS" ft. and t. USE SECOND SHEET Sieve Analysis []Yes (Please enclose) WNo 10. STATIC WATER LEVEL." ft. below land surface after 24 hours 11. PUMPING LEVE L Below Land Surface ft, after -hrs. pumping 0 G.PM.Pumping Test: Yes (Please enclose) F--NO 12. WATER QUALITY Chemical Analysis [3Yes'p No Bacterial Analysis -"YesWNo Please Enclose Lab Results.13. ARTIFICIAL FILTER (Gravel Pack) 10Yes QNo Installed from 5.0 It. to X-7 .0 ft.Effective size -"e uniformity coefficient 14, WELL OGOUTED? C.YesrlENo Neat Cement Sand Cement 0 Concrete n Other fl Depth From " 5 ft. to 2. o ft.15, NEAREST SOURCE OF POSSIBLE CONTAMINATION:',, -- Feet -- Olr-li1n Type Well disinfected C- Yes Type upon completion

-.No Amount_-16. PUMP: Date Installed -Anot Installed Q Mir. fin.- model n._, H.P. -volts -length of drop pipe -It. capacity gprl TYPE: QSubmersible 0 Jet (shallow) 0 Turbine I.(1 5I~ DATE INSTALLED:8-11-94 INSPECTOR: J.W. MEADERS DUKE POWER COMPANY GEOTECHNICAL CENTER Itni neer Topographic Laboratories Star Chamber Expedition 8/15/1994input, values ave state p.la.ne zone 3901 .(FEET')'Alf output values are qraphic codrdinates. -LTATION -:' .A-:.-7". Lid 801.31 INPUT (transformed to) OUTPUT Pipe 801.09 658816.602 N 1429570.025 E-1 4.21.18 0.99997328 34 47 44.S9090 N 82 54 0.02859 W:" ""4',,o ve iiV .rL I1(Scale.Factor F..E--- -- --------- -U.S. Armrv Engineer Topographic Labs, CORPSCON V2 ,11 Page 1 of 1, I FPFIM M-200ý I REVISION3 Form 25630 (Ri 1-92)DUKE POWER COMPANY L PAGELO-FL-PROJECT4ahT... SOIL TEST BORING FIELD REPORT BORINGNO. .A _ ______ STARTING TIME ,,; ....,- ,, *JOB NO. t~~~~~AP% ~GROUND SURFACE ELEV.______________ JOB'm rAI t~Mvreg \'b,4~ HSDlRiuImkLJ1AHMsMOVING A1 D~~~~li ~L? C--.3 WETH A'~o-INSPECTOWjRILLER .tce 4 W4qý r 'I ARTR. 7UnR'JlRBff', SCA---.5.. ... ..UJ£.E Do SOIL CLASSIFICATION AND REMARKS..-..-.- - 7.2 en to a" I.-=0 0u I-BORING TERMINATED z r *vMETHOD OF ADVNCING BORING DPH BO -RING: R EFU.PISAL IA '.A POWER AUGER oT01'V-I WATER TOB DEPTH___________________ HAND CHOP:W/MUD:WIWATER Tg-WATER 24A, HR I -IJELfH ROTARY DRILL:W/MUt):WIWATER -TO-WATER LOSSB DIAMOND CORE -TO-,- .SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record I Co0plete-), (J I , =Distance AnDreto frorn Ro~ad, Iriersectlons ~i ~tr"$& Citv t %;Vll Locatiobn, Sk a ch Mp: (See xcehple on back)°p."'.'kk VA Date Co"p-.sed:

q. 1 ..4-6. El Mud Rotary l Jttejd Boren E Dug Air Ameary 0l Driven C] Cable tool [KOthe, 7. US E;C3 Domestic C] Public Supply-Permit No. __ _ linduaruy El Irrigation

[ Air Conditioning QCOmercil.cSeN: &Threaed We W alded t Slo/Gae__________ Height; ALent w/Below:Type %LP VC [Gl"llanizad I Surface " I.11 [] OtherWegtbs/,-in., toE;At et rive Shoo? []Yes in. to -- ft. depth iý9. SCREEN:'Slot/Gauze ý 616( Lengtfl /@f 2. CUTTING SAMPLES TYe$ (PlaaIeenclose) F" No Geophysical Logs Sat Between 1.L. ft. and , NOTEU-PMULTIPLE$CREENS ft. end -f t. USE SECONDSi4EBT Sieve Analysis [] Yes (Pleaseenclose) 0No I.1 I I.I Snldicnte water bearing zones (use a 2nd shioat if neeled)10oSTATlIC WATER LEVEL , l ft. below land surface after 24 hours 11. PUMPING LEVEL Below Land Surface__ _ _ ft, after _ hrs. pumping G.P.M.Pumping Test: E] Yes (Please enclose) --No 12. WATER QUALITY Chemical Analysis E]YesI No Bacterial Analysis oYes[V No Please Enclose Lab Results.13. ARTIFICIAL FILTER (Gravel Pack) juYes El No Installed from fO* It. to I I ."- ft.'Effective size kv uniformity coefficient (.15 14. W1ELL GROUTED? r~YeaiNo ," Neat CamantW Sand Cement +0 Concrete 0 Other D , Depth From f It. to ft, 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION: --Feet retlion Type Wel disinflecled 0 Yese Type -upon complalion El No Amount -16. PUMP:, Date Installed -not Installed 0 o mit. name' modal no. -H.P. volts -length of drop pipe -=It. capacity .,gpm TYPE: [ Submersible 0 Jet (ekhaJlow) 0 Turbine fl Jet (deep) F1 Reciprocatino Fl Centrifugal 751-31 DATE INSTALLED:8-11-94 INSPECTOR: J.W. MEADERS DUKE POWER COMPANY GEOTECHNICAL CENTER Engineer Topographic Laboratories Star Chamber Expedition 8/15/ 1994---------- --- t input values are NAV,12-7, state plane zon.e 3901 (FEET's All' output values a-'e N coordinates.

---

S TAT ION. XNPUT (transformed to) OUTPUT*A -'U Lid 804.34 Pipe 804 .14 CGnvergence Scale Factor 658871.211 N 142954,1.782 E-1 4 21.38 0.99997330 34 47 45.12575 N 82 54 0.37943 W a UJ.S. Army Engineer" TopographicLabs..

CORPSCON V2.1, Page 1 of I SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Olvielon 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record I. LOCATION OF WELL-ly. vt ~N 5. WELL DEPTH (I Iq 1 .Distance And Direction from Road Intersections Street address & City of Well Location teil) Date Started: 1 -l .9 ---ft. rate Completed: 1.3 -0..-7 _Jetted 2ksoreri 0 Dug Driven [3 Cable tool [] Other 6.0 Mud Rotary f-0 Air Rotary F[Sketch Map: (See example on back)7. USE: 0 Domestic [ Public SupplV-Permit No. i___ ndustry C3 irrigation E] Air Conditioning OCom..er.al D Test Well t0J O I tj 8.CASINGo aThreaded E) Welded Diam. _ _: Aboe Heght: Type g PVC UGevanced Surface _-,2" ft.[ Steel E] Other Weight lbs./ft.0.0 in. to ,.L5ft. depth Drive Shoe? [J Yes & No-in. to ft. depth I 9. SCREEN: Type: _______ Di_Slot/Gauze .0/0 Length /0,0 Set Between -14 1," ft. and ___,__- f ft. NOTE:-MULTIPLE SCREENS-ft. and ft. USE SECOND SHEET Sieve Analysis '] Yes (Please enclose) ONo 2. CUTTING SAMPLES { Yes- No Geophysical Logs D Yes (Please enclose) MV No~~~i; jr~.5ICKNE5 DETFQ~ ~CF SO~WM F 10. STATIC WATER LEVEL/9o 3 e ft. below land surface after 24 hours I S 11. PUMPING LEVEL Below Land Surface A ft.after .dAAtir,. ,g G. P Pumping Test: 0 Yes (Please enclose) [ONo Yield U 14-12. WATER QUALITY Chemical Analysis E]Yes[Z No Bacterial Analysis -"YesoNo Please Enclose Lab Results.13. ARTIFICIAL FILTER (Gravel Pack) ZYes EJNNo Installed from ft. to 30,7 ' t.Effective size , 0 i uniformity coefficient 2.14. WvLL [YesoNo Neat Cement P Sand Cement C) Concrete C] Other eJ Depth From 0O 0 ft. to /ZL', t.15. NEAREST SOURCE OF POSSIBLE CONTAMINATIO N -FOert. _.- tion Type Well disinlfected El Yes Typ upon completion KNo AmouotA/_ _t t Indicate water bearing zones (use a 2nd sheet if needed)r......... rI-1la osrIs CPYiALT : S.C ". -EATMN OF .EALT.16. PUMP: Date Installed gW-A! t --not installed g.L Mfr. name ....A...Z/&, model nO.-,a-H.P... A4lk.voltf...A4/z length of drop pipeAAIt. capacity TYPE: C"Submersible 0 Jet (shallow) [] Turbine AUTHORIZED REPRESEWNTATIVE AND ENVIRONMENTAL CONTROL (ADDRESS ABOVE)n1-11:17. a IOWA $IAIAAI CUPY I MAIL TO* S.C. DEPARTMENT OF HEALTH I- PAGE 1 OF DUKE POWER COMPANY PROJECT Oconee Nuclear Station SOIL TEST BORING FIELD REPORT BORING NO. MW-RP01 STARTING TIME n/a JOB NO. 7320LANDFILL GROUND SURFACE ELEV. 783,96 JOB NAME MW Installation MSR Tube Bundle HRS. DRILLING n/a HRS. MOVING DATE 12-03-93 WEATHERsunny/mild INSPECTOR/DRILLER CA Medlin, J H Barker SAMPLING -" UD. ....isArP" 206N 3RD6 U 0 SOIL CLASSIFICATION AND REMARKS 1172' 5 9 11 5 Strong brown micaceous silty fine to medium sand 5.7, 2 9.2' 5 7 10 10= Reddish brown micaceous silty fine sand 10.7'3 14.2' 3 4 4 _15 Light brown very micaceous fine sandy silt 15.7'4 19.2' 3 2 7 Rusty brown very micaceous fine sandy silt 20.7 _20o 5 24.2' 2 3 4 _25 Strong brown very micaceous silt fine sand 25.7'6 29.2' 8 13 14 _30 Light gray mcaceoussiltyfine sand 30.7'Boring terminated @ 29.2'__-35 BORING TERMINATED 292' METHOD OF ADVANCING BORING DEPTH BORING REFUSAL n/a POWER AUGER 0.0' TO 29.2'WATER TOB 19.6' 12-01-93 HAND CHOP: W/MUD: W:IWATER TO WATER 24 HR: DEPTH 19.3' 12-02-93 ROTARY DRILL W/MUD TO WATER LOSS t/a DIAMOND CORE TO CASING SIZE n/a MONITORING WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION< -TOP OF PROTECTIVE CASING TOP OF WELL< _PROTECTIVE CASING GROUT-WELL CASING Ib DEPTH OF GROUT DEPTH OF SAND< -TOP OF SEAL .'BOTTOM OF SEAL @< -.DEPTH OF SCREEN SCREEN<-GRAVEL PACK__DEPTH OF SCREEN.D<- EPTH OF HOLE 30 DPO/L10)DEPTH OF SAND DATE INSTALLED/Z -OZ -Ez WELL NUMBER L" PC I C. A. MEDLIN INSPECTOR Engineer Top6graphic Laboratories Star Chamber Expedition 12/9/1993 All input values, are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geographic coordinates. STATION INPUT (transformed to) OUTPUT MW-RPOi ELEV. 783.96 Convergence.Scale Factor S9.149.0O. N 143130i.790 E-1 4 9.50 0.99997341 3,4. 47 48.19853. N 82 53 39.34220 W Engineer Topographic Laboratories Star Chamber Expedition 12/9/1993 All input-values are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geographic coordinates. STATION INPUT (transformed 'to) OUTPUT MW-RP02 ELEV. 771.5i Con ve rgence Scale Factor 658806.450 N ,143j618.140 E-i 4 7.32 0.99997329 34 47 44.86904 N 82 53 35.47307 W Engineer' Topographic Laboratories Star Chamber Expedition 12/9/1993 All input values "are NAD 27, shtate piane zone 390i (FEET).Al i Output vaiues are NAD 27, geographic coordinates. S TATION ZNPUT (transformed to) OUTPUT MW-RP03 ELEV. 770.90 Conv er'ende Scaie Factor.658810i.260 tN-i4D3i702.680 E-I 4 G-75 u0. 999j77,ýU 34 47 44,92231 N 82 53 34.46044 W U.S. Army Engineer Topographic Lab:. ,ORoscoN V2. 1 Paqe. i of I SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 4.phNER OFN ELL. .?Address,:,' ?1 Telepnon No.;(803) 734-5331 Water Well Record 1. LOCATION OF WELL if IA 4~S* .. Engineer.;-; Address Distance And Direction from Road Intersections Street address & City of Well Locaeion Sketch Map: (See example on back)2. CUTTING SAMPLES Yel s Y JNo Geophysical Logs D Yes (Please enclose) No ScMM tg+/--.SSiQ W~; ______*Indicate water bearing zones (use a 2nd sheoet if needed)S. WELL DEPTH (Completed) 3- 7,1, ft.Date Startec; //-ZZ- Date Completed: a Bored [ Dug C Cable tool C] Other 6.0 Mud Rotary U Jetted[] Air Rotary Driven 7. USE: U) Domestic I Public Supply-Permit No. __I_______ C1 Irrigation U Air Conditioning Qco....... U Test Well f+ A ; -B.CASINo. rA Threaded E) Welded Diam. e Type WPVC UIG alvanized t Surface -. .ft.jSteal [ Oother I Weight A~jA_____ lbs,/ft.old in. to 7,5,ft. depth Drive Shoe? U Yes PC No ,in. to ft. depth t 9. SCREEN: Type:__ _ _ _ _Diem " Slot/Gauze .0/ 0 Length -- /6, 6 Set Between , q'It. and -74A.V-"- ft. NOTE: MULTIPLE SCREENS ft. and -_ ft. USE SECONO SHEET Sieve Analysis []Yes (Please enclose) ZNo 10. STATIC WATER LEVEL 7--_ 7f_ V__ ft. below land surface after 24 hours 11. PUMPING LEVEL Below Land Surface"14 ft. after .24ýAhrs. pumping...1Zfm..G.P.M. Pumping Test: ] Yes (Please ernclose) 3v Yield / 4 12. WATER QUALITY Chemical Analysis E]YesE&No Bacterial Analysis UlYeslsNo Please Enclose Lab Results.13. ARTIFICIAL FILTER (Gravel Pack) fAYes []No Installed from -ft. to Y,3 / ft.Effective size ,_/ I' uniformity coefficient Z *:: 14. WELLGROUTED? [&Yes-No Neat Cemaein Sand Cement U Concrete Other C]Depth From -.0 ft. to / 9 ,,t.15. NEAREST SOURCE OF POSSIBLE CONTAMINATION: ._,- .eat/J.__/_ Dlrectlon uType Well disinfected U Yes Typeon;.F7 upon completion No Amount-A)t .* J --16. PUMP: Date Installed f /rT. not installed MIr. name J ,model no. _l__.H. Po _f Vts -_d_/A ,,t,,9t,,, 0 drop Pipe +/-1A' I.Capacity .t2.#_,pm TYPE: oSubmersible Q Jet (shallow) U] Turbine M- Jet (deep) M- Reciorocatinra M Centrifugal A~1tMAg~st A -,2~-.t' -NAME~SI~ned~nwr:r- q '0^1 --COPY I FA Al TO R.C. n12AQ 5*Tg=Ulr rX.4 .aAin.. A ., MONITORING WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION< -TOP OF PROTECTIVE CASING.-.-TOP OF WELL PROTECTIVE CASING GROUT WELL CASING<-TOP OF SEAL @DEPTH OF GROUT ZZ 7DEPTH OF SAND< -BOTTOM OF SEAL @ 2 o.'< -,DEPTH OF SCREEN z SCREEN GRAVEL PACK DEPTH OF SCREEN< -.DEPTH OF HOLE 3.9 , l DEPTH OF SAND DATE INSTALLED //-23 -3 C. A. MEDLIN WELL NUMBER INSPECTOR PAGE OF DUKE POWER COMPANY PROJECT Oconee Nuclear Station SOIL TEST BORING FIELD REPORT BORING NO. MW-RP02 STARTING TIME _a_JOB NO. 7320LANDFILL GROUND SURFACE ELEV. 771.51 JOB NA ME MW Installation MSR Tube Bundle HRS. DRILLING n/a HRS. MOVING n/a DATE 11-22-93 WEATHER sunny/mild INSPECTOR/DRILLER CA Medlin, J H Barker SAMPLING ..UD 15"T6' 2ND6' 3RD6" 0 SOIL CLASSIFICATION AND REMARKS 1 4.8' 3 4 8 5 -Reddish orange micaceous silty fine sand 6.31 2 9.8' 4 9 5 -10 " Pinkish brown micaceous silty fine sand 11.3'3 14.8' 4 7 4 _15_ Light brown micaceous silty fine to medium sand 16.3'4 19.8' 3 2 7 Orangish brown micaceous fine sandy silt 21.3'5 24.8' 4 3 5 25 ... Brogwn micaceous silty fine to medium sand 26.3'6 29.8' 2 2 3 330_ Brown micaceous silty fine to medium sand -sample damp 31.3' static water level 27.4'7 34.8' 4 6 11 35 Grayish brown very micaceous silty fine medium sand 36.3'Boring terminated @ 37.1'-401 BORING TERMINATED 37.1 METHOD OFADVANCING BORING DEPTH BORING REFUSAL n/a POWER AUGER 0.0' TO 37.1'WATER TOB 27.4' 11-22-93 HAND CHOP: W/MUD: W:IWATER TO WATER 24 HR, DEPTH 27.4' 11-23-93 ROTARY DRILL: W/MUD TO WATER LOSS 0/a DIAMOND CORE TO CASING SIZE n/a Engineer To#6graphic Laboratories Star Chamber Expedition 12/9/1993 All input values are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geographic coordinates. STATION INPUT (transformed to) OUTPUT MW-.RPOI ELEV. 783.96 Convergence Scale Factor 659149.010 N 1431301.790 E-1 4 9.50 0.99997341

34. 47 48.19853 N 82 53 39.34220 W Engineer Topographic Laboratories Star Chamber' Expedition i2/9/1993 All input values are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geograohic coordinates.

STATION INPUT (transformed to) OUTPUT MW-RP02 ELEV. 77i.51 Convergence Scale Factor'658806.450 N 143i6i8.t40 E-i 4 7.32 0.99997329 34 47 44.86904 N 82 53 35.47307 W Engineer, Topographic Laboratories Star Chamber, Expedition 12/g/1993 All i nput values 'are NAD 27, s+/-tate plane zone 3901 (FEET).All OUtput values are NAD 27, geographiic coordi nates.S TATI ON INPUT (transformed to) OUTPUT MW-RP03 ELEV. 770.90 Conve rFatencre Scale Factor.-1 4 6.75 D.39997330 34 47 44.9223i N 82 53 34.46044 W U. ..Army Engineer' Topocraphic Labi, CORPSCON V.1. Paqe 1 of SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Prolection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record 11.t;iePlephne`No.

1. LOCATION OF WELL* -- -----.Addrss 5. WELL DEPTH (Completed)

Distance And Direction from Road Intersections 3 7 /ft.6. [j Mud Rotary 0 Jetted Street address & City of Well Location 7. USE: Sketch Map; (See example on back) E] Domestic Public S E'l irrigation []Air Con, 11 Test Well A w B.CASING: [] Threaded [] Welded W/A _iam. Z _ .Type XPVC OGalvanized-Steel [Other 0.0 in. to V76- ft. depth-in. to fT. depth rate Completed: ,,-3d &F,?Boreo -J Dug n Cable tool 5 Othe, upply-Permit No. _ 5Industry ditioning Heighht;Surface e. S. ft.Weight lbs./f t.Drive Shoe? C3 Yes k No 2. CUTTING SAMPLES E Yes-] No Geophysical Logs D Yes (Please enclose) l-- No S.-hG~'ý E8)IQKNM EPTHJ.~T-lý -F '/ýz T o ~ f Indicate water bearing zones (use a 2nd sheet if needed)* , '. .. ,-. .', , .-9. SCREEN: Type; __ Diae.Slot/Gauze .... _ __/ _ Length f 0. o Set Between f______,, It. and 37, 0 ' ft. NOTE:'MULTIPLE SCREENS ft. and _ft. USE SECOND SHEET Sieve Analysis fEYes (Please enclose) W]No 10. STATIC WATER LEVEL 3 I " ft. below land surface after 24 hours 11. PUMPING LEVEL Below Land Surface 4... fAt. after .A&/A.hrs. pnping 6V&...G.P.. Pumping Test: 0 Yes (Please enclose) 'RNo 12. WATER QUALITY Chemical Analysis OYes.No Bacterial Analysis 5YesoNo Please Enclose Lab Results.13. ARTIFICIAL FILTER (Gravel Pack) .9 Yes []No Installed from 2 0 it. to 37.1, it.Effective size t 5 I -uniformity coefficient _____14. WELL GROUTeD? 4WYesrNo Neat Cement &_ Sand Cement 0 Concrete ] Other 5]Depth From ft0 ft. to 7 ',0 ft.15. NEAREST SOURCE OF POtSIBLE CONTAMINATION:A6-ALt P.eat 4461&-,IrectLon Type Well disinfected 5] Yes Type upon comploeion &No Amount-16. PUMP: Date Installed _________not instale M it. name__________ model no.H.P..~~~ols....~rnfjth of dropp e.l capacity e2/Igpff o7 p TYPE: 5-Submersible 5 Jet (shallow) 5 Turbine 5 Jet (deep) 53 Reciprocating 5 Centrifugal-n.4%..t- 1 -.-. .I SI1~?g~(et~M'k. UrTHQRfZED REPRESENTATIVJe _ '"::::' '..'" -'y.' MONITORING WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION< TOP OF PROTECTIVE CASING-OP OF WELL< .PROTECTIVE CASING GROUT< .WELL CASING-TOP OF SEAL @ ZI,5 all,/_21.0 DEPTH OF GROUT z4z, v /' DEPTH OF SAND < -BOTTOM OF SEAL @DEPTH OF SCREEN< -SCREEN S < -GRAVEL PACK DEPTH OF SCREEN 70 DEPTH OF SAND <DEPTH OF ROLE DATE INSTALLED //-3 -'- 23 WELL NUMBER iA4 W -iPo3 C. A. MEDLIN INSPECTOR: PAGE I OF 1 DUKE POWER COMPANY PROJECT Oconee Nuclear Station SOIL TEST BORING FIELD REPORT BORING NO. MW-RP03 STARTING TIME n/a JOB NO. 7320LANDFILL GROUND SURFACE ELEV. 770.90 JOB NAME MW Installation MSR Tube Bundle HRS. DRILLING u/a HRS. MOVING n/a DATE 11-29-93 WEATHER sunny/reild INSPECTOR/DRILLER C A Medlin, J H Barker SAMPLING UD IST"6 2ND6' 3RD6 0 SOIL CLASSIFICATION AND REMARKS 1 4.0' 5 6 9 5 Brown micaceous silty fine to medium sand 2,9.0' 5 6 6 _10 Brown very micaceous fine sandy silt 10.5'3 14.0' 17 17 14 15. White gray micaceous silty fine to medium sand 15.5'4 19.0' 6 4 5 20, Brownish gray micaceous silty fine to medium sand 20.5'24.0' 6 7 8 _25 Brown gray micaceous silty fine to medium sand 25.5'6 29.0' 3 4 7 30 Brownish gray micaceous silty fine sand 30.5'7 34.0' 2 4 7 35 Brownish gray micaceous silty fine to medium sand 35.5, Auger refusal @ 37.1'40 BORING TERMINATED 371"' METHOD OFADVANCING BORING DEPTH BORING REFUSAL 37.1' POWER AUGER 0.0' TO 37.'WATER TOB 31.3' 11-29-93 HAND CHOP: WIMUD: W:/WATER TO WATER 24 HR: DEPTH 27.4' 11-30-93 ROTARY DRILL. W/MUD TO WATER LOSS n/a DIAMOND CORE TO CASING SIZE n/a Engineer, Top6graphic Laboratories Star Chamber Expedition 12/9/1993 All input valu-es. are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geogr'aphic coordinates. STATION INPUT (transformed to) OUTPUT MW-RPO1 ELEV. 783.96 Convergence Scale Factor 659149.010 N 1431301.790 E-1 4 9.50 0.99997341 34 47 48. 19853" N 82 53 39.34220 W Engineer Topographic Laboratories Star Chamber Expedition i2/g/i993 All input val~ies are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geographic coordinates. STATION INPUT (transformed to) OUTPUT MW-RP02 ELEV. 77i.51 Convergence Scale Factor 658806.450 N 1431618.t140 E-i 4 7.32 0.99997329 34 47 44.86904 N 82 53 35.47307 W Engineer Topographic Laboratories Star Chamber Expedition 12/9/1993 All input values *are NAD 27, state plane zone 3901 (FEET).All output values are NAD 27, geographIc cooro .nates.STATION INPUT (tr'ansformed to) OUTPUT MW-RP03 ELEV. 770.90 Convercience ScaIe Factor, S5 0681 O2 601 N i43YIY2.600E-i 4 6.;00.9 9 0710 34 47 44.92231 N 82 53 34.46044 W U.'S .At'my En_9i neer Topogr'aphi c Labs, ,ORPECON v .1 1 Page of C[[[[[[[[[[L 09PTh FT.0 ODESCRIPTION CORE BIT ELC V.X! SIZE 29.REMARKS RED MICACEDUS SANDY CLAYEY SILT 3.6 STIFF BROWN SANDY TO VERY STIFF RED YELLOW MICACEOUS FINE TO MEDIUM SILT-789.4N 11 2784., U3nd isturbed Sample 4.0 to 5.0 feet-N -20 779.1tL N-- 26 18.0 VERY STIFF TO HARD CRAY BROWN XICACEOUS FINE TO MEDIUM SANDY SILT 774.11 N= 28 769.1-N = 38 28.0--.. .. [VERY DENSE GRAY MICACFm)US SILTY SAND BROWN BLACK FINE TO COARSE 7-6 4 , 1 N -50 32.0 VERY DENSE YELLOW BROWN MICACEOUS SILTY FINE TO COARSE SAND N = 65 1754.1 40.0 LI DK CY BK XIDD MED Light Dark Gray Black Moderately Medium HD BI Ho GRAN GN Hard Biotite Hornblende Granite Gneiss Page 1 of 2 CORE BORING RECORD BORING NO NA -1 JOB No,_C_ 1-.3i LAW ENGINEERING TESTING O.End of Boring-WATER TAOLE bjs U['7 U U U DEPTH f T.40.0 44.9 45.6 45.8 46.0 47.3 48.2 48.5 52.7 53.6 58.5 58.8 60.9 61.1 63.4 64. 1 66.2 67.4 67.9 68.2 70.1 70.3 IDESCRIPTION CORE BIT ELI V.% SIZE 754. 1 REMARKS SOFT GRAY AND BROWN GRANITE GNEISS 75%93%749. 1 EMDD lED LIrY GN _ , SOFT-DK GYB Bpgv; OGN.MOD LI GY GRAN GN ...MOD HD DK GY BROWN BI 1iO GN SOFT LI GY BROWN GRAN ON SOFT DK CY BROVN BI HO oN' -SOFT AND D HD ALTERNATING .7AYF~q _GRS AN I N HAD LI -GY oGAW _.ON HiD DK GY BI HO ON RD LI GY GRAN GN. _ _RD )I)Y GY BI HO GN RD LI GY ORA"N N HD1 T)V (Y fT wrf rN NX 280 Foliation Plane at 45.1 Feet Vertical Joint at 50 Feet I Oo1(U[[[U[U[.U*1~~~~..HID LI GY GRAN CN WITH INCLUSION QF ,HRNBLEN'DE CONCENTRATIONS. 739.1.734. 1 724.1 719.1"MOD HD DK GY BK BI HO GN RHD DK GY BI HO GN 100 HD LI GY GRAN ON HD DK CY BI HO GN.HD L. GY GRAN ON WITH THIN 73.8 CORING TERMINATED

• --d .~.-----.

J L L L Not to Scale Page 2 of 2 CORE BORING RECORD BORING NO -_I -1 JOB NO mI Y_LAW ENC,:%, ; 'NG TESTING CO.bJs wATrER TABLE F[[U U[DIEPTH FT.0 3.8

4.9 DESCRIPTION

CORE BIT ELE V.% SIZE I) I :.REMARKS BROWN MICACEOUS SANDY SILT MDD RD LI GY BROWN GRAN GN VERY SOFT GRAN GN AND BROWN SANDY SILT 8 0 Z .36%', 10.5[E II[[[[L 18.8 MOD RD LI GY BROWN GRAN GN WITH SOIL SEAMS 86%VERY SOFT LI GY GRAN GN WITH THIN LAYERS OF HOD HD GRAN ON 50%.NX 797.,5, 792.-5 772.5 L[L L L 38.8 40.0 LI DK GY BK NOD 4Em HID LI GY GRAN GN 651, Light Dark Gray Black Moderately Medium lID Bi GRAN GN Hard Biotite Hornblende Granite Gneiss Page 1 of 2 CORE BORING RECORD BORING NO, NA- 2 JOB NO. Cli 1065_N LAW ENGINEERING TESTING CO.bJs f[[[ii r[[[r[U[[L L DIPTH FT.40.0

42.0 DESCRIPTION

CORE BIT ELEV.REN ARKS L L 1L Page 2 of 2 CORE BORING RECORD BORING NO. MA-3 JOB NO.,.. C--1.Uk5i LAW ENGINEERING TESTING CO.bjs-ý~- WATrFR TA8LE f[[[17 11[[[I:[[I I[.0 DE SC RIPTION Cof ','8IT EtC v%! IZE 810 4 REMARKS VERY STIFF YELLOW BROWN MICACEOUS FINE TO MEDIUM SANDY SILT 32i?,- 8 8065.8 00.4-2'.......... I- -96%MOD HD LI GY GRAN GN Lost Water 820 Joint, at 82 0 Joint at 810 Joint at 0 54 Joint at 9.9 Feet 11.8 Feet 12.2 13.2 14.0 Feet Fee t Fee t 795.424 15.6 17.9 21.1 21.7 NX 6:0%SOFT LI GY GRAN GN MODRD ILIGY GRAN GN-IK CYý ~k- ý'5 HOýG ON IM LI CY GRAN GN 79'0.42 26.5 26.7 30.8 34.1 34.4 36.6 39.3 40.0 LI DK GY nD riDr IHD D-K- GY: BY HO. CN HD LI GY GRAN GN RD DK GY BK BI HO) GN l00 780.42 too BX HD DK CY BK BI HO GN UHD LI GY GRAN GN230 Foliation Plane at 36 Feet ioIt.141 LI.. '011UART7. Pr~r.1ATI TF 77 0.ý43[Light Dark Gray Black Moderately Medium HD BI HO GN Hard Biotite Hornblende Granite Gneiss 31.0 Feet of 2" Plastic Pipe left in hole Page 1 of 2 CORE BORING RECORD BORING NO, -NA 4 JOB NO. CII 106-5J LAW ENGINEERING TESTING CO-I I bjs-%- WArER TABLE DEPTH FT.40.0 43.0 47.6 48.1 50.9 51.1 56.8 57.3 58.0 58.2 58.7 58.9 59.3 59.7 DE SC RIPTION CORE BIT ELE V.% SIZE 7 1 7Z9 REMARKS HD LI GY QUARTZ PECMATITE 100 100 HD LI GY GRAN ON HD DK GY 31 HO GN HD DK GY GRAN GN 100 %765A4 760.4d 755,4, HD DK GY BI O ON M ......BX HID LI GY GRAN GN RD PI( GY. BK BI HO GNI 1001 %HD .~1IIL~_ _HD DK GZ~Y B, U1,jQ2L__HD Lj'LA i.. __ _RID BR BI HO N;%100 4-I HD LI GY GRAN GN[[[L[100 95%o ,45 745.4,2 740.40 73 5 .42 70.4 CORING TERMINATED Not to scale Page 2 of 2 CORE BORING RECORD NA -4 BORING NO.-JOB NO. -C,- L65N LAW ENGINEERING TESTING CO.bJe b- WATER TA81E F V 1~II 17[[[17[17 17 L[909"M DESCRIPTION CORE BIT ELE V.% SIZE 802 REMARKS ('ENSE RW BROWN M ICACEOUS SILTY FINE TO MEDIUM SAND 7971 NM = 42 9.0 750 Joint at 10 Feet SOFT'AND SOME MOD HD LI GY GRAN GN 3-3%INX:391%2777 28.0 29.7 30.1 31.2 31L5 34.2 MOD HD LI YGRAN GN MiO)D liD LI CY. AND DK GY BK MOD HD LI CY GRAN QNT 1. OD I D.DK .¢ ... .. ......MOD I1D LI GY GRAN GN HD LI GY GRAN GN MOD HD DKXGY BI HO GN 100 38.8 39.0 39.5 40.0 D D , GY GNýX)D HD) DK GY BL.BiW QNO ,,_ ..i[.762_ L_AND BI HO ON.*1 ALTERNATING THIN LAYERS OF GRAN GN t-I[LI DK GY K l')D MED bje Light Dark Gray Black Moderately Medium HD BI HO GRAN GN Hard Bioti te Hornblende Gran. te Gne 5 6 Page 1 of 2 CORE BORING RECORD BORING NO NA -5 JOB NO. ___-N-LAW ENGINEERING TESTING CO.-WArER TABLE F DEPTH DESCRIPTION CORE BIT ELEV. REMARKS FT. % SIZE 40 .0 .76.2.40.7 .'MOD H" DK GY BK Bi.HO GN iHD LI GY GRAN GN9[44,5 44.8 MD HD D( GY BK DI 110 ON: 45.8 --RD LI Y GRAN C[ 1D RDDK GY BK BIHO 1GN 47.8 HD) LI GY GRAN ON[ 72 r 52.8 MOD' RiD 'DK GY B ,K B I HO ON .8 HiD LI GY GRAN ON[ 747.57.3 -58.2 HDDKGYBIHOGN 58.8 IDf LI GY GRAN ZN r 58.9 H D... ...615 HDLI ____GRAN5__ HD DK GY BK BI 110 GN 63.2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 100[ __ _ _ _ _°_ _A.2 iHD-LI GY GRAN ...64.4 H DKCVFB WTH-11 RD DLIGY GRAN GN 97 67.1 68.1 HD DK GY BI HO GN U 68.9 11D LIGY GRANGN S 6 HD DK'GY El HO ON 732 6IHD LI GY GRAN ON 71.9 __ _ _ _ _ _ _ _ _ _ _ --CORING TE'RMINATED [ : 727 Page 2 of 2 CORE BORING RECORD BORING NO.U3NA-5 JOB NO._ H 1065 N b js-E- WrFTR TABLE LAW ENGINEERING TESTING GO. F[[[U[C[U DEPrh rT.

40.0 DESCRIPTION

CORE BIT ELEV.% SIZE 7 7,2 .z.a r REMARKS HD LI GY GRAN GN 65%78%-11176 7', 5, 800 Joint at 46.0 -47.5 Feet 48.7 50.9 SOFT DK GY BROWN BI HO GN HD LI GY GRAN GN BX'7,Z5.7_47 .5-58.3 59.3 4-MOD RD DX GY BI HO GN HD LI GY GRAN GN HD LI GY GRAN GN: HD DK GY BK BI HO GN 10 01/U U Ii L[L L 63.2 63.5 65.1 68.2 72.8 HD LI GY GRAN GN~O0~4-,--CORING TERJMINATED ..7-37.5 L Page 2 of 2 L[.CORE BORING RECORD BORING NO- A-2 JOB NO CH 1065 N LAW ENGINEERING TESTING CO.bjs End of Boring-- WArTR TABLE I. f I" r I: DE PTH1 FT.0 DESCRIPTION CORE BIT ELEV.% SIZE 744 7 REMARKS I-I -t BROWN MICACEOUS SANDY SILT 739. 7 734 .7 N =25 Undisturbed Sample 5.5 -6.5 Feet N -99[C[[[[L 73224 Refusal 241.7 1: Refusal 22.0 22.9 26.2 26,3 26.7 26.8 MKJD HD DR CY BK BI HO H NQ __RD LI GY GRAN ON MED HD. DK GY. -BKBI HO GN ........... HD LI GO GRAN GN MID HD DK GY BK BI 110 GN HiD LI 0Y GRAIN GN 719_85] %NX[[L I100p 33.5 34.2 37.7 38.0 40.0 Light Dark Gray Black.4.H!D HD DK GY BI .10'GN.RID LI GY GRAN GN 714..7 7019.7 704.7 100 BX.X'D_1D DK G' BK B1 jjQ,.N HD LI GY GRAN GN[I.I LI DK BK BI -Biotite HO -Hornblende GRAN -Granite GN -Gneiss MOD -Moderately -Medium I- -Hard Page 1 of 2 CORE BORING RECORD BORING NO,-I'NA-3 J0OB NO. .-:.k06 5 -LAW ENG(NEERING TESTING CO.I W- wATER TArtE bJO [F f[[[r[[DEPTH FT.DESC RIPTION C.ORE 817 ELEV.%SI'ZEý7 7 %REMARKS An RED HICACEOUS SAN~D CLAYEY S11LT Bag Sample 0.- 6 Feet Undisturbed Sample 5.0 -5.5 Feet 770,0 t"ýMOD HD LI -MED GY GRAN GN?,65. 0 9f i!60..0'670 Joint at 15.0 Feet Lost water -15.6 Feet.755.0 20.9 21.2[[[[II.1~.I-MO D HD DK GY W B, I HO ON MOD RD LI GY GRAN GN SOFT DK GY BK BI 1O-GN_______ {D LI GY GRAN GN' ... _MOD HD DK GY BK BI HO GN HID LI GY GRAN GN J.5'2.QD 760 Joint at 24.5 ?eet NX 27.1 28.1 29.7 30.0 33.0 34.6 35.5 36.1l 38.4: 65'LMMF -MIt~ f-V DT tk r'. W *fl JL

• U.L.) UA LI GY GRAN GN J!;D WuITE QUJARTZ, PEGMATITE HD LI GR GRAN GN 1-it) 1I CYN C,.AN, (,m 10 V 735.0 L[L LI -Light DX -Dark GY -Gray BK- Black MD- Moderately ED- Medium D -Hard BI -Biotite HO -Hornblende GRAN -Granite GN -Gneiss Not to scale Page I of 2 CORE BORING RECORI)BORING NO NA-6 JOB N. GIN-EIN TET--M5NGO LAW ENGINEERING TESTING CO, bjs--WATER TAOLE V[[[[ri[I'[U Ii[1.U DETH 1-0O. 0 40.7 40 '.8 43,7 44.7 45.6 45.9 46.6 46.7 47.0 47.1 50.3 50.9 51.6

51.8 DESCRIPTION

GORE BIT ELEV.%/ SIZE .735 ý.o REMARKS HD LI GY GRAN GY RD LI-DK GY ALTERNATING .J.AY-&95-* RD U.. GY.GRAN GN ______HD LI GY GRAN GN HD M,) GY :1BI- HO GN: 100 r 7.30;.0 NX HD LI Id GRAN GN, HD DK GY BK BI HOGN RD LI GY GRAN GN I{D MED DK GY 31 HO GN 1.00~7 9 q .9?S I4~ ~CORING TERMINATED L[1.__________________________________________________ ________ &*i OF BI HO GN AND GRANOGN Not to scale Page 2 of 2 CORE BORING RECORD BORING NO.NA-6 JOB NO. _CH 1 0 6 5 N LAW ENGINEERING TESTING O.bjs-WATER TABLE V 1~V V V[[I[[[[U[[DEPTH FT.0 DESCRIPTION CORE BIT ELE V.% SIZE 784.5 REMARKS VERY DENSE SILTY SAND FRAGMENTS RED MICACEOUS CLAYEY WITH SOME QUARTZ 5.0 VERY DENSE CRAY TO WHITE MICACEOUS SILTY SAND 779,5 N- 5 0 Undisturbed sample 4.5 to 5.5 feet.7745 -N=79.7 .9 , 5 N = 8 0-Z4,4- N=44 759.5 25.0 SOFT VIED CY GrAýN CN 29.8 MOD H-D LI-NED 0i' GRAN GN 754.5 NX 749.5 L-Q007 BXý744. 5 t L 40.0 LI -Light DK- Dark GY -Cray BK -Black MOD -Moderately MED- Medium HD -BI -IO -GRAN GN -Hard Boitite Hornblende -Granite Gneiss 36.0 Feet of 2" Plastic Pipe left in hole Page I of 2 CORE BORING RECORD BORING NO,_l!A_7 JoB No, cN-1065 N LAW ENGINEERING TESTING CO.bjs-- WATtR TABLE 09DET"m DESCRIPTION CORE BIT ELEV. REMARKS FT. % SIZE 7 4.5 40.0 MOD RD DK GY BK BI HO GN 500 Joint at 42,7 Feet 500 Joint at 43.5 Feet[., 44.8 MOD HD LI GY GRAN ON 4 6 .5 .... .... .......__ _ _46.6 MOD HD DK GY BK BI HO GN I001 47.7 MOD liD LI GY GRAN GN 47.8 MOD-RD-.-_, _. .,, 49.2 MOD HD LI GY GRAN GN 49.3 MD HD DK GY BI HO GN.49.6 4OD HD LIT NGN 4 MOD HD DK GY BI HO GN 4 9 .8 1 1." -.-- ... .--.I .' ... 1 -1 3 .5 0o .5 M D HD L I GY GRA N GN X... ..RD 98)7 53.0 PiD WHITE ,QUAATZ .PEGMATITE 9 o: 5 4 , 0 H D I.T r -- --- l 55.2 HD WHITE QUARTZ PEGMATITE 729.5 H0 LI GY GRANGN 58.0 : 58.1 MOD HD DK GY BI HO GN.58.1 iD LI GY GRAN GN 59.5 0 7 60.7 lID WHITE, QUARTZ PEGMA1,1 ____-.45-HD LI GY GRAN 63.7 ...64.7 SOFT LI-MED 0Y 'GRAN ON7 65.3 R DJ,- G Tt.lE !iT-66.0 HDLIfi-GY GRAN ,N.-66.7 HD WHHITE QUARTZ PEG9ATITE o00/%HiD LI GY GRAN GN 69.3 713.5 70.4 MOD HD LI-MED CY GRAN GN 70.9 MOD HD DK GY GK BI HO GN* 71.3 MOD UmM L.FID GY' .N CORING TERMINATED L.L Not to scale'L Page 2 of 2 I CORE BORING RECORD BORING NO.-h&--:1.,_ JOB I bjs -WATER TABLI LAW ENGINEERING TESTING CO, [[FT.DESCRIPTION CORE BIT ELEV.% SIZE 8 o 0.9 REMARKS[[[r[LI[II[:22.'0 25.7 27.0 29.5 30.0 30.3 32.0 32.5 34.7 35.4 37.0 38.3 40.0 VERY DENSE BROWN GRAY WRITE MICACEOUS SILTY SAND III .... m 42.7NI-' ,- 4 2.7 § ".9

• 4 780-91 NW 50/3" HD LI GY GRAN ON i L U I.U U L I ,MOD HD NED .GY GRAN.GN ___RD LI GY GRAN ON M01, DO ýK--YýJLD

2a i __'.iAQ~A1 L Y-OAN -233--92%JW BDK~Y U~i~i___ -NX HD LI GY GRAN ONQY BKj H6_HO.N ED LI GY GRAN ON 770.9 765.,,9 760:.9,'loo 0 tSOFT DK GY BK BI HO ON ____HD LI GY GRAN' GN-S -4 ..2~4..4......

A LI -Light DK -Dark GY -Gray BK- Black MOD -Moderately MED -Medium HD -Hard BI -Biotite HO -Hornblende GRAN -Granite ON -Gneiss Page I of 2 CORE BORING RECORD I BORING NO.... NA-8 JOB NO, ClH 1065 N LAW ENGINEERING TESTING CO.bjs-wATER rABLE V[r[DEPTH FT.40.0 40.9

41.7 DESCRIPTION

CORE BIT ELE V.% SIZE.70-9 REMARKS 1-1D LI CY .GRAN. CN MOD DK-$BKBL 10 ,N MOD RD LI-MED GY GRAN GN OD ED DK .GY -L1KIBiT -H a .N MOD HD LI GY GRAN GN 420 Joint at 40.8 Feet 46.7 46.8 47.1 47.2 50.0 50.2 53.4 54.4 56.0 100 7.IOD HD DK GY BK BI HO CN 1?HD LI GY"'GRAN GN_ __,. _ED DK GY BK BI HO GN HD LI GY GRAN GN RD LI GY GRAN CN iD DK GY BK BI 110 ON RD LI GY CRAN GN .........lD DK GY , BI. H GN.HD LI GY GRAN GN HD DK. G BK iE"HO GN, IRD LI GY GRAN GN BX 1 745.9_1 o0I7.[[[.Ii[.1.[1~U U 57,7 58.2 58.7 6i.1 61.5 61.6 62.1 64.5 HD DK GY BK B11 HO ON 1001.%HD LI GY GRAN GN I-a-735.9 CORING TERMINATED L[Not to scale Page 2 of 2 CORE BORING RECORD BORING NO. N!-8 JOB NO, ..1liiO65. N LAW ENGINEERING TESTING CO.bjs-WATER TABLE DEPTH FT.i0 OESC RIPTION CORE SIT ELE V1.% SIZE.822.7 REM ARKS-V --U 17[II[I[I: ([[L U U L L L lb STIFF RED TO COARSE WITH SOME BROWN MICACEOUS FINE SANDY CLAYEY SILT QUARTZ FRAGMENTS ,7.5, MOD HD LI GY TO WHITE QUARTZ PECMATITE 54%12.5 20.4 HAWTi0{RN`E BIT -VERY DENSE CY SILTY SAND qOF-T IT GY QRANý CN 80£ .7_.802,.7,-IN 2!7-N = 13-N= 25/Zr Refusal 600 TToint at 30.7 Feet Lost water at 30.8 1'eet MOD 11D LI TO MED GY GRAN GN 481 Nx 93Z.7.97.7 17.92. 7, Vol?)3Xr 7"87, 7 782.7 38.4 Jvan LTIN I T f..Wh C Li -DK -CY -BK-4oD 1)MED-Light Dark Gray Black Moderately Medium HD -Hard BI -Biotite HO -Hornblende GRAN -Granite GN Gneiss 31.0 Feet of 2" Plastic Pipe left in hole Page 1 of 3 CORE BORING RECORD BORING NO NA_, JOB NO. .LAW ENGINEERING TESTING C0, L bj s_-'E WArER TABLE U[[F C C F[L[[F I[DEPTH FT.

40.0 DESCRIPTION

CORE BIT ELE V.% SIZE 7 8 2.7 REMARKS MDD HD LI TO MED CY GRAN GN:77 7. 7 46.5 46.6 47.4 48.4 52.4 52.9 53 5 54.0 BX SOFT MED CY GRAN GN MDD HD MEIL A_ L__..SOFT ,,,ED GY. GRAN ON.MOD HD LI GY GRAN GN.MOD HD DK GY BI HO GN HD LI TO MED GY GRAN GN 100 92 752.7, 7.52.7 1001%67.3 67.4 67,7 68.2 71.0.71.77 72.2 72.7 ,BX HD MED CY B I ,L_.o' G HD LI CY GRAN- -. _____liD MED GY BI HO CN HD LI GY GRAN GN ___11D MED GY B1 HO GN ,RD LI GY GRAN GN ,RD MED GY BI HO GN.HD LI GY GRAN GN 1001 %[747.7 L[L I 79.7 80.0 L -- -- , ........ , , , IiDMEI) (YB1 HO(Th lOG 742.7 11D ý2 D GY BI HO GN Not to scale Page 2 of 3.F CORE BORING RECORD BORING NO. NA-9 JOB NO....U:I 5-Ji LAW ENGINEERING TESTING CO.bjs-WA TER TABL F DEPTH[FTH 86.0 60.2 81.0 81. 3'82.0.83.0 83.7 83.9-4.3 84.7 87.2 87,5 88.1 92.8 93.4, 94.0 94.4 95.7 96.5 96.8 97.3

99.2 DESCRIPTION

CORE BIT ELE V.% SIZE , REMARKS HD NED GY BI .110 GN HOD LD DK1GYI -Q MO~DHD DKGY BI HD GN HD--LI CY rRAN rN I ---HD LI M RAN ON liD DR C"Y BI HO GN HD LI CY. GRAVQ.HD MED TO DK CY BI HO GN HD LI GY GR.1 CN liD HED GY BI HO GN IOC 1.*, HD WHITE.QUARTZ PEGMATITE...... HD LI GY GRAN ON HD DI GY BI HO GN-HD LI GY. GR.M GN HO ME D MLARJLý B 1 ~HD LI GY GRAN GN RD MED GY BI -H GN O..98 727.7 RD LI GY GRAN GN ...RD MED GY BI HO GN HD LI G'Y GRAN GN CORING TER-INATED [Ii[[[I I..[..I Not to scale Page 3 of 3 CORE BORING RECORD BORING NO. _NA-9 JOB NO. £i.6S LAW ENGINEERING TESTING CO.bjs-- WArTR TABLE DEPT.FT.DESCRIPTION CORE BIT ELE V.% SIZE 826.4 REMARKS[[:0 I.Y -I ~ --TOPSOIL AD GRASS 0 STIFF BROWN MICACEOUS CLAYEY SANDY SILT" N -10 8 2 1.4 6.0 FIRM TO VERY DENSE BROWN GRAY WHITE MICACEOUS SILTY FINE TO COARSE SAND WIT'H ROCK FRAGMENTS r r[III Li[U Ii-N~ =9.816.4_i 811. 22.0..VERY STIFF BROWN MICACBOUS FINE SANDY SILT N Z200!' (Refusal)_N' 52 N 16-.N 28 26.0 VERY STIFF YELLOW BROWN kICACEflUS FINE SANDY SILT Ao1 .A6 796. .4 30.01[L[I FIRM WRITE GAY SILTY FINE TO COAR SE SAND 791-.4 786.37.7ýtJD RD LI TO MED GY GRAN GN 40.'LI DK GY BK MED bED b js C 19q/ NX Light Dark Gray Black Moderate ly Medium RD B I HO GRAN GN Hard Biotite Hornblende Granite Gneiss Page 1 of 3 CORE BORING RECORD BORING NO. NA-10 JOB NO. _.ll-D65 ,h LAW ENGINEERING TESTING CO.7:ýWATER rA8Lt Ii F['7 O(PTH FT.40.'40.1 41.6 42.8 46.0 46,8 48.5'48.9 49.5 OESCRtPTION CORE BIT ELEV.% S1ZE 7 8 6.4 REMARKS A ... .4 M'V MRD L lID LI GY GRAN GN_OD HD Ll TO MED GY GRAN GN DHD DK GY BK BI HO GN RD LI GY GRANON _904 1o00 740 Joint at 40.0 Feet qx-76.4'I[[[['7 L'7 59.4.62.5 63.2: 63.8 64.7 64.9 65.5 65.7 65.9 66.1 66.7 66.9-HOD HD DK CY BK BI HO GN HD LI GY GRAN GN HD DK GY BK BI HO GN ND LI GY GRA N W HD LI GY GRAN GN HD DK GY BI HO GN JD LI TO, DK GY ALTERN6,Tj.nifN liD LIGYGRAN ON _..RD DK GY BI HO GN_HD LI__TO DK GY ALTERNATING. HD DK GY B I HK) GN -HD LI GY GRAN GN DK -Y 1a GN ...771 1-0 0 V 4 100*I'-B k 7. 6.4 7.61 .4-756..4 1,60 78.7 78.9 80.0 746.4 I I*1 LAYERS OF BI HO GN AND GRAN GN Page 2 of 3 I.L CORE BORING RECORD BORING NO. NA_10 _JOB NO. CH-I0' N LAW ENGINEERJNG tESTING CO.bjs WATER 74841c (.[[[[r I[I I I (.I I 1.L DEPTH FT.80.0 85.0 88.0 88.6 92.4 92.5 93.0 94.2 96.7 D~ESCRtIPTION~ RID LI GY GRAN GN CORE BIT ELEV,*' SIZE 746.4 REMARKS* J, ....k HID WHITE QUARTZ PEGMATITE 100 100 96%BX 741.4_736.4 731.4['D DKGY BI HO GN ___RID LI GY GR.AN ON`.1HD DY, GY, BI HO GN HID LI GY GIAN, ON RID DR( GY HT rNT HD- LI CY GRAN ON t -~ -CORINC TERMINATED 2264W Not to scale Page 3 of 3 I I CORE BORING RECORD BORING NOXA-_IQ.0__ JOB NO.CH 1065 N LAW ENGINEERING TESTING GO, bjs-- WATER TABLE DEPTH FT.-0ýDE SC RIFtTION CORE BIT ELE V.% SIZE 763 A REMARKS r[r[II[[[[[11 LOOSE RED BROWN SILTY FINE TO MEDIUM SAND MICACEOUS_..-_ ý4 N -9 8.0 STIFF TO VERY STIFF GRAY BROWN MICACEOUS FINE TO MEDIUM SANDY SILT 753 85:748.85 7431.8 N 12 N 14 N= 26 N 31 23.0 DENSE BROWN MICACEOUS SILTY FINE SAND i-Th.ý.§,- -30 I I I I I I 32.0 35.0 WEATHERED ROCK FRAGMENTS 2,RsRrýVERY SOFT DK AND BI HO GN BROWN GRAN GN 770 Joint at 35.5 Feet 470 Joint at 36.6 Feet 4 gr/.ýNX 40.0 LI DK GY BK MOD ,AED 723 85 I V*Light Dark Gray Black Moderately Medium HD)813 HO GRAN GN Hard Blot te Hornblende Granite Cne;ss Page I of 2 I CORE BORING RECORD BORING NO, NA 11 JOB NO. !065 N LAW ENGINEERING TESTING CO.bjs End of Boring-W WATER TABLE r[[[[I[[[[[[-L I I L L OCPT" FT.40.0 42,5 43.6 OESCRIPTION CORtEBIT ELE V.% SIZE-'723 "85, REM ARI(S VERY SOFT DK BROWN GY GRAN GN AND BI HO GN SOFT TO MEDIUY GY GRAN GN MDD HD LI GY GRAN GN*9%718 Jý80r 460 Joint at 43.0 Feet (Recemented) 580 Joint at 55.3 Feet 590 Joi'nt at 55.9 Feet 640 Joint at 57.Feet 55.0 56.4 57.6 58.8 61.4 62.1 64.5 67.3 68.4 1Kfl HD DKG.Y BKBI ,11 GF, 103- A'I HD LI GY GRAN GN HD DK GY BK BI HO GN HD LI GY GRAN GN HD DK GY B HO GN 11D LI GY GRAN GN HD DK GY BI HO lID LI GY QUARTZ PEGiATITE lID LI GY GRAN GN 997'698.85 92%600 Joint at 67.8 Feet 593.85 688.85 73.0 75.0 HD LI BI HO GY GRAN GN AND GN 4.-4-4 CORING TERMINATED 80.0 Page 2 of 2 CORE BORING RECORD BORING NO,-JUA-1I JOB NO. tiL.IOhs ,N.LAW ENGINEERING TESTING Go-bjs Z- WATER TA84,E r f i[r[[[DEPTH FT.0 DESCRIPTION CORE BIT ELEV.% SIZE 780.,0 REMARKS-V BROWN MICACEOUS SLIGHTLY SANDY SILT GRAY MICACEOUS FINE TO COARSE ,SANDY SILT AND GRAVEL 16.0 III[[[II[755.0O 75C00 Bag Sample 0 -16 Feet Bag Sample 16 -35 Feet[-[L 35.0 74 5 .'0.BORING TERMINATELD 740.0 Drilled to be used in Field Permeability tests. Located adjacent Northeast of NA-i1 No Ground Water Encountered to State Road 45 AUGER BORING RECORD BORING NO._ I1k JOB NO0. U1..Q1-N_LAW ENGINEERING TESTING CO.L.bje bs- WATER TABL7 E I.f U U r FT.0

4.0 DESCRIPTION

CORE BIT ELEV.% S"Zt 780.0 o" REMARKS RED BROWN CLAYEY MICACEOUS SLIGHTLY SANDY SILT YELLOW BROWN MICACEOUS SANDY SILT 10.0[f.[U[[CRAY SAmf BROWN MICACEOUS SILTY 770. 7 766.1 761.5 756.9 27.8[[[i[U L[L I00 INX HD LI GY GRAN GN 32.2 32. 6 HD 9Y Bh IHO GQ _HD Ll GY GRAN GN 95% JBX 752.2--7/47.740.8 38.1 39.1 39.2 ID, DX cy B6k HO GN.IQ_WIjTg QUARTZ PEGMC,..94, 74 0 Joint at 39.4 Feet LI DK GY bjs Light Dark Cray Black Moderately Medium HD BI GRAN GN Hard Bioti to Hornblende Granite Gneiss Hole inclined 220 from the vertical Page 1 of 2 CORE BORING RECORD BORING NO. NA-1 2 JOB NON CH 1065 N LAW ENGINEERING TESTING CO.WATER rA191f F DEPTH DESCRIPTION CORE BIT ELE V. REMARKS FT. % SIZ7E 39.27 .X.K______ 39,9 SOFT [ 40.3 R .DK GY BK BI HO GN 742.9 42.5 -tD LI GY GRAN GN 43.0, RD DK GY BK BI HO GN.D. DLI GYGRAN GN 9 ....46 .0 ... .... -" 46 HD DKYBK BIHO GN 738.3 46,5 HD WH. ITE._QUARTZ PEGMAT.,_[ 46.8 d).DK GY BK, BI 111GN'HD LI GY CRAMN GN[, 733,7 BK, S100% 729.1[i[724.4[ .719.8[71.9 --715.2[ 72,2 R~ DK GY BK BI HO GN _ _ _7 72.,8 JID- L- C GRAli GN....73.2 HD DGY BK BI HO GN HD LI GY GRAN GN S710.5 7 7 .7 ... ...CORING TERMINATED 705.9 Not to scale[ Page 2 of 2 LCORE BORING RECORD BORING NO,.N-1 2 1 JOB NO. __QH15N LL- WATER TABLE LAW FNGINFFRING TESTING GO bjs f 09PI'H FT.0 DESCRIPTION CORE BIT ELE V.% SIZE 7 7 3 0 REMARKS r r II[[[[[HARD BROWN GRAY MCACEOUS SLIGHTLY CLAYEY SANDY SILT 788.11.7 4. 4.SOFT MED GY GRAN GN 13.8 14.4 15.6 21.8 23.0.KJD-IK 1IQ. U~~ED G.Y GBN;1~.OF2_T DK G K H N __MOD HD LI TO MED GY GRAN' GN 1MOD Rid DK GY BK 131IIHOQ ......MOD HD LX GY GRAN GN VERY SOFT BK BK BI HO GN_RD LI GY GX _RAN GN SOFT MED GY GRAN GN lD GY GRAN GON ____lID DK GY BK BIT HO, ON____HD~ MD91B HO GN RD LI GY GRAN GN 75J 78%89 A iNX BX N 50 + (Refusal)N 50 + (Refusal)690 Joint at 28.0 Feet 7173.768,0 763.0 758.0 754 .2 Vertical Joint at 29.5 Ftl C L L 31.9 32.4 34.5 34.7 35.0 36.2 37.3 38.0 38.8 LI DK Gy BK NOD MED 95 il I Light Dark Gray Black Moderately Medium RD BI HO GIAN GN Hard Biot! te Hornblende Granite Gneiss 11.0 feet of 2" plastic pipe left in hole Page I of 2 CORE BORING RECORD BORING NO,___ NA-13 JOB NO. CII-1065 N LAW ENGINEERING TESTING CO.'Not to scale-WA rFR rABL E bjs Fi r[[r[[[[[[I[[L SEPT" VIT.38.8 39.5 43.8 44.0 47.5 47.7 48,1 48.6 49.0 49.3 49.7 52.3 53.5 54,0 DE SCRIP TION CORE 9IT ELE V,% SIZE, 7,h'4 j RD MED ITO DI( GY B1 HO ON HD LI GY GRAN GN 1001 ,%-- uT, ]REMARKS MDBHD DK Gy 3K Bi GN RD LI GY GRAN GN HD-DK GY BK BI HO GN 91) WHI E. VA3T M -MGM=,TE~IMU) LIGY QP.AN CI, 1W Di GY BK BI OO HD LI' GY :GRAN GN HD HO)D DK CY BI HO0 GCN BX 748.0Oý743 .0*1°HD LI GY GRAN GN ji{jD I DTEK EARTERfATING ___RHDLI DK,,CT ALTERNATING LAYERS CORING TERMINATE.D [[L I_____________________________________ ______ I*1 OF BI HO GN AND GRAN GN Not to' scale Page 2 of 2 CORE BORING RECORD BORING NO.2NA-13 JOB NO, CH-I065 N LAW ENGINEERING TESTING CO.bjs WATER TABLE r r r r DEPTH FT.0 DESCRIPTION GORE BIT ELE V.% SIZE 793.0 REMARKS STIFF YELLOW BROWN MICACEOUS SLIGHTLY CLAYEY SANDY SILT[9. 01ý__FIRM LIGHT SILTY SAND CR~AY MICACMXUS 13.0[[17.5 STIFF YELLOW BROWN MICACEOUS SLIGHTLY CLAYEY SANDY SILT FIRM VERY DENSE MICACEOUS GRAY BROWN SANDY SILT 788. 0: 783.0 778.0 768.0_763.0 7,58.0 75,. 0 Uag Sample 0.0: 5'!N. 9 Bag Sample 5,w 10'Undistrubed Samplel.- 6.0: feet. Samp~le 10.-'Q,11.0; feet .N 1,9'ag. Sample 10'-15 feet Y 9 Bag Sample 15-20'Undisturbed Sample 15.0-16.0 feet-N -13 Bag Sample 2042k'Undisturbed Sample 20.0-21.0 Feet[[[25-N = 47 Undistrubed 25.0-26.0 Bag Sample Sample Feet)01 N 67 Undisturbed Sample 30.0-26.0 Feet[L[I L[.I-Undisturbed Sample 33,5 -34.5 feet Refusal-Jefuta I-40.0 LI DK GY BK M1D MED Light Dark Gray Black Moderately Medium HD B1 HO GRAN GN Hard Biotite Hornblende Granite Gneiss Page I of 2 CORE BORING RECORD BORING NO_ NA- 14 4J01N0., CH-]065 N LAW ENGINEERING TESTING CO, bJs End of Boring E- WATFR rABLE F[r r DEPTH FT.40.0 41.0 44.7

44.8 DESCRIPTION

CORE BIT ELEV.% SIZE 7.53.0 REMARKS FIR14 -VERY DENSE GRAY BROWN SANDY1 *1,[b10D liD LI TO0 MED GY GRAVI GN MOD HD DK GY BK B1 HO GN HID LI GY GRAN GN HD LI GY WHITE QUARTZ PEGMATITE RID LI GY GRAN GN 75.87 NX BX[[[[[[[[[I 51.5 54.5 56.7 57.8 58.1 58.4 59,0 59.5 61.9 62.1 63.4 63.8 boc 748,n 743. 0 738. Oý733.0 728.0 720 Joint at 53.0 Feet 9 HD DK GY BK BI HO GN HD DK GY BK BI HO ON-HD LI GY GRAN GN ,HD DR GY BK BI 1K) ON ....HD DK GY BK BI1 HO GN HD LIG..Y CAN_ ON. ... ...._RD DK GY BK E3 HO GN 10c CORING TMINATED*1 SILT Not to scale Page 2 of 2 CORE BORING RECORD BORING NO IA 14 JOB No .......T 5 'IT LAW ENGINEERING TESTING GO.bjs End of Boring-- WATER TAIWLE [17 I[FT.0

0.3 DESCRIPTION

GORE BIT ELE V.% SIZE REMARKS TOPSOIL.'!;" '.Y' " .'VERY STIFF BROWN CLAYEY MICACEOUS FINE TO MEDIUM SANDY SILT 7.0[7[12.0 STIFF BROWN FINE TO MEDIUM SANDY MICACEOUS SILT FIRM TO HARD BROWN GRAY MICACEOUS FINE TO ?flEDIUL SANDY SILT 251L 25./L[[[[[[[L L L L[-N = 22 N =9"t-N = 6" N = 711 N 40/3"-N= 19 27.0 VERY STIFF BROWN CRAY WHITE MICACEOUS FINE TO COARSE SANDY SILT VERY DENSE BROWN CRAY WHITE HIfCACEOUS SILTY FINE TO COARSE SAND IL?3 6.1 32.0-NW= 20/0" 731.11 N = 40/3" 726.1 40.0 LI DK GY BK MOD MED......... ..36.0 Fee..... .of 2' pa ti Light Dark Gray Black Moderately Medium HD BI GRAN GN Hard Biotite Hornblende Granite Gneiss 36.0 Feet of plastic pipe left in hole Page 1 of 2 CORE BORING RECORD BORING N O.NA~1._JOB NO- C 1065 N LAW ENGINEERING TESTING CO.I bJs W- wATER TA8J4i( F F F F r[[[[[[I C C 11.1~DEP'rN FT.40.0 DE SC RIPTION GORE BIT ELEV.% SIZE 726A REMARKS VERY DENSE BROWN GRAY WHITE HICACEOUS SILTY FINE TO OOARSE SAND 721..1-N = Refusal 500 Joint at 50.4 Feet 49.5 50.8 51.0 51.6 55.6 57.2 57.6 58.9 59.2 59.6 60,Q 61.1 61.4 62.2 62.5 67.3 67.5 67.6 67.8 69.5 1-4---MO RD D D qY RI -GN 1tDD RD DK GY Bl 110 GN YAOD HD LI GY GRAN ON WOD HD DX CY BI HO GN RD LI GY GRAN GN MO 0D&C HO GN HD Lj GY GRAN GN MDD R[) DK B! HO CN'VD LI GY GRAN GN HD) DK .-__Y BI.RO GN HD GyGAGN M0D HD DK, GY BX BI HO GN 100 104 NX, 7111-1, 706, 1 I~TL I 696.,1 100 AiDLI. GN R,HD DK 9"yBT HQ.: "G N RD LI GY GRAN 6N MOD RD DK CY BI HO GN HD LI GY GRAN GN 100 DIOD HD DK GY BI HO GN 1HD Li. flY fRA.N fiN"T) T-TQy RA -CORING TRMINATEl_____________________________________ ______ I Not to scale L Page 2 of 2 I CORE BORING RECORD BORING NO.NA 1.5 JOB NO. U OH 65N_LAW ENGINEERING TESTING CO.I bja bi- WATER T4BLF r U U r r U U[U[DIE FT H FT.DESCRIPTION CORE BIT ELEv,% SIZE-I .767.9 REMARKS Bag Sample 0 -25'Undisturbed Sample 3.5-4.5 Feet STIFF RED BROWN MICACEOUS CLAYEY SANDY SILT N 1 7:5 STIFF YELLOW BROWN MICACEOUS SANDY SILT 75 !I..9 N- 8 Undisturbed Sample* 13.5-14.5 Feet 7ý52.~-9-N -12 0~.0 FIRM GRAY BROWN SILTY MICACEOUS SAND WITH SOME QUARTZ FRAGMENTS 74 79 7374.,-N=9 Undisturbed Sample 23.5-24.5 Feet-N 16 N= 24 Undisturbed Sample 33.5 -34.5 Feet.L U L I-U 31.5 VERY STIFF BRO9N SLIGHTLY SANDY MICACEOUS SILT?32.92~ 17 40,0 J- 231 727.9 LI DK GY BK MHD HMD Light Dark Gray Black Moderately Medium RD BI HO GRAN GN Hard Biotite Hornblende Granite Gneiss 85.0 Feet of 2" Plastic pipe left in hole Page I of 3 CORE BORING RECORD I BORING NO.Mý, 1 6 b js JOB NO. CH-106 N'I A AA-7A8LE LAW ENGINEERING TESTING CO. [[DEPTH FT.ý.fl A DESCRIPTION CORE BIT ELE v.%, s5'ZE 7 2 7.9., REMARKSý+V. %j~1 VERY DENSE GRAY BROWN WHITE MICACEOUS SILTY SAND WITH SOME QUARTZ FRAGMENTS r[[[[[[[U-N-50/4" 7 2 2-9 71.7,9, 712. 9 7Q2 9'.i6 97.9[69.0 I K)D HD LIGHT TO MED CY GRAN GN 100[[[[L[74.9 75.4 75.6 76.5 77.7 78.0 78.2 85o Joint at 72.7 Feet 710 Joint at 76.0 Feet 770 Joint at 77.0 Feet MOD liD DK GY BK BI AO GN MDD RD MED GY GRAI GN IP.D MiD ID GY GBBRN GN____ .....SOFT DK GYBKBIHOGN.moD Hf-l L QY. GRAN GN.;NX 100 i6 87.9', Page 2 of 3 CORE BORING RECORD BORING No0M'16 JOB NO. c! T065, LAW ENGINEERING TESTING CO.bjs*- WATER TAOL E OEPTH OESCRIPTION CORE SIT ELE V. REMARKS 7 8 .2 7 ,. .......4-.79.1. MD DK GY BK BIHOGN .- r 79,' 7 -"-MIDD- " M-E--, GY GRN GN '79.7 SOFT DK GY TK BI HO GN 80.0 M-R HD ---GRAN .N________ 2-80.2 SOF~TDK BY BK BI HO GN 81.3 992 82.1 MOfD H, MED TO DX GY BI H6, ON r ~ MO 840~ HDLI GY GRAN4 dN 84.5 R LIGY GRANN .___.84,7b ýD-DD BK BI HOQN9[ 86.0 HD LI .GY GRANL -GN 86.3 SOFT DXGY BKBI HOGN 90 873 HLI GYGAql 8. D D LI TO DK GY .1 V CORING TER}¶INATED [[[[..[!Not to ,scale*1 LAYERS OF BI HO GN ANM GRAN GN Page 3 of 3 ICORE BORING RECORD BORING NO__ NA:16 JOB NO. -cM.1065.1N bje-WATErR TABLE LAW ENGINEERING TESTING 0011 I DIEPTH FT.DESCRIPTION CORE BIT ELE V.% SIZE 8160 'REMARKS U'7 FIRM BROWN CLAYEY SILTY MICACEOUS SAND 811-.0:806:.0 N .=r15 Undisturbed Sample 4.0 -5.0 Feet-N .11 F C[[[[U 12.01 ý!.ý ýSTIFF TO VERY STIFF BROWN GRAY SANDY MICACEOUS SILT 18 0 1.0+ N =12 28.0 796.0-791.0 8 86;-N = .13'-N, 18-N"=. ,19[[L L I[DENSE TO VERY DENSE GRAY WHITE SILTY MICACEOUS SAND WITH SOME QUARTZ FRAGMENTS 781 .:0 -N 2 7 76 ') 0 _1 40.LI DK GY BK MDD MED________________________________________ 1....... .L -v Light Dark Gray Black Moderately Medium HD BI HO GRAN GN Hard Biotite Hornblende Granite Gneles 58.0 Feet pipe left of 2" plastic in hole Page I of 3 CORE BORING RECORD BORING NO.NA-1 7 JOB NO.Ct 10_65N LAW ENGINEERING TESTING CO.bJs End of Boring-WATER TASTE [[[U F F F F 17[U[[IUT.li DE SC RIPTION CORE BIT ELEV.% SiZE -771.REuARKS--1 1 --- --- --- ., --.-9 ... , ý I DENSE TO VERY DENSE CRAY WHITE MICACEOUS SILTY SAND WITH SOME QUARTZ FRAGMENTS_73JL 4 14:55. ,7'56,. 6 F -~-. 4-SOF- O- 0Y -BROWN GRA.N .-__HD Li GY GRAN GN ,75,..56_ 7,s5 U 66.8 HOiD HD, DK GY B_ BI1 1H GN-____HD LI GY GRAN' GN 86*BX[L[L[[7 4.,3 74.7 78.1 79.0, 79.8 MflD , :rD RV-(Y .iwRT .140-rm~.t RID LI GY GRAX GN 736 .2 M'fD "WD GY BK BIlig10oN 7ii;D'ýHD LI M, MED~ -- ,. RAN rm.i jill-I -a Not to scale Page 2 of 3 CORE BORING RECORD BORING NO. NA-17 JOB -O1 A¢, ENGINEERING TESTING CO.bjs't- WA~rER 7-A81f 1~U[U U U[[U U[[II L[[DEPTH FT.79.8 80.1

83.2 DESCRIPTION

CORE BIT E% SIZ E7 MOD D GD Y 9G BI H GN! 960O RD1 LI TO0 MED GY G;PAN O3f 96 lBXP:LE V.36.2 REMARKS ODRING TERMINATED Il7[I I bJs Page 3 of 3 CORE BORING RECORD BORING NO ,--,-- -,JOB NO,.Cf.6.. 5 LAW ENGINEERING TESTING CO.-- WATER TABLE [U U[[[U U U[U[[11 DEPTH FT.

0.3 DESCRIPTION

CORE BIT ELE V.% SIZE REMARKS TOPSOIL AND GRASS w -"' 45. 6 Bag Sample 0 -8.0 Feet Undisturbed Sample 3.5 -4.5 Feet VERY STIFF RED MICACEOUS CLAY BROWN SILTY 740.64- N -18 8.0 STIFF TO VERY STIFF BROWN CRAY WHITE MICACEOUS SANDY SILT Undisturbed Sample 8.5-9.5 Feet Bag Sample 8.0 -25.0 Feet N = 9 Undisturbed Sample 13.5-14.5 Feet 735.6 730.6 N =9 Undisturbed Sample 18.5 -19.5 Feet-,Nz 11 715 .ý705. 6 N -14 N= 21 N = 25-N 25 36.0 L L VERY STIFF TO HARD GRAY BROWN BLACK MICACBOUS SANDY SILT 40.0 LI DK GY BK MOD IVED Light Dark Gray Black Moderately Medium HD BI HO GRAN GN Hard Biotite Horablende Granite Gneiss Page 1 of 4 I CORE BORING RECORD BORING NOI-A-18 JOB NO. _CH I.Q.5 LAW ENGINEERING TESTING GO, bjs-WATER TABLE [[DEPTK FT.40.0 DE SC RIPTION VERY STIFF TO HARD CRAY BROWN BLACK MICACEOUS SANDY SILT I?I.[[[[[[CORE BIT ELE V.-I -705.,6%.sz700,.6

695.68.0.5 675.6 REMARKS_ N= 36.N 31 N 26.N = 25-N 34 N 41[67.0 IiARD YELLOW BROWN VERY MICACEOUS SANDY SILT U[I[-N= 29 670.6 665.. 6 80.0-4 Page 2 of 4 CORE BORING RECORD BORING NO._NA 18 JOB NO. CH_ 1 06)5 N LAW ENGINEERING TESTING CO.I bjs-WATErR TABL-

[[[V[I DEPT14 F~T.80.0 DESC RIPTION CORE SIT ELEV.% SIZE",, REMARKS 84.0 90.0[[[T[[L L L I L VERY SOFT ROCK (NO RECOVERY)O0 SOFT MED GY AND BR GRAN GN 5x 60 HAWTHORNE BIT -VERY DENSE CY SILTY SAND 650.6 645.6'QUARTZ VEIN _ __640.6 VERY SOFT GY CRAN GN iMOD HD MED GY AND BR GRAN GN 66 635.6 BX____ __________________&30.6 MOD HD DK GY BK BI HO GN MDD HD LI TO MED CY GRAN GN SOFT DK GY BK BI HO GN MOD HD LI TO MED OY GRAN GN 80____ ____ ____ ____ _U._ _:1 6 25.740 Joint at 86.0 Feet 750 Joint at 115.7 Feet 104.0 104.5 108.0 115.7 115.9 116.1 118.0 120.0 Page 3 of 4 CORE BORING RECORD BORING NO NA -18 JOB NO. CH TisI2N LAW ENGINEERING TESTING CO.bjs WATEi' rABLj I.17 r C[[[11[[U 1.I FT.120.0 I L[I Page 4 of 4 CORE BORING RECORD BORING NO -_ 8 JOB NO. iO.i ,5 1 i_0 V LAW ENGINEERING TESTING CO.bJs b- WATER TABLE 1~[[r r[[[[[L[[1.I-oEPTH FT.0 DESCRIPTION CORE BIT ELE V.% SIZE 7 REMARIS* r ----- --VERY STIFF RED BROWN MICACEOUS SLIGHTLY SANDY CLAYEY SILT STIFF YELLOW BROWN MICACEOUS SLIGHTLY SANDY SILTY CLAY VERY STIFF YELLOW BROWN SLIGHTLY SANDY MICACEOUS SILT 15, Bag- Sample.-0.0 Feet 2 8 0*3~N 20,_N = 23 7, 75 ý4 N= 18:Undisturbed Sample 8.5- 10.0 Feet Bag Sample 10.0 -20.0 Feet 177--"3ý,N -17 18.0 22.0 765o.3 760.3.ýNN- 13-N 23 755.3j=-25?50.31 N 29 I I I 38.0 40.0 LI DK GY BK MOD MED HARD YELLOW SANPY ýSI'.745.3 BROWN PINK MICACEOUS Light Dark Gray BLACK Moderately Medium HD BI HO GRAN GN Hard Biotite Hornblende Granite Gneiss Page 'I of 4 CORE BORING RECORD BORING NO--~ la, U.JOB NO. -Cfli0iS --I binjaDD. AUJ ENGINEERING TSTI r. r. n I~ Y¶ 1-.5 ~~S~%~ L. S -5 5-- I(~ r~n r r r[L L DE PTHN f T.DESCRIPTION CORE BIT ELE V.% SIZE 745.3 REMARKS HARD YELLOW BROWN PINK JTCACE=US SANDY ---, ,HARD GRAY BROWN MICACEOUS SANDY SILT 74 3 a 39'N3.

• 4,5:
• 44;725 .53.'A7;.51 720.3".N 44 715 N 4 DENSE YELLOW BRO%'N AND GRAY MICACEOUS SILTY SAND WITH SOME QUARTZ FRA(MENTS 710.3 I L I 80'.0*N: ,.- 35 705,.3 _ N.=. 36 I bJs L Page 2 of 4 CORE BORING RECORD BORING NO, NA-19 JOB NO. -LAW ENGINEERING TESTING GO.ý- WArER TABLE

[r r I.[C lEFIrH FT.

80.0 DESCRIPTION

CORE BIT ELEV.%/ SIZE n .REMARKS.7n 3 DENSE YELLOW BROWN AND GRAY MICACEOUS SILTY SAND WITH SOME QUARTZ FRAGMENTS 1920.L[[[[[[[N 40'500 at 112.0 Feet 101.0 105.3 DENSE SILTY SAND WITH THIN LAYERS OF QUARTZ DENSE YELLOW BROWN AND GRAY SILTY SAND WITH SOME QUARTZ FRAGMENTS 110.0 112.3 112.8 115.5 118.3 120.0-1 ~-----RD LI GY GRAN GN MOD HD MED GY BK BI HO GN HID LI GY GRAN GN 680.3 675.3 670.3 665.[.L-L L L MD HD DR GY BK BI HO GN LD LI GY GRAN GN BX Page 3 of 4 CORE BORING RECORD NA-19 BORING JOB NO CH 1065 N bjs WATER TABLE LAW ENGINEERING TESTING CO. [C F C F[C C II[II C[[C C DE PT H FT.120.0 125.0 1

30.0 DESCRIPTION

CORE SIT ELE V.% SIZE, I6'i..REMARKS I -.HID LI GY GRAN GN MOD~t RD LI GY GRAN GN ,BX 100 At; t; 'T ,,,li' l ii 4 4..CORING TERMINATED, C Page 4 of 4 I IWATfRrbf CORE BORING RECORD BORING NO.. 19 JOB NO. __ N LAW ENGINEERING TESTING CO. r[r[[[[[[I[[I-[L L L WIPTH"FT.DESCRIPTION CORE BIT ELE v.% 7L' 2-REMARKS 30 1. .74 2 a ..ýýTOPSO'IL, AND CRASS STIFF BROWN NICACEOUS SANDY SILT-737,. 5-7 0 FIRM TO VERY STIFF BROWN GRAY WHITE MaCACEOUS SANDY SILT i I 732.6 727., 722., 717..7-6 Bag Sample 0 -4,0 Feet Undisturbed Sample 3.5 -4.5 feet--N 8 Bag Sample 4.0 -25.0 FeetýN =6 Undisturbed Sazple 8.5-9.5 Feet-N 12 Undisturbed Sample 13.5-14.5 Feet Undisturbed Sample 18.5-19.5 Feet-N 13 Undisturbed Sample 23.5-24.5 Feet-N= 15 L N= 17 1,76 L 6 ' = 166 37.0 40.0 LI DK GY BK MOD M, D DENSE BROWN GRAY WHITE MICACEOUS SILTY FINE TO MEDIUM SAND-N -31 rv I r-S -S -I)Light Dark Gray Black Moderately Medium GRAN GN Hard Biotite Hornblende:. Granite Gneiss 36.0 Feet of 2" Plastic Pipe left in hole Page 1 of 3 CORE BORING RECOR('BORING NO. -20 JOB NO. _1.Q:._ i6.a: LAW ENGINEERING TESTING CO.bjs-WATER TA8LE r r DEPTTH FT.40.0

41.0 DESCRIPTION

CORE BIT ELE V.% SIZE 702.6 REMARKS D'ESE BRO6N GRimY m.rITE RARD BROWN CRAY VERY SICACETUS SANDY SILT... .... II I I .: I f .I I .I I!I!,!,*1 r r[[r[[[[[[[I I[92.6 67.6)82.6 61 7.*6..677 2. 6-N -70' -N 40/3" (refusal)-Refusal N Refusal-N = Refusal N-- Refusal*N Refusal1/2 inch shear displacementi 7.7-- 4-4--?Zo R-LI ;'TO, ;MED OY' GRAN 'GN 100: 1 y 79~I.I -. ______________ I Wimrn vmf fl1 h-v T'.M. tfl :]4l rmi 62-.6*1 MICACEOUS SILTY FINE TO MEDIUM SAND[[Page 2 of 3 CORE BORING RECORD BORING NO..NA -20 JOB NO. .06 5_N LAW ENGiNEERING TESTING CO.ba-WATER TASLE I r[II[[[[DEPTM FT 83.97 88.6 88.8 89.4 90.1 92.0

92.2 DESCRIPTION

NOP," PD L4 TW .MED :GY: GRAN GN MOD RD DK-CY BK BI HO GN 110D HD LI GY AND BR GRAN GN 100P.:0'0.10 CORE BIT ELE V.% SIZE HOD HD DK GY BK BI HO GN MOD RD LI TO MED GY &BR A ON MQD RD.. DK 'GY BNK Bi HOON-MOD RD LI TO MED GY GRAN GN SOFT DK GY BR BI HO GN MOD HD LI GY GRAN GN 1-00 97.0 97.5 99.8 100.3 104.6 1O5.7 106.9 109.6 110.0 110.2 110.4 112.0 657.6 652.:6-647.6 ,342..6 637.6 6327. :6 REMARKS 820 Joint at 80.0 Feet.85° Joint at 82.3 Feet 740 Joint at 97.0 Feet 730 Joint at 104.7 feet ,, -, .. ..,.IOlD ýPDK CY BK_ BI HO GN M0D RDLI GY GRAN ON MnHDD DK GY BK BI HO GN MD HD LI GY GRAN GN 100'lr:x.MD HD LIGY 1_UAIMGN ,MOD RD DK GY BK BI HO GN .....N...)MD RD LI TO MED GY GRAN GN 100 100 SOD I-F.DL GCy BK _RN GNH MOD RD H)DR CY BK B I HON IMJD 14f) & tLAN. O. N T7[[U L I I CORING TERMINATED 627 .16 Page 3 of 3 CORE BORING RECORD BORING NO- NA.. -20 JOB No. _P1. 10,65 ._N LAW ENGINEERING TESTING CO.bjs WATER TA8E DEPTH FT.0 0.4 DE SCRIPTION CORE BIT ELEV.% SIZE 728.9.REMARKS__________I ~ -~ -- -.r U r[III[8.0 TOPSOIL VERY STIFF RED BROWN MICACEOUS FINE SANDY SILTY CLAY VERY STIFF BROWN MICACEOUS FINE SANDY SILT LOOSE BROWN CRAY MICACEOUS SILT FINE SAND STIFF BROWN GRAY WHITE MICACEOUS FINE TO MEDIUM SANDY SILT-N = .21 Undisturbed Sample 3.5-4.5 Feet_N 16 Undisturbed Sample 8.5-9.5 Feet Undisturbed Sample* 13.5-14.5 Feet 4 12.0 73.i9'17.5 Undisturbed Sample 18.5-19.5 Feet-N -10 Undisturbed Sample 23.5-24.5 Feet[[[U[[I-U U U 21.0 .VERY STIFF TO HARD MICACEOUS BROWN GRAY W11ITE SILTY FINE TO, COARSE SAND i7*698.9:'-N = 45 N;N m -60 693.9: 36.0]ARD DARK GRAY BLACK AND WHITE FINE SANDY SILT= 30/1" (Refusal)688.9 40.0 LI DK GY BK MOD MED Light Dark Gray Black Moderately Medium HD BI HO GRAN GN Hard Biotite Hornblende Granite Gneiss Page 1 of 2 CORE BORING RECORD 13ORLNG NO-ilqA-2 l*bi j' W ArCD rA/ AW rKAGINdFFING TESTIN.n co G CO D[PTH FT.

40.0 DESCRIPTION

CORE BIT ELE V.% SIZE 688.9 REMARKS.[HARD DARK GRAY BLACK AND WHITE FINE SANDY SILT (DECOMPOSED HORNBLENDE GNEISS)l I[U U[r[[[[L[L.163.9 , 53.5 55.1 55.5 56.0 59.9 60.2 61.7 62.1 62.2 62.4, 62.7 63.0 63.5 63.8 64.0 64.2 68.8 70.6 71.4 71.5 73.5'-I-MVOD HD Li TO MED GY GRAN GN ,SOFT MEDDL O GN GY GRAN ON MD~D HiD LI IT) MED GY GRAN GN VERY SOFTDK.,GYBK BI HO ONR IVUD HD LI TO MED QY GRAN ON l'DRDK GY~2~L VýERY SOFT--V( LYBL-jON-, SOFT MED GY GRAN GN 100 sOFT DI( CY 1I1 13J GN 673 .,, 668.9 56-3.9.N = 20/0" (Refusal)-N = Refusal Vertical Joint at 57.5 Feet 610 Joint at 65.0 Feet-4;SOFT MED CY GRAN GN ,")D RD LI TO NED GY GRAN ON SOFT DK CY RI HD ___SOFT LI TO ME) CY GRAN GN ,HDDiRD DR-GY BI HD LI TO ,MD..-,' 9 1MOD RD DK CY BK BI HO ON MOD HD 1 TO MED GY GRAN GN)D HD LI TOF ED GY GRAN ON 1011J.1.-I.-CORING TERUNNATED L 658.9 Not to scale Page 2 of 2 CORE BORING RECORD bjs BORING NO NA-21 JOB NO. CI V'65N--- WATER TABLE LAW ENGINEERING TESTING CO. DEPTH FT 0t~wUfIPTION ELEV

• PENETRATION-BLOWS PER FT.0 f I'7.0 ii (U 17 I[I II.14.0 30.0 33.0 U 11 I 38.0 40.0 CONTINUED....Page 1 of 2 1, RO~ING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF BLOWS OF .40 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN, I.D: SAMPLER I FT.TEST BORING RECORD BORING NO NA-22 JOB NO 5092 LAW ENGINEERING TESTING CO.ij 00UNDISTURSED SAMPLE.150]I % MOCK~ CORE RECOVERY",i" "*Al ..R TA8L., 2'4 H R--D-- WATER TABLE, I HR.4 LOSS OF DRILLING WATER

[I'I[r L F I 1~I[I L I DEPTH FT.40.0 I 45.0 58.2 66.2 uI:.tA;IPTION UL~~ ~flONELEV s PENETRATION -BLOWS PER FT.Page 2 of 2 BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE t.4 IN I.D. SAMPLER I FT."T WATER TABLE,24 HR." WATER TABLE, I HR.50 1 % ROCK CORE RECOVERY , LOSS OF DRILLING WATER TEST BORING RECORD BORING NO NA-22 DATE DFOLLEOi.07___ Ba6:JOBiNO 5092 LAW ENGINEERING TESTING CO. I.F F F 1.15 i. 10*1.05[[[r[[[1.00.95 0 .90.85[I I.80 5'A.OW IL.o _4 3 W 9t_J),1 1 -.3 .4 .5 .. ... '1 2! 3 4 5 A e 12 0 , 40ý0 10 I 8__. O F brown and white ficaceous fine to medium silty s~and ..L OMPRESSION INDEX 0. &.8 UtT WEIGHT- 85.8 pcI WATER CONTENT 11.i 1 %SATURATION 26%specific gravity 2.6.VERTICAL PRESSURE IN KIPS PER SQ. FT.CONSOLIDATION TEST BOR1NG NO. NA22 -SAMPLE NO. UD- 2 ELEV, OR DEPTH 15' Jo. NO. 5092 LAW ENGINEERING TESTING OOMP 1 NY bjs Io- V-t -mw r"". -~U S STANVOID SIEVE SiZES FArI -PorrrIT iivov"0 I.-0 70 sc-3c Ic-'I I'I V , .-i ;;'; , '.!100 1 0.1'4301CtWI GA -IN MILIETR: .: , l : .I ' ' ...... ,,I i .. .* -j-i I 'GRAIN 'IZE GRAVELIMTND DER1:-lOASE FiN, -CAREJ ME IUMFN I SL IE ,:,LYSZS k BORING' N0- DEPIM HAT WC -.*L LI'P, DESCRIPTION OR cLASSICATIo. GRAIN SIZE DISTRIBUTION NA-22 Firm Brown and White, Micaceous UD-2 15 8.2 Silty Medium and Fine Sand LAW ENGINEERING TESTING COMPANY bj a I. [F I (uttiGIPrIONI DEPTH FT.ELEV

• PENETRAIION-BLOWS PER FT.[[C F.I'I.[C[C I I[C L V I BORING AND SAMPLING MEETS ASTM 0-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS TIHE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.--SLr WATER TABLE,24 HR.UNDISTURBED SAME --=x- WATER TABLE, 1HR.1501 % ROCK CORE RECOVERY -4 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO----. 23 DATE OWLLED..J2lZ1._

Joe NO 509O LAW ENGINEERING TESTING CO. 1'~F r r DEPTH FT Ut- scRIPTION ELEV

• PENETRATION-BLOWS PER FT.40.0 43.2.Page 2 of 2 I-I.BORING AND SAMPLING MEETS ASTM 0-1581 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. ID, SAMPLER I FT.US WATER TABLE, 24 HR.UNSTBED SAMPLE ---D,:- WATER TABLE, I MR.1 50 1 % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO NA-23 DTE DFOLLE0 1 0 7 1 6 6 J08 NO 3u" LAW ENGINEERING TESTING CO.

2' -5 6 7 8"I" f z' I N KIPS PER SQ. FT MOHR DIAGRAMS-4'[ --.4 E_ 61 I i.... I i 1 2 3 4 5 6 7 8 AXIAL STRESS IN K(IPS PER SQ.FT.STRESS-STRAIN CURVES Before Af ter ...Soak Soak*COHESION", C 0.2 .. ...ANGLE OF SHEAR RESISTANCE,# 15 .50 TE UNIT WEIGHT, ..10.3 12.8.1 TRIAXIAL SHEAR TEST WATER CONTENT W 14.3Y 28.0% BORING NO. --NA 2 3 SAMPLE No. UD-2 VOID RATIO. e 0.79 0.79 ELEV. OR OEPT1 2Q' JOB .o. 5092 Saturation: _93.8%Loose white to brown. micaceous silty LAW ENGINEERING TESTING CO.medium and fine sand. I F F F F[F F, 1.00.90 TT~1 ~ -_____ __ _IN I , .80 0[[I II.70 5 4 L[I F.1 00 zI-I-4.J Z;z-J 3 2":I-4.~ 00 09 i 0 '1 r 'jý ýOT , .2.3.4 .5 .6 B I 4 8 10 20,2 3o: 4 Jse white to brown VERTICAL PRESSURE 14 KIPS PER SO. FT.nicaceous silty medium and fine sand CONSOLIDATION TEST COMPRESSION INDEX 0.30 LtT WEIGHT 93.1 BORING No. NA 23 SAMPa.E No, UD- I WATER CONTENT 11-8 ELEV. OR DEPTH 10' 4o0 No, 5092 SATURATION -2 LAW ENSINEERtNG TESTING DOMPANY bjs [DEPTH FT UtSCH IPTION ELEV e PENETRAYION-BLOWS PER FT.0 IT r[5.0 15.0 V f f Ii[I[[I 38.7 BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMlER OF BLOWS OF 40 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE V4 IN. 1.D. SAMPLER I FT.0SWATER TABLE,24 HR, j UNISTURBED SA1MP%.CE REO-- WATER TABLE, I HR.J 5l % ROCK CORE RECOVERY 4 .LOSS OF DRILLING WATER TEST BORING RECORD BORING NA NA-24 DATE DRILLED 0 JOB NO ... 5f9z._LAW ENGINEERING TESTING CO. DEPTH FT 0 OL," .;HIpT O N ELEV

• PENETRATION-BLOWS PER FT.17.U 11 U 1~I t 35.0["[[40.0 CONTINUED

.....Page 1 of 2 BORING AND SAMPLING MEETS ASTM D-I5S6 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF SLOWS OF 140 LB HAMMER FALLING 30 IN. REOUIRED TO DRIVE 1.4 IN. i.D. SAMPLER I FT.UNISUE M WATER TABLE,24 HR.UNDISTURBED SAMPLE ~ -:-. WATER TABLE, I HR.50 1 % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD ii BORING NO NA-25 DATI DFLLE 9/,0Z.!!2kL/ JOB NO 5092 LAW ENGINEERING TESTING CO. I I I r r DtPTH FT.UCt i.mPTlON ELEV* 9 NETRATION -BLOWS PER FT.40.0 41.3 48.r U.II 17.1.[I[[L Page 2 of 2 I.BORING ANO SAMPLINO MEETS ASTM 0-15i6 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF &LOWS)OF 140 LB HAMMER FALLINQ 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.UWATER TABLE, 24 HR.NT E P-:-:- WATER TABLE, I HR.soi % ROCK CORE RECOVERY 4l LOSS OF DRILLING WATER TEST BORING RECORD BORING N4 NA-25 DATE DR'LLED 1QA.216 JOB NO 5092 LAW ENGINEERING TE3TING CO. [F DEPIH FT.0 U)t3SUlIpTl0N ELEV

• PENETRATION -BLOWS PER FT.I L[t U.25.0 30.0 tj/40.0 CONTINUED...

Page 1 of 2[1 I BORING AND SAIPLItNG MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NLMBER OF BLOWS OF 140 LBL HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.UNDISTURBED SAMPLE -M WATER TABLE 24 HR.J-:--- WATER TABLE, I MR.$50 1% ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO NA- 2.6 DATE DRILLED.._ 1 0/8 ,/6 6 JOB NO 5 2 LAW ENGINEERING TESTING CO. F F V[Ii DEPTH FT ULOE(R IPTION ELEV

• PENETRATION -BLOWS PER FT, 40.43 I 57.0[F 17 63.7 1'Ii, I.11[17 I Page 2 of 2 BORING AND SAMPLING MEETS ASTM D-1506 CORE DRILLING MEETS ASTM 0-2113 PiENETRATION IS THE NUMBER OF, BLOWS OF 140 LB. HAMMER FALLING 30 IN, REQUIRED TO DRIVE 1.4 iN. 1.0. SAMPLER I FT.TEST BORING RECORD BORING NO NA-26 DATE DoR L L E 0 --- 8/ 6 6 JOB NO 5092 LAW ENGINEERING TESTING CO.SoI- oUNDISTURBED SAMPLE 30 1 % ROCK CORE RECOVERY"IF WATER TABLE, 24 HR. WATER TABLE, I HR.4- LOSS OF DRILLING WATER

[I.[r r Ii[IL.In an 3 2 a I N KIPS PER SO FT.MO0H R DIAGRAMS- `I I T' 1 F1 2[. 4 6 10 112~14 ii 16 18 20 122 24 F irm white t micaceous si medium sand:o brown Llty fine to AXIAL STRESS IN KPS PER SQ. FT.STRESS-STRAIN CURVES I-I 1~1~.n i~~r A-' fl I...1C OCOHESION", -, ,U KSr C- U.OJ KS ANGLE OF SHEAR RESISTANCE.1 11".5 UNIT WE I*T. il, 2.S& 12U6.0 WATER CONTENT .807... 21.2 VOID RATIO, e .0.60 e060 saturation,s 36% 94%L Consolidated Undrained Soaked TRIAXIAL SHEAR TEST BORING NO. NA 26 SAMPLE No. UD-1 ELEV. OR DEPTH.1_.5,. .J NO, 50o LAW ENG4NEERING TESTING CO, Before Soak kfterýoak [.7[I[,7 I.6.6'F F I.F IO-i- II 59 5 I-V! A I0 7 : .-.-5 t I I I. + 'I ' I: ... " , .t 0 5 .. .! I ! ;r ,F" ,l [, ;2 I-.4 I[I[[I[I[[5 4 40 I .... .. " 4 2z 3 2 0 0.1 2 .3 .4 rm white to brown....-caceous silty fine to medium sand COMPRESSION INDEX 0.22 UNHT WEIGHT 105,7 Rcf WATER CONTENT 8,2 %SATURATION 31 1'bjs Lilli I¶i*W T 0U-i x" 1 W~If++ ... I' , Co S~p-.56 S8 VERTICAL I 2 3 4 56 8 10 PRESSURE IN KIPS PER SQ. FT.20'30 40 " CONSOLIDATION TEST BORING NO. NA 26 SAMPLE No, UD-I ELEV. OR DEPTH 15' oe 1 5092 LAW ENGINEERiNG TESTING OOMtPANY I, 1"[[F r 17[S[[I[I.EPT H FT'r_.L)L ELEV

• PENETHATION-BLOWS PER FT.12.0 27.0 33.0 I 1.I I I I..I 6OC 13" Page 1 of 2 bj s BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF ILOWS OF 140 LB, HAMMER FALLING 30 IN. REQUIRED TO DRIVE [.4 IN. ID. SAMPLER I FT.0 WATER TABLE,24 HR.N RB S L- WATER TABLE, I HR, 50 1% ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO NA-27 DATE DRILLED 10-10-66 JOS N 092 , LAW ENGINEERING TESTING CO.

[L)UPTH FT ULSM.IPTION ELEV s PENETRATION-BLOWS PER FT.,10 20. 30 40_ 60, 80 f f r V r V (Si ii: F U[11 I I I I t 77.0 bjs BORING AND SAMPLING MEETS ASTM 0-1566 CORE DRILLING MEETS ASTM 0-2115 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. ID. SAMPLER I FT.w WATER TABLE,24 HR.N WATER TABLE, I HR.1 01% ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER Page 2 of 2 TEST BORING RECORD-NA-27 BORING NO DATE DRILLED 0..,. 6 6 JOB NO. 092 LAW ENGINEERING TESTSI" CO. F f.I, r F F, I-I'w z U)77--4 17~-~I M1~ ----24-- --.-4:2 F[I I{.I L I I L[I i((0 IN M OHR KIPS PER SO. FT.DIAGRAMS- -P 0.040 0.200 0.1oo 0.200 --0.240 0 2 4 lo1 SPECIME14S REMOLDED TO AXIAL STRE UNDISTbURQED D.NS ITY ,SPECIFIC GRAVITY 2.67 TE COHES £(JriT '--'-1 KSF COHESoNmm", C -2= Ka ANGLE OF SHEAR RESISTANCE, 32 .5 UNIT WEIGHT. g 108,1 PCF (WEI)WATER CONTENT W___________ VOID RATIO.ýe 0 d./16 TANS MiCACEOUS, FINE TO M XIUM, SILTY SAND 1 12 14 ' 16 .S.S IN KIPS PER SOFT.S-STRAIN CURVES CONSOLIDATED QUICK TRIAXIAL SHEAR TEST NA-27 UD-1 BORING NO., SAMPLE NO, ELEV. OR .DEPTH 0 FT JOB 5092 LAW ENGINEERING TESTING 00, 0.830 I F[[[U[I[II F 0. 790 0.750 0. 110 0.' 6730.I 20 0...27 ;. 4 .5 .6 -A 1 2 ",3 4' 5 6. J 1020 30'I I I 0.590 0,550 2.000 2 2.000 9L)X20Oý ~8oo 1 Cr,400ý'0. 00o w.0 z a I I w a:3 I I.I VERTICAL PRESSURE IN KIPS PER SQ. FT SPECIFIC GRAVITY 2.67 cOMPRESSION NX 0.078 CONSOLIDATION I LINIT WEIGHT 108-1 P-C1F (WET) BORtING NO§IA_27 SAMPLE WATER CONTENT 11.3% ELEV. OR DEPTH .0 FT JOB SATURATION 42.1% LAW .....TAN, MICACEOUS, FINE TO MEDIUM, SILTY, SAND (SM) LAW ENBINEERH TESTING rEST 140 UD- I No,: 5092 toMP~r B UvS STANDARD SIEVE si-ZES 3~4 38 4 .0 2 4 0 000 200 10'0 ' ..,1' * .% * .w .I I ,,,,, I ..I. .' .I L: a: J" " i ",a I E 90 Jz cc.U4 CL'Go hi K_12771 K- L~~*1-t-4 Li~+/-H+/-L.I I-1* *t~---*--- Pill.21 I I. 4.all a .1.-I- I* H.4 1.~L4l .~P.~,J&~4a ~ I.I I I S HI I 4&L4 H 11~1 I'I I.-...~ ~.J..,1-.* I;, I., ~.P. I~4L 4.4, ~J......... 1-" tI .. i jw1 I..WI LilhI~LLK 1.I I 41 -j I ~-I 4.-I 11~40;2%0 to o00 GRAMP SliZE IN MILLIMEftRS-001 o0O0 GRAVEL SAND.: F.INES DOE R j :C O B B L E S O A R S E .... F iN E F NCO A R S E I i F I E " .. S. L T S IZ E .-LA Y S IZE S 6-BORING NO ElEV OR. DEPTH NAT WC IL ;PL P1 DESCRIPTION OR 'CLASSIFICATION

• GRAIN ATSIZE DWSTRIB UR IG A " t$~ j U .. ......NA-27 10,, FT T1) TAq, NiCACEOUS, FINE TO MEZDIUM,, S ILTY UD-I SANiD (S)BN. 5.09,2 LAW EINEERING TESTING COMPANY Z--l -I -ii 'l ii-l " "

[r I.F[DLPTH FT.0 U~t:6GHl P'TIO N ELEV 9 PENETRATION-BLOW$ PER FT.3.0 13.0 17[ii:[I[I[t 20.0 F I I I t 39.0 Page 1 of 3 bjs BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1,4 IN.IC. SAMPLER I FT.UNDISTURBED SAMPLE WATER TABLE,24 HR.------ WATER TABLE, I HR.50o % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO NA-28 DATE DRILLED 10-5-66 JOB NO 5092 LAW ENGINEERING TESTING CO. F r I.UEPT1H FT OL tSCHIPTION ELEV

• PENETRATION-BLOWS PER FT.40.0 z.5 r[C U,['7[L I: t I[I I I I Page 2 of 3 boiNGs AND SAMPLING MEETS ASTM D-1586 CORE MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30IN. REQUIRED TO DRIVE 1.4 IN. I.0. SAMPLER I FT.-WATER TABLE, 24 HR.0 UNDISTURBED SAMPLE -WATER TABLE, I HR.1O 1 % ROCK CORE RECOVERY 44 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO __- 28 DATE DRILLED 10-5-66 JOB NO. 5092 LAW ENGINEERING TESTING CO.

I r FT 80.0 .: Utr.,HPrI ON ELEV e PENETRATION-BLOWS PER FT.Ii I.'7[[hI[II: I I I I-1~[I 112.0 Page 3 of 3 bORING, AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF' BLOWS OF 140 LB. HAMMER FALLING 30IN. REQUIRED TO DRIVE 1.4 IN.ID. SAMPLER I FT.N WATER TABLE,24 HR.UND4STURBED SAMPL.E ~ WTRTSE R-0DR'CO REV WATER TABLE, I WR.50 1~ %/ ROCK CORE RECOVERY 44 LOSS OF DRILLING WATER TEST BORING RECORD NA -28 BORING No DATE DRILLED 10-5-66 JOB NO 5092 LAW ENGINEERING TESTIN CO. I, F F r I U 17 ri[1 I F'I I I I 0.41 4 3 2 c ,, .1 .*t~(T IN o i 3 4 '5...M OHF 0.0 0I ., 0.160 0.200 0.240 :0 1. 2 3-4 5 AXIAL STRES STRESS SPECIFIC CRAVITY 2.69 COHESION",

• 2.50 KSE d. 1.65 KSF ANGLE OF SHEAR RESISTANCE.

9 UNIT WEIGHT, 3r 102.2 PCF (WET)WATER CONTENT., W VOID RATIO, e- 0.943.BROWN, 11ICACEOUS, FINE TO MEDIUMl, SANDY SILT 6 ' '8 KIPS PER SQ FT DIAGRAMS-- S IN KIPS PER SO.FT.-STRAIN CURVES I I L t CONSOLIDATED QUICK TRIAXIAL SHEAR TEST NA- 28 UD-2 BORING NO.- I -SAMPLE NO.ELEV. OR DEPTH 15 FT. JOB NO. 5092 LAW ENGINEERING TESTING CO. B -- -~ xJ U S STANDARD SIEVE SIZES" 3( " ,, '0 20 40 .. o 00 200 gM -__ 8ý0.70 60 40 CLi r L~ ~~i"7-~-~K ~ -V ii-I-4....t ~ I II-I iii -4* 2. I F 4 4 L-t J~LK.P4-~ I.4 t ITI.1 t I~~j j F2hh.4,.4. I-j2 -.~I--~ *i ~1 1 I ~ I Vt7 A- 44 LLAi IL-.4--4 4 ~.......... 20 I0--..L..--J. .L 11717FIT4 K- F.rIr E ULt ______________-- ___,I 100 10 10 0. 001 ...1 GRAIN SIZE IN MILLIMETERS ,ou GRAVELO[ SAND " -F ,INES IDE RS -OBL OAIRSEý FINE bliASE MDltUNl FINE SILT SIZES AYSZNO 'ELEY OR DEPTH NAT WC L L PLý P I DESCRIPTION OR CLASSIFICATION .' .. ..G R A IN SIZ E D IST R IB U T IO N NA-28 15 FT. 18.31 BROWN, MICACEOUS, FINE TO MEDIUM SANDY SILT JOB NO. -5092 LAW ENGINEERING TESTING (OMPANY B-- F[ 0[I.12.0 16.0[I C F T H T ULS(MIlPTION ELEV

• PLNETRATION-BLOWS PER FT.U U[[33.0[1.Page I of 3 bjs BORING AND SAM4PLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-21I3 PENETRATION IS THE NLMBER OF BLOWS OF 140 LBL HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.TEST BORING RECORD ,[00 UNDISTLUBED SAMPLE i SoI % ROCK CORE RECOVERY V WATER TABLE, 24 HR.--;- WATER TABLE, I MR.4 LOSS OF DRILLING WATER NA-29 BORING Ný 2 DATE DRILLED.Joe NO 5092 LAW ENOINEERING TESTING CO.

I F F I I F f[[[I[I I[[I DEPTH FT Ut .tC I P" 0oN ELEV 9 PENETRATION-BLOWS PER FT.40.0 49.5 bjs BCOING AND SAMPLING MEETS ASTM D-t568 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING No IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.S"W" WATER TABLE, 24 HR.H UNDISTUABED SAMPLE WARTALIl.-;OU- ROCATER TABLE, IL R.So0 I( %ROCK CORE RECOVERY LOSS OF DRILLING WATER Page 2 of 3 TEST BORING RECORD BORING NO NA-29 DATE DRILLED 10-6-66 JOe NO 5022 LAW ENGINEERING TESTING CO.I DEPTH FT 80.ULLS(NIPTIO N ELEV a PENETRATION-BLOWS PER FT,[r I:[C[Iii[II I I I[[[I..I.96.0 bj s BORING AND SAMPLING MEETS ASTM D-15S6 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB, HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN.I.D. SAMPLER I FT.U WATER TABLE, 24 HR.UNDISTURBED SAMPLE ---r- WATER TABLE, I HR.So0I % ROCK CORE RECOVERY 44 LOSS OF DRILLING WATER Page 3,of 3 TEST BORING RECORD BORING NO NA-29 DATE DRILLED 6 Joe NO. 5092 LAW ENGINEERING TESTING CO. Ii F F[F F 0.ILJ 4... - I 7 T ' --... ......*~ i7 ..... ,-L -. -.--121 1) 2 2 .0o 12 114 16 1.8 162,22 24 0" 1N KIPS PER SQ. FT.MOHR DIAGRAMS-- 4 F 2[1/0.000 O.040 0. 080 (3 .20 0.160 0.200 0.240 II[F.1.F., F.1 0 2 SPEC LMNS REMOLDED TO UNDISTURj3ED DENSITY 8 10 12 14 16 AXIAL STRESS IN KIPS PER SQ.FT.STRESS-STRAIN CURVES SPECIFIC GRAVITY 2 -0 OCOHESION , C -0,25 KSF'ANGLE OF SHEAR RESISTANCE.* 36.25'UNIT WEIGHT, T 96j9 PCF (WET)WATER CONTENT. W 1-0.5%-VOID RATIO. e 0.921.GRAY AND BROWN MICACEOUS FINE TO MEDIUM SANDY SILT CONSOLIDATED QUICK TRIAXIAL SHEAR TEST BORING NO. NA29 SAMPLE 140. UD_..2 ELEV. OR DEPTH 20 FT. JOB NO. 5092 LAW ENGINEERING TESTING 0O. B r DE.P'T H FT.L).SCHIPTI ON ELEV s PENETRATION-BLOWS PER FT..[5.0 F[r I[I[U, Ii Ii[I[1~11.0 38.5 I.I bjs BORING AND SAMPLING MEETS ASTM D-158i CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1,4 IN. I.0. SAMPLER I FT.oUNOiSTURBED SAMPLE WATER TABLE, 24 HR.--r'- WATER TABLE, I HR, 501 %,ROCK CORE RECOVERY 4, LOSS OF DRILLING WATER Page 1 of 3 TEST BORING RECORD BORING NO NA-30 DATE DRILLED1 OB NO. 5092 LAW ENGINEERING TESTINQ CO. I[[OLPTM FT.40.0 Ot5UCH IPI"ION ELEV

• PENETRATION-BLOWS PER FT.F[.(I r[I U[I I.I..[61.0 I.I.bj s BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER Of BLOWS OF 140 LB. HAMMER FALLING 30 IN, REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.N WATER TABLE 24 HR.UNISTURED P ---- WATER TABLE, I HR.501% ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER Page 2 of 3 TEST BORING RECORD BORING NONA-30 DATE DRILLED 10-76 joB NO 5092 LAW ENGINEERING TESTING CO.

DEPTH FT 80.0 UkSUHIPTION ELEV .PENETRATION-BLOWS PER FT..97" C Li[I I I L I I I L Page 3 of 3 bjs BORING AND SAMPLING MEETS ASTM D-1586 'TEST BORING RECORD CORE DRiLLINO MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF SLOWL OF 140 LB. HAMMER NA-30 FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT. BORING NO-WATER TABLE,24 HR. DATE DRILLED .1-7-66 OW UNDISTURBED SAMPLE -'-Tr WATER TABLE, I HR. JOS NO 5092 I 0I % ROCK CORE RECOVERY -4 LOSS OF DRILLING WATER LAW ENGINEERING TESTING CO. F a I 4 2 4 0~~~~~~~ 0 H ..::....l+-2 MOM 0.160 0.240 0 2 : .6 ý8 10 AXIAL STRES SPECI-ENS WERE REMOLDED STRES'TO UNDISTURBED DENSITY SPECIFIC GRAVITY 2.67*COHESION") C I fr ILtE." v. 160 up 28.0'ANGLE OF SH.EAR RESISTANCE. 2 UNIT WEIGHT, I' 94.6 PCF (WET)WATER CONTENT. W 175.1.069 VOID RATIO. e:12 LA J6.N KIPS PER SQ, FT R DIAGRAMS- )12 14 16 18$S IN KIPS PER SQ, FT.b-STRAIN CURVES CONSOLIDATED QUICK TRIAXIAL SHEAR TEST BORING NO. NA-30 SAMPLE No, UD-1 ELEY. OR DEPTH 10 FT. JOB NO. 5092 ANDY SILMAW ENGINEERING TESTING CO. B TAN, MICACEOUS, FINE TO MEDIUM S If 4 f I[17 F'7 F[I[I U 0,00 0,40 0.12.16 0.2000 0,240 0. 24ýC 5 6 7 8 G " IN KIPS PER SO. .FT MOHR DIAGRAMS-- I 1~11 0 1 2 3 4 5 6 7 8 ,AXIAL STRESS IN KtPS PER SQ.-FT.9 10 11 12 F I SPlECillENS WFRE REMOLDED TO UNDISTURBED DENSITY STRES<SPECIFIC GRAVITY 2.57 COHEsION, c 0. 98 KSF c. 0.80. KS..ANGLE OF SHEAR RESISTANCE.1 21.5 UNIT WEIGHT. 7 99-9.9PCF (WET)..14.1%WATER CONTENT .W VOID RATIO. e 0.833 TAN, MICACEOUS, FINE SANDY SILT ,-STRAIN CURVES T RIA Xt'%fU ' Si NA-30 UD-2 BORING NO .SAMPLE INO.20 FT 5092 ELEV. OR DEPTH -JOB NO.LAW ENGINEERING TESTING CO. B I. Ir 1.100 F-[[[F F[I F 1. 000 0. 90 o 0. ,9 00[I hi U 2 600... .. --II--. -A.- I ----; f A -1 :1 1 : 1 J 0 0.1 .2, 5' .5. SI 2 3 A45 oa10 20 04 VERTICAL PRESSURE IN KIPS PER SO. FT 0.500 0.400 4.000[ IL 33.200&.600 w0.000 PO t z 0 1!I1 SPECIFIC GRAVITY 2.57 COMPRESSION INDEX 0. 295 LIMT WEIGHT 99.9 PCF WET WATER CONTENT -14.1 SATURATION A ;7.TAN, MICACEOUS, FINE SANDY CONSOLIDATION TEST.BORING NO. NA30 SAMPLE NO. UD2 20 FT592 ELEV. OR DEPTH JOB F 0 , 1 509,2 LAW ENGINEERIM TESTING b0hiANy B S ILT r[I r[r I'[[I DEPTH FT 0-LL~tcHIp11oN ELEV s PENETRATION-BLOWS PER FT. '788.4 12.0i I II 27.0 30.0 I I I I I I I bjs BORING AND SAMPLING MEETS ASTM D-156 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. ID. SAMPLER I FT.U WATER TABLE,24 HR.N--ITU--,A-WATER TABLE, I HR.50 % ROCK CORE RECOV'ERY 4 LOSS OF DRILLING WATER Page I of 2 TEST BORING RECORD BORING NO A-3, DATE DRILLED10 6 6 JOe NO 5092 LAW ENGINEERING TESTING O. [[r-DEPTH FT.DESCRIPTION ELEV

• PENETRATION-BLOWS PER FT.748.4o 40.C I0 20~f~'4O R(I art Itfo 10 20 m- 40 60 f VVV SOFT WEATHERED ROCK DRILLED WITH HAWTHORN BIT 743.41 53.75 REUSAL BORING TERNINAtED

[[j 1 Ii[I 11[11 L I I I I TT~ ~~~t"'L3.L. I I I ~ltt I I I iriii I j i II 11 I I i.~ ~II I t f'It I i ~I I I I I j 1~1~ 1 1'I'I I I H________ I. I I I I I I ~uI IGO3+I.2]bjs BORING AND SAMPLING MEETS ASTM 0-I*06 CORE DRILLING MEETS ASTM D-2I13 PENETRATION IS THE NUMBER Of' BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1,4 IN. ID, SAMPLER I FT.1 WATER TABLE, 24 HR.-ND-T-UE-WATER TABLE, I HR.50 1 % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATIER Page 2 of 2 TEST .BORING RECORD BORR4 NO ,A-31 DATE DRILLED , 2- 6 JOB NO coflq'LAW ENGINEERING TESTING CO. a.[[[I,[.U.44 w x0_ -lE S2!,1 IC, 17[I V I.LI I.ii!(./O* 0IN KIPS PER SQ DIAGRAMS FT.0.000 0.040 0.080 0.120 0.160 0.200 0.240 0 4 5 6 7 8 AXIAL STRESS IN KIPS PER SQ.FT, STRESS-STRAIN CURVES 10 1.L L I.2.75 KSF c. 0.55 KSF"COHIESION " C ... ...... ..ANGLE OF SHEAR RESISTANCE.+ 7.0 UNIT WEIGHT, Ir 117.0 PCF (WET)WATER CONTENT. W 23.7%vOID RATIO,^-e 0.777 GRAY AND BROWN, MICACEOUS, FINE TO MEDIUM SANDY SILT C0NSOLIDATED QUICK TRIAXIAL SHEAR TEST NA-31 .UD-2 BORING NO. SAMPLE NO..ELEV. OR DEPTH 20 FT. JOB NO. 92 LAW ENGINEERING TESTING CO. B I.1~[[[[I 1.100 1.000 0.900 0.800 F I A I IN[[j Ii I[0. 7OO 0.500 0,400 2.000 E 1.600 2. 00& i800 400 0.000[I I I.I I.1 .2 .1 .4 :5-4 a1 2 3, 4 5 SI 20-030 40 U w~II*VERTICAL PRESSURE IN KIPS PER SQ. FT 20 SPECIFIC GRAV.ITY 2.70 coummoSio IWEX 0 9 .. , -.. CONSOLIDATION TEST LNT WEIGHT 117.0 PCF WET ORING NO. NA31 sAmpL No. UD-2 WATER ONTIENT ,LEV. OR DEPTH 20 FT 0 POO.' 5092-SATURATION 82.4%CRAY AND 'BROWN, MICACEOUS, FMIN TO MEDIUM SANDY .LAW ENGINEERII TESTING OOWWY B f/2: I-.GRAIN SIZE :IN MILLIMETERS I OU LJ S!A .N D 0,FIN ES DER COARSE_ FINE 'COARSE; MIEDIUM F'iNE SILT sIZES CLA* SIZES 8OR0NG NO ZELEYVoR DEOT. NAT WC PL: :P 01 ESCR.IPTioN OR CLASS..CATI.ON ... GRAIN SIZE DISTRIBUTION -31 20 oFT. -2:31'7 GRAY MIAC.EOUS, Ufl;-.2 Fl TO, MEit 4M-SNDY,- SILT, Jo S002 LAW. ENGINEERIG TES NG ODMPANY B- [[r[[[[I[DEPTH FT Ut.zGHIF1]ON ELEV e PENETRATION-BLOWS PER FT.0 767.9 o 10 20 30 40 60 80100 60.STIF REDDISH BRMOWN"ClAYE-Y INE SANDY SILT BRowN MEDIUM SANDY MICACEOUS, SILT 7A9 ',Q 7579 __.4 8.0 13.0--_.Wý752.9 SQFT 'RED AND TAN MICACEOUS FINE TO" MEDIUM SANDY CtAYEY StLT..-ii*1 Ii 18.0 28.0 33.0 FIRM GREY TAN MEDIUM TO FINE SILTY SAND FIRM GREY BROWN MEDIUM TO FINE MICACEOUS SILTY SAND DENSE TAN MEDIUM TO FINE MICACEOUS SILTY SAND VERY DENSE TAN MEDIUM TO FINE MTICACEOUS SILTY SAND_- --I 7 42.9 .U 73_7. 9I'l32.9 ,,,9f-, 747.9 I* I I[[I 38.0 727.9 bjs BORING AND SAMPLING MEETS ASTM D-15S CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF SLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.Page I of 2 TEST BORING RECORD BORING NO NA-32 DATE DRILLED 6 Ljoe NOE 09 CO2 LAW ENGINEERING TESTING CO.No UNDISTURBO SAMPLE S50 1 % ROCK CORE RECOVERY--qr WATER TABLE, 24 HR.-Q-- WATER TABLE, I MR.4 LOSS OF DRILLING WATER I'.DEPTH FT DOSCRIPTION ELEV 9 PENETRATION-BLOWS PER FT.40.0 727 .%I0 20 40 A0 AM3 too r r 10 20 30 40 IVV VERY DENSE TAN MEDIUM TO FINE MICACEOUS SILTY SAND 1722.:S K 45.0 V_r[r[Iii[Ii.SOFT WEATHERED ROCK DRILLED WITH HAWTHORN BIT ROCK ENCOUNTERED BORING TERMINATED TI } 1' t cK___ .__

• i.K I i1 7073 * .P2 9 o ÷, I (I I[[L I I I 66.0 bjs BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB& HAMMER FALLING 30 IN. REOUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.-UNDISTURBED SAMPLE 2w WATER TABLE, 24 HR.U-;- WATER TABLE, I HR.50 % % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER Page 2 of 2 TEST BORING RECORD BORING NO NA-32 DATE DRILLED 10-11-6 JOB NO, 5092 -LAW ENGINEERING TESTNO CO.

I F U[F F'7 I., 9-&9 x fn 3 2 1 0 1. 3 4ý so.~S~ 8 9ý 10 11 12 05 IN K6PS PE FT.MOHR DIAGRAMS-ii Ii 0.000 0.080 0.160-.240 0.320 0.400 I[0.480 i 0 7. 36 R8 9 10 i1 12.2 ~ A~ALLSPRESS 6N KIPS PER SO.FT.t.STRESS-STRAIN CURVES specific gravity_ 2.68 ACOMESION, c 0-70 ksf c '0'.55 "ksf ANGLE OF SHEAR RESISTANCE.# 19,5'UNIT WEIGHT. Y 120.00 pcf (wet)initlal saturAted WATER CONTENT .W 90 014 I.SATURATED, CONSOLIDATED-QUICK TRIAXIAL SHEAR TEST BORING NO, .NZ 3-2 SAMPLE to. UD-I ELEV. OR DEPTH 15 ft jog No. 5092 LAW ENGINEERING TESTING 0O.-B.clayey silt VOID RATIO. e 0.6 75 ..s aturated saturation. 80.2% 95.3%Red and tan micaceous fine r& aedibm sandwr r[r[r[I I, F[I 0.650 0,600 0.550 0.500 0.450 2> 400 0.350 I I 1 I[[I 0. 300 JL *2.00,--U.o 0 0 z 4 w I 1.19009 i 0.0O, 90.0.I I I I I* [Io --- -ill !; ..2Ann, 800 Ann I-4ý -4..4w.*w -I .ý I I " -1 11 k--4 i-~ I-I--4--4-4--4--I#- - 1 -44.44--.-----I 44-0 z i I I I I I f I-4--I-4-~ I I oo00 J. J44 iiztl 1 ii m 0.1 .2 3. .5 6 .8 ! 2 3 4 5 6 8 10 20" 30 VERTICAL PRESSURE IN KIPS PER SQ. FT specific gravity 2.68 Red & tan, COMPRE$SK)N INDEX-- .,339 micaceous,fine CONSOLIDATION 1 LMT WEIGHT 123.2 pcf wet to medium sandysORING No.NA-32 SAMPLE WATER CONTENT 2 clayey silt ELE OR DEPTH 15 ft.J SATURATION 85.7 100,072 Initial Final LAW ENGINEER4N TESTING 40 EST NO. UD- l NO. 5092 bO&IANY f[[[[[[DEPTH FT 0, DLb(.MIPTION ELEV 7,7Z 119 o, PENETRATION-BLOWS PER FT.t0)20, + AM i A RA ,eVn 77- -I P- to -P-4*,vy RED BROWN CLAYEY SAND WITH QUARTZ FRAGMENTS 766.9 F[Li[75:6.9 --746.1:1 I-74 .9 -,?36. 1;I] -A[[I+1.I 7,3 1.9 40.0 bjs BORING AND SAMPLING MEETS ASTM D-1566 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NJUMBER OF $LOWS OF 140 L& HAMMER FALLING 30 IN, REQUIRED TO DRIVE 1.4 IN. 1.0, SAMPLER I FT.___ ~WATER TABLE, 24 HR.No UNDISTURBED SAMPLE2W ATRABE4M.A-:r-- WATER TABLE, I hR.50 1 % ROCK CORE RECOVERY 44 LOSS OF DRILLING WATER Page I of 2 TEST BORING RECORD BORING 1o NA-32E DATE DRILLED1 6 JOB NO 5092 LAW ENGINEERING TESTING CO. r[UEPT H FT 40.0,.Dl.SCRIPTI ON ELEV 9 PENETRATION-BLOWS PER FT.[[[F I?[I Ii Ii 1 F.I..[I I I[68.1 bjs BOR1NG AND SAMPLING MEETS ASTM D-1is6 CORE DRILLING MEETS ASTM D-2113 PENETRATION 13 THE NUMBER OF BLOWS OF 140 L& HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.U TAr" WATER TABLE,24 HR.-SE-" -P WATER TABLE, I HR.I50 1 % ROCK CORE RECOVERY 41 LOSS OF DRILLING WATER Page TEST 2 of 2 BORING RECORD BORI rNO. NA-32E DATE DRILLED- 10..-21-A66 JOB NO ,50 2 LAW ENOINEERING TESTING CO. r 0LPTH FT UL.CHIPTION ELEY 0 PENETRA7 ION -BLOWS PER FT.0 7,64.0 0o 10r 20 an n¢H)o1e 7,6. ; 4020XnAan SA ar FIRM RED BROWN CLAYEY SAND WITH SMALL TO MEDIUM QUARTZ FRAGMENTS 7[r[r F F,'7[L I 1.[[I 759.. 0 754. -I 7.44;.<.c 1 o34-0 7.24.0 I -~ -A --i~ I ~.Page 1 of 2 I I[bjs BORING AND SAMPLING MEETS ASTM 0-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF SLOWS Of 140 L& HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT."NiR" UWATER TABLE,24 HR,-T-EMP- WATER TABLE, I HR.SO 1 % ROCK CORE RECOVERY 4 LOSS Of DRILLING WATER TEST BORING RECORD BORING N4 NA-32W 04TE DRILLED 10-20-66 JOB NO 5092 LAW ENGIMNERING TEOT0NG CO. [r I[F[17[I[I[[I L I.I F I DE P! H FT 40. O4r ,L GR IPTION ELEV o PENETRATION-BLOWS PER FT.45.0 lod+/-'100+."104-69.1 bj s BORING AND SAMPLING MEETS ASTM D-1506 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMiER OF BLOWS OF 140 LB HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN, I.D. SAMPLER I FT."-r WATER TABLE, 24 MR.UNDISTUREO SAMPL9E x-- WATER TABLE, I HR.ISo % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER Page 2 of 2 TEST BORING RECORD BORING NO-. 2W- --DATE DRILLED_.1D.20_6 J00 NO 5,092 LAW ENGINEERING TESTING CO. F I.F[V r I[I V I[I I[[I I.I I DEPTH FT UtS. 8,RI PnIION ELEV

• PENETRATION-BLOWS PER FT.0 773.4 7.0 18.0 27.0 32.0 I 10~+.004 40.0 bjs Page I of 2 BORING AND SAMPLING MEETS ASTM D-156 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. IO. SAMPLER I FT.TEST BORING RECORD BORING NO N&-.3 DATE DRILL 10 6 J NO 5092 LAW ENGINEERING TESTING CO, 00 UNDISTURBED 50 1% ROCK CORE RECOVERY WATER TABLE, 24 HR." WATER TABLE, I HR.4 LOSS OF DRILLING WATER U I.I.[[I, II[DEPTH FT L.SCRIPTION ELEV
• PENETRATION-BLOWS PER FT.-40.0.'4' -i0 46.7 U[I Ii L L I bj s[AND SAMPLING MEETS ASTM 0-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.T WATER TABLE, 24 HR.UNDISTURBED SAMPLE -W WATER TABLE, I HR.--RO O- WATER TABLE, I MR, ISolI % ROCK CORE RECOVERY 41 LOSS OF DRILLING WATER Page 2 of 2 TEST BORING RECORD BORING NO NA-3-, DATE DRILLED IQ()1();;

6 JOB NO 5092 LAW ENGIN4EERING TESTING CO.1, f[[[r 60 C, IiJ gn Cr 4W 2: U, 2 F F: I: Ii.1 0C1 0.000 0.100 0.200 E9300 I-.0.400 0.300 0.600 51 6 7 8 ff IN K IPS PER SQ. FT MOHR- DIAGRAMS-- I I I[1~L I 0 1 2 Specimens were remolded to undisturbed density 13 4 5 6 7 8 9 10 11 12 AXIAL STRESS IN KIPS PER SQ.FT.STRESS-STRAIN CURVES specific gravity 2.69 0 CO HES IO N ", C c .-5 0 -- ý_s 7 1 0 .5 0 Fs f ANGLE OF SHEAR RESISTANCE.* 12.5 SATURATED, CONSOLIDATED-QUICK UNIT WEIGHT. V 117.1 pcf (wet) TRIAXIAL SHEAR TEST WATER CONTENT, W I sFulat NA-.33 UD-2 BORING NO. SAMPLE NO, VOWe RATIO. e 0.600. OR OEPTH 1OB NO.initial satuFated saturation 72.4% 93.3% LAW ENGINEERING TESTING CO. -"B Tan, micaceous, silty, , fine to medium Band I OWN"ý!ý " e'I 3/4, ,:3/6'U s STANOMDA SIEVE SIZES 10 20 40 .6 0100 4 2,00'~f-f-f-~-H1rFrF171~1P-lTI I i-f~F1~1~I ~YrFr~17I ~ *~ J[ItFIFF[111YT7111'TUTII TO 0 11*0 w z I'-r I.'0 0.50-30 26 rT \L. t-.-_____~1 1'I r-I J too to, F4 GRAIN SIZE IN MILLIMETERS !SUGRAVEL, SAND FINES.COE COASE IN COFARSEi ýMEDIUM tN SILCT SIZES CY iZE 0 OR.ING NO AT : ' " IESCRIPTION OR, CLASSIFICATION '1", 0_33 GRAIN SIZE DISTRIBUTION30 ft. 16 rmicaceous, silty fine }t0o medium sand ,o. 50., LAW EN4GINEERING TESTING C(QPANY-bjs B F I I[F[II[1[1 DEPTH FT 0 DtS.;RI PTION ELEV

• PENETRATION -BLOWS PER FT.17.0 I I I 1 11 30.0 bjs Page I of 2 BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF OF 140 LB HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.-----------...

r WATER TABLE,24 HR.TEST BORING RECORD BORING 00 NA 34 DATE DRILLED Q-4 JoB No 5092.. .LAW ENGINEERING TESTING CO.I.MMUNDIUTI.MUEI SAMPLE 150 1% MOCK CORE RECOVERY--'- WATER TABLE, I HR.4 LOSS OF DRILLING WATER DEPTH FT.40. 0r Uk:SCRPT1 ON ELEY # PENETRATION-BLOWS PER FT.I 17[F U[I F.I~.I 1.60.5 1'.I bj s Page 2 of 2 1,.BORING AND SAMtPLING MEETS ASTM D-1586 CORE DRILLIkG MEETi ASTM D-2113 PENETRATION 1$ THE NUMBER OF BLOWS OF 140 LL HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.UNDISTURBED SAMPLE WATER TABLEt'24 HR.U WATER TABLE, I HR.150 % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORIa NO ,NA34 DATE ODRLLED. 1-1 6 Joe NO S092_LAW ENGINEERING TESTING CO. tI I-.[~dd 0i I I A 0-1 1 2 3 4,- 5-. 6., 7 ..- -- ..- --.t 2 CI I[[1[I Ii I L[O(, I N M 0H R KIPS PER SO. FT.DIAGRAMS- -0.000 0. 060 0.120 0.I10 0.240 0.300 0.360 0 4 5 6 7 8 AXIAL STRESS IN. KIPS PER SO FT.STRESS-STRAIN CURVES I I 1.IL.SPECIFIC GRAVITYJ .69 ONESION 0 C 1.28 KSF c. 1,18 KSF ANGLE OF SHEAR RESISTANCE.10 21.50 UNIT WEIGHT, 127.0 PCF (WET)WATER CONTENT. 16.2W VOIO RATIO. e 0.599 BROWN, MICACEOUS, FINE TO MEDIUM, SANDY SILT CONSOLIDATED QUICK TRIAXIAL SHEAR TEST NA-34 UD-2 BORING NO. SAMPLE NO.-7 ELEV. OR DEPTH' _ _ _ -JOe NO, LAW ENG4NEERING TESTING CO. B ff e.0.680 I 0.640 r I.r[I;0.600 0.560 I I.I I L[[I..0.520 2 9-C5 480 0.440 0.400 5.000 U. 04.000 0000 2 o000 8La .ooo-j 71~. i 1.:1 i 4 56 8 194 5 6 8 0 '1, i 0 IhJ 4 9-I 14 z hi VERTICAL PRESSURE IN KIPS PER SQ. FT.SPECIFIC GRAVITY 2.69 COMPRESSION INDEX 9 LHT WEIGHT 127.0 PCF (WET)WATER CONTENT 16.2%.3ATURATION 72;7%.BROWN, MICACEOUS, FINE TO MEDIUM SANDY SILT*CONSOLIDATION TEST BORING NO, NA34 SAMPLE NO, UD-2 ELEV. OR DEPTH 20 FT jOs No., 5092L LAW ENGINEERU4 TESTING DoMpANY B r -----.- -.LA -~.J .~"qlll .. U S STANDARD SIEVE SIZES-.< ,"." m* ,I, uw la I.-t~l, .. _7=(4 : .wa u zu: 40 1000 200 I t.--__ : , I 'r- "- "1, ---* ---"-r ..... I. At__i_ L.:-2 2 -2.. :{.i. _.. __ :!'*~~-4 4 -I i , -- Ii~ ll : I 41 2 C 1__ __ a '-, : : -, .*-. .. ,-.- '_ _ _ _ .=_.7 _ _100 4 00 8uGRAIN SIZE IN MILLIMETERS GO BBLE GRAVEL SANO IN CO B E "I -i, ; i t- ., '. I DER COARSE FINE--- , ..-- -I CLAY -....,4.a-i ÷.!,-g- -' I A cAS MEDIU FINE -SL SIZES. < ; SIORING NO' ELEV OR DEPTHiNAT r, LL PL PI{ " "ESCR IPTION OR CLASSIFICATION GRAIN SIZE DISTRIBUTION NA-34 5092 UD-2 20 FT. A6.2 BROWN, MICACEOUS, FMIE TO MEDIUM SANDY JOB NO.SILT LAW ENGINEERING TESTING COMPANYB a i i i i i ... . r V VDEPTH Ftr.UC"RIPT1ON ELEV 6 PENETRATION-BLOWS PER FT.0[[12.0 16.5'Li Cl[j[I[[L 29.0[bjs BORING AND SAMPLING MEETS ASTM D1586 CORE DRILLING MEETS ASTM 0.2113 1. PENETRATION IS THE NUMBER OF BLOWS OF 140 LB, HAMMER FALLING 30IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT."XTeF 'WATER TABLE, 24 HR.UNlSTraBD -A-- -.. WATER TABLE, I HR.50 1% ROCK CORE RECOVERY 4 LOSS OF ORILLING WATER Page I of 2 TEST BORING RECORD NA-35 BORING NO_.....DATE DRILLED 1 2 6-4o0 NO 5092 LAW ENGINEERING TESTING CO. F F.F 1*[DEPTH FT.DLSCGRIPTlON ELEV

• PENE TRAT ION -SLOW$ PER FT.I 811.7 40.0 43.5 48.5 r[£[[[I Ii C C IL L bjs Page 2 of 2 BORING AND SAMPLING MEETS ASTM D-i546 CORE DRILLING MEETS ASTM D.2113 PENETRATION IS THE NUMBER OF OF 140 L& HAMMER FALLING 30 IN- REQUIRED TO DRIVE L4 IN. ILD. SAMPLER I PT.UD B S WATER TABLE,24 HR.UtO8TUR-EO SAMPLE -"r' WATER TABLE, I HR.I 50 % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORING NO NA-35 DTE DMLL 10 6 4oB NO1 5092 LAW ENGPNERING TESTING CO.

i[[F r r DEPTH FT L)t,44lPTION ELEV .PENETRATION-BLOWS PER FT, 0 0.3'6.0 4-VERY STIFF RED BROWNISH MICACEOUS FINE TO MEDIUM CLAYEY SILT SANDY FIRM RED AND BROWN MICACEOUS FINE TO COARSE SANDY CLAYEY SILT 13.0 VERY STIFF GRAY AND WHITE MICACEOUS SILTY FINE TO MEDIUM SAND[U I:[[V I I-L 1.I..20.0 SOFT WEATHERED ROCK WITH SMALL TO MEDIUM QUARTZ FRAGMENTS 1,00 19," 4.-BJSof 2 BORING AND SAMPLING MEETS ASTM 0-1546 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF M4. L& HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1,4 IN, ID. SAMPLER I FT.TEST BORING RECORD S.RING No, NA-36 DATE DRILLED 10- 7-6 L oW E .E 5092 LAW ENCOMERNG TESTIN CO, 110 oUNDISTURBED SAMPLE ISOI % ROCK CORE RECOVERY W WATER TABLE,24 HR.---- WATER TABLE, I MR.4 LOSS OF DRILLING WATER [F[17[[[[L[[DEPTH FT DESGRIPTION ELEV

• PENETRATION.-BLOWS PER FT.40.0 788RA. n on',*^ SA A,*~ OW' sV U flhJ-T HOOi0 SOFT WEATIERED ROCK WITH SMALL TO MEDIUM QUARTZ FRAGMENTS I II I I 7 83-., ',rK 58.flu L.I f P, ROCK, GRANITE GNEISS CORING TERMINATED nrt 768. lyr.631.0 763*.L bjs Page 2 of 2 1.SORING AND SAMPLING MEETS ASTIR D-IS11 CORE DFttLLIN*

MEETS ASTM 0-2113 PENETRATION iS THE NUMBER Of &LOWS Of 140 L& HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.-_ UDW- WATER TABLE,24 HR.--'S WATER TABLE, I HR.IO So % ROCK cCORE RECOVERY 40 LOSS OF DRILLING WATER TEST BORING RECORD BORNGNoNA-36 DATE DR1LLED QI() 17 jNo_ 5092 LAW ENGINEERING TESTI; Co. [I.F, F.F F F II I, 1*',OEPTH FT, UtDSOiPTIO N ELEV

• PENETRATION -BLOWS PER FT.0 780.0 VERY STIFF RED BROWN FINE TO MEDIUM SANDY CLAYEY SILT 3.5 1FIRM SILTY SAND, RED BROWN FINE TO4IMEDIUM I 10.2 15.2 16.8 NX CORING '0: %o RECOVERY ,(NO ýUD, BENT TUBE)Fmmm,).IRM4

.. BRN FIN --T,,I.. v w -_. --.--.FIRM GRAY AND WHITE MICACEOUS SILTY SAND VERY DENSE RED BROWN MICACEOUS SILTY SAND I I 32. .0 1.00)/18" I[I I i0(//31 bj s Page 1 of 2 BORING AND SAMPLING MEETS ASTM D-1506 CORE DRILLING MEETS ASTM 0.2113 PENETRATION IS THE NUMBER OF SLOWS Of 140 LBL HAMMER FALLING 30 IN REQUIRED TO DRIVE P.4 IN. ID. SAMPLER I FT.No SAPLWATER TABLE, 24 HR, UNTBEO AMPE --T WATER TABLE, I MR.50 1% ROCK CORE RECOVERY 44 LOSS OF DRILLINS WATER TEST BORING RECORD NA -37 BORING NO N CATE DRILLED 101.2. 6 JOB NO 5092 LAW ENGINEERING TESTING CO, A... I.I.f[r'I[U F[II I.L 1..I DEPTH FT 40.0 ULbGRIPTION ELEV .PENETRATION-BLOWS PER FT.740.0oo I0 20 30 40 60 RO 100.. -4 .... OD 10 20 W ilrv VERY DENSE RED BROWN MICACEOUS SILTY SAND 135.Ol 30. I I 425. _ 0! -Ii r 57.0 62.0 9-ROCK 3X 720.0"-01.- i , 1 1-4.-CORING TERMINATED 715.0 710. , 05. _L .1.I A -I -I -- I 6 -I -4.

• I
• 4.I bjs Page 2 of 2 BORING AND SAMPLING MEETS ASTM D-156 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF OF 140 LIL HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. i.D. SAMPLER I FT.~ WATER TABLE, 1 4 HR.) I 50 1% ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD37 BORING NO .--DATE DRiLLED 10-12.- 6 J06 NO 5092 LAW ENGINEERING TESTINO CO.

F[[.60.58 *.56 I.54 F P[..F.52 0 S .50 I.48 I.I.46 0 z 8 0 Lu I[I I w z 5i 3 2 1.1 .2 .3 .4 .5. .6B1 2 3 4 56 8 10 20 3040 WI 0 0il VERTICAL PRESSURE IN KIPS PER SO. FT COMPRESSION INDEX 0. 13 UHT WEIGHT 120.6 pcf (wet)WATER CONTENT 5.2%SATURATION 68%Gs 2.67 Brown slightly CONSOLIDATION TEST silty micaceous BORING NO, NA-37 SAMPLE No. UD-l medium & fine ELEV. OR DEPTH 6.', , joe mo. 5092 sand LAW ENGINEERiN TESTING bOMPANY bjs I _I .~ 1 1~~UiS STANWAO SIEVE SIZES~OIT1FnflXfrLHnITiTiv '00 2.0 4 q0 16ý--2 90 so 50 40 0." ... .-I I 4-tt J J I __"-- v__,d Ijjj~u: KI KIJii-i~z too0 10 tO OX. Go t.0 ":GRAIN, SIZE IN MILLIMETERS 9 CO BLES GOARSE GRAE IC.AREISAND F ,N. SILT FINES CLAY SIZES DE1oA9 FINE WRE1 MEDIUM 'FN i S I7SSZE BORING NO- ELEV OR 3EPtWNAT WC -L -- L PL P ..DESCRfiPTION OR ION...._ _.. .... ._ _ i-_ -.... --G R A IN S IZ E D IST R IB U T IO N NA 37 6' NP Brown, Slightly Silty, Micaceous Medium and fine sand (SM) O No 5092 Permeability = 5.67 x 10.5 ft/sec. LAW ENGINEERING TESTING COMPANY bjs I,.[F[DEP TH FT UL.4;RIPTtON ELEV

• PENETRATION-BLOWS PER FT.0 0.5 7i~J~ 0 10 20 3t0 An Go 0 0100 718 -.,4o -....- "0 0 -4 0 T -wv DENSE RED AND BROWN SILTY MICACEOUS FINE TO COARSE SAND 4 1 713.8.0 VERY DENSE RED AND BROWN SILTY MICACEOUS FINE TO COARSE SAND[.[a I F 708.4 i, I " H , I I I I -703.4 69.8.4, 693.-i 5- '0'I"II I[I I I 27.2 ROCK, GRANITE GNEISS CORING TERMINATED BX 927.37.0 678.4 h..~h ..1 L BORING AND SAMPLING MEETS ASTM D-1506 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER. OF SLOWS OF 140 L&. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. .0, SAMPLER I FT.UD R S E WATER TABLE, 24 HR.-UU S E'---- WATER TABLE, I HR.t'5O1 % ROCK CORE RECOVERY 4 LOSS OF DRILLINO WATER TEST BORING RECORD BORING NO NA-38 DATE DRILL EDJ10D..1-ll JOB No 5092 LAW ENGINEERIMG TESTING CO.Djs I.[[F F[0.0.IAJ 3 2 1 O U 10 12 14 0" IN KIPS PER SO. FT.MOHR DIAGRAMS-10 I,[I U I L t[[I I N 4 g I-2 4 6 8 10 12 14 16 18 20 22 24 AXIAL STRESS IN KIPS PER SO.FT.STRESS-STRAIN CURVES$COHESION.",C C. 1.70 c = 0.44 ANGLE OF SHEAR RESISTANCE.#

7,50 UNIT WEIGHT, - 1oof WATER CONTENT W1"i.: 9 ..0. r i .....ýVOID RATIO. e r Th I. 7 saturations 547. 957...SOAKED CONSOLIDATED-UNDRAINED DUTCH METHOD TRIAXIAL SHEAR TEST BORING NO. NA 38 SAMPLE NO. UD-1 ELEYV. OR DEPTH 5' joe NO. ' 5092 LAW ENG4NEERING TESTING CO. bic Before Soak After Soak f I[[.92 I[F.88.84 F[F I.80 2 f' .76 100 4-, L 0., .2 ý.S.4 .5 .6 .81 23 456 8 10 20 30 46 VERTICAL PRESSURE IN KIPS PER SO. FT.".72 I1[I I[[I..68 5r 6>-04 U.O W 00 011 4'31;2 1 06 a.0 hi COMPRESSION INDEXO,28 UNIT WEIGHT 108.6 Pcf(wet)WATER CONtTENT 23.2.SATURATION 70%2.70 Red Browrvery CONSOLIDATION TEST micaceous clayey BORING NO. NA 38 SAMPLE NO. UD-1 silty graded sandELEV. OR DEPTH 6' jon No. 5092 LAW ENGINEERUI4 TESTING DOMPANY bs 04S STANDAD SIEVE SIZIES'e. , 1 2W3 4 Ioan £ Ianh ýfl 9-'Ii 3 S w z'a-I-z'Ii... .. _ _* .f .i f -] ..T0 --: -I"'so I ,,0.--... ,,,. --D R. f I A 200 GRAIN SIZE IN MILLIMETERS 11 CtRS GRAVEL SAND FINES {CA IE IDERt okts FIN E JCASJ MEDIUM E.SIT S BORING NO ELEV OR DEPTh. NAT WC L L.L Pýtj -.DI.. DESCRIPTION OR CLASSIFICATION GRAIN SIZE DISTRIBUTION NA38 6'N Red Brown Very micaceous, IClayey 4RI IEDSRBTO UD-i Silty Graded Sand (SM)NO., 5092, Permeability -2.0 x 10-5 ft/sec.LAW ENGINEERING TESTING COMPANY i i -i i -Iii* i DLPTH FT Ut iGR PTION ELEV

• PENETRATION-BLOWS PER FT.78~.~L 0 , 0 0.4 2.0 6.5 IO P0 784 4r o 0 0 %A An .. h a At'100 HAPýRýJROWN FINE SANDY WEATHERED ROCK, GNEISS 77Q L, 4'5 /:'0[WEATHERED GNEISS ROCK, r 50%[F F F hi[I L 1.[11.5 13.0 16.0 WEATHERED RO.CK-.FISHTAIL REOS GNEISS WEATHERED ROCK,,'ROCK.m 570X GNEISS NX 9 2 7 7.74.4*769. 4*I I I 764.4 j I 7/59.4. .:,* i' I ~-- __~.2I ii 9o,9:0A7" 21.0 CORING TERMINATED a I -& J. --1. -J -L. J ~[ bja BORING AND SAMPLING MEETS ASTM 6-15.6 I CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF $LOWS OF 14K LB. HAMMER FALLING WO IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.N WATER TABLE, 24 HR.---Tr" WATER TABLE, I MR.ý150 %UNDISTURBED SKCO PLE 44 LOSS TL I H R L l501% ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD NA-39 BORING NO -DATi DRILLED 1.0-10-66 JIOB NO 5092 LAW ENGINEERING TESTING CO.

[F F, r F F r[F[[1.I[L I DEPTH FT 0 utk~CipT1oN ELEV

• PENETRATION-BLOWS PER FT.868,0Oo 2A A An' Anl 01,In....... ~ 86 .0 V BADLY WEATHERED GRANITE GNEISS...0 7.67~I-.BADLY WEATHERED GRANITE GNEISS WITH ClAY SEAMS BADLY WEATHERED GRANITE GNEISS WITH SAND SEAMS 863.C 307 NX il-I-~~1~1~rtTt 17.67 I-i FIRM BROWN GAY MEDIUM TO FINE MICACEOUS SILTY SAND DENSE BROWN GRAY MEDIUM TO-FINE MICACEOUS SILTY SAND 848. C 843. _8381.833. I 32.0 I I F'I'.828.C I -d ~I I I NO GROUND WATER ENCOUNTERED m NG AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NLUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.Page I of 2 TEST BORING RECORD BORING NO NA-40 .OATE DRILL 10-5-61 JOB No 5092 LAW ENGINEERING TESTW4-e0,-O 00 UNDISTURBED SAMPLE ISO I % ROCK CORE RECOVERY--'F WATER TABLE,24 HR.--;r-- WATER TABLE, I HR.Al LOSS OF DRILLING WATER r[I[[[[[DEPTH FT.DICL;RIPTION ELEV
• PENETRATION-BLOWS PER FT.828.0o 10 20 ~040 ~0$0100.40.0 10 :2030 40 '160 2.0 47.0 DENSE BROWN GREY MEDIUM TO FINE Uj&CEZ.S SILSAV_ _ _DENSE GREY AND WHITE WEATHERED COARSE TO FINE MICACEOUS SILTY SAND VERY DENSE GREY AND WHITE WEATHERED COARSE TO FINE SILTY SAND BORING TERMINATED 323.0 3t8. 0L .' I ii St!f 1 ' 3______ I i ..!..50)5"1 61.0 I I,[t I i.j'I I I I -a -- A -.~ * -- I -* -I -I -I S I bj s BORING AND SAMPLING MEETS ASTM D-1516 CORE DRILLING MEETS ASTM D.2113 PENETRATION IS THE NUMBER OF SLOW$ OF 140 LB& HAMMER FALLING 50 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.U WATER TABLE, 24 MR, SUNDISTURBED SAMPLE ~ WTRTBE R---ROCK CORE RECOVERY LOSWATER TABLE, W AR.I SOIay° ROC COR RECVERY 4 LOSS OF DRILLING WATER Page 2 of 2 TEST BORING RECORD BORING NO NA-40 OATE ODRLLEO 0-5-6 6 JOB NO 5092G LAW ENGINEERING TESTING CO.I.

[[.[[.1[r[(II I I I OEPTH FT DESCRIPTION ELEV o PENETRATION-BLOWS PER FT, 7 ci 1I5 2M %A An4A

• a Cn&rf 1-794 10 5.0 10.0 STIFF RED SANDY MICACEOUS CLAY STIFF RED SANDY MICACEOUS CLAY.SOTRDTAN MCACEOUS S..ýANDY: S:ILT FIRM GREY TAN SANDY MICACEOUS SILT VERY STIFF BROWN TAN WHITE SANDY MICACEOUS SILT 1 8 9 15.0 7_7_1L1i 7784, 7794 ,7S9 /,.:764 1 --7"59 "__ 4.-30.0 HARD BROWN TAN SANDY MICACEQUS SILT 754 754.. .~ ....i*.I I bjs.RlNG AND SAMPLING MEETS ASTM 0-1586 i .,.E ORILLINO MEETS ASTM D-2I3 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FAL.LING SO IN. REQUIRED TO DRIVE 1.4 IN.I.D. SAMPLER I FT.UDTB SI WATER TABLE, 24--'W-:D-- WATER TABLE, I H I '- UND(STURBE0 SAMPLE ~ ~ TBEI~Page 1 of 2 TEST BORING RECORD BORIO NO NA-44 DATE ,DRLLE 3 6/jo.: NO 3150 ., HR)I 3V I -ft RVk.K %,ORE RLC,;OYLRY

-4 LOSS Of DRILLING WATER I DEPTH FT, 40.0 I 45.0 I

47.2 DESCRIPTION

ELEV

• PENETRATION-BLOWS PER FT.754 0 20 30 40£0$0 I00 20 30 40 so iARD ILT BROWN TAN SANDY MICACEOUS r F I:[I I I[I MARD FNE GRAY SILTY MICACEOUS SAND GRANITE GNEISS 774,9 744 53.2 57.2 62..2 SOFT GRANITE GNETISS .HARD GRANITE GNEISS CORING TERMINATED NX 10 0 NX 739 7.34"__r c 724 I I I!1 I -.1 I I a a a .~ ...NO GROUND WATER ENCOU\TERED-is RING AND SAMPLING MEETS ASTM D-I56$GORE DRILLING MEETS ASTM D-21I3 PENETRATION IS THE NUMBER OF BLOW OF 140 LB. HAMMER FALLING $0 IN. REQUIRED TO DRIVE 1.4 IN. 1.D. SAMPLER I FT.UD WATER TABLE, 24 HR, UNDSTUREC SAMPLE ~ --- WATER TABLE, I HR.I 10I % MOCK CORE RECOVERY ,4 LOSS OF DRILLING WATER Page 2 of 2 TEST BORING RECORD BORING NO NA-44DRiLLED. V 40 NO 4503 r DEPTH FT DESCRIPTION ELEV s PENETRATION-BLOWS PER FT.0 1.0 815i. 8i0 I1o 20 30 40 60 s0 t0o TOPSOIL,-n STIFF BROWN TAN MICACEOUS SILT SANDY, 816.`p F..8'05.A 11.0 V F[STIFF BROWN SANDY-MICACEOUS SILT Wk0b'.-E! , ; I ... ......795,.21.0 1~'1~VERY STIFF BROWN GREY SANDY MICACEOUS SILT HARD GRAY SANDY MICACEOUS SILT (WITH SOFT WEATHERED GRANITE GNEISS 790D 8_785.8 F~j-780.1..35.0 I'.[I L I.ý7:7 75.8 Page 1 of 3%INO AND SAMPLINI MEETS ASTM D-1586 CORE DRILLING MEETS ASTtU D-2113 PENETRATION I THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.UD B 4 WATER TABLE, 24 HR.-DT E S L WATER TABLE, I HR.s 0I % ROCK COmE RECOVERY 4 LOSS OF DRILLING WATER TEST BORING RECORD BORM13No A-45 80RINIR NO_______DATE DRILLED -3474h7 io No- 4505 DEPTH FT.

40.0 DESCRIPTION

ELEV

• PENETRATION-BLOWS PER FT.775.8 o 10 20 30 40'La, O 100 10 :20 30 40, 40, vw HARD GREY SANDY SILT (WITH SOFT MICACEOUS WEATHERED ROCK'7 7~0.8 i;765. 8 7 55.8. __745i.8.II F 740. --L L 79.2: m 907, VERY SOFT GRANITE GNEISS 7'35 .8 I"* -.1 -S --i -I S S S * .S Page 2 of 3 ,ING AND SAMPLINO MEETS ASTM D-1586 yORE DRILLING MEETS ASTM D02I13 PENETRATION IS THE NUMBER OF BLOWS OF FALLINQ 30 IN. REQUIRED TO DRWVE 1.4 IN. I.D.UNDISTURBED SAMP.E --- W bjl 51% ROCK CORE RECOVERY L L TEST BORING RECORD 140 L& HAMMER SAMPLER I FT.ATER TABLE, 24 HR.ATER TABLE, I HR.OSS OF DRILLING WATER BORING, NO NA-w4c5 DATE DRILLE 3/16 JOB NO_40 I1 DEPTH FT.DESCRIPTION ELEV
• PENETRATION-BLOWS PER FT.80.0 r 84 85.2.3 88.3 89.2 90.3 nl r[.L[L L I NO GROUND WATER ENCOUNTERED Page 3 of 3 ,ORING AND SAMPLING MEETS ASTM 0-1506 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWV OF 140 LB, HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN I.D. SAMPLER I FT.U EWATER TABLE, 24 HR.UNDSTURBED SAMPLE --.- WATER TABLE, I HR.I SOI % ROCK CORE RECOVERY I LOSS OF DRILLING WATER TEST BORING, RECORD BORING NO NA-45 ,Te RNO, -317/67 DATE NO______.____

DEPTHýT..0

10.0 DESCRIPTION

ELEV

• PENETRATION-BLOWS PER FT.823.9 o 10 20 3040 60 80 so I I I I I I II I I ..... ."TOPSOIL 101 STIFF BROWN TAN SANDY.MICACEOUS SILT VERY-STIFF-GREfYTN S ANDY-MICACEOUS SILT HARD GREY TAN WHITE SANDY MICACEOUS SILT 8'18S.I 20.0--;-. .-, 813.783.778'.9 r77,8 j'" 9 1.[25.0 30.0 HARD GREY SILT SANDY MICACEOUS I L L I HARD GREY MI CACEOU S WEATHERED WHITE SANDY SILT (VERY ROCK)L 77131S a -a -d -d -I -* -i -a a *
• a a Page 1 of 3 I (N, AND SAMPLING MEETS ASTM 0-1506 CORE DRILLIN(, MEETS ASTM D-2113 PENETRATION.

? IS THE NUMBER OF BLOM OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. 1.0. SAMPLER I FT.*S WATER TABLE, 24 HR.SUN$TURED SAMPLE --.--- WATER TABLE, I HR.Iso I% ROCK CORE RECOVERY 4 LOS$ OF DRILLING WATth bj s TEST BORING RECORD BORING NONA-46 DATE DRILLED 3/9L67 JNO 450 (T DESCRIPTION ELEV

• PENETRATION-BLOWS PER FT.40,40 I0 20 3040 60" 6O010-20 3040-F..HARD GREY WHITE SANDY MICACEOUS SILT (VERY WEATHERED ROCK).VERY SOFT WEATHERED GRAY *1 753&.'I I 738 .9: 1 1 t I 79.3 73'3.IS I.A I I ~ -I -I I I I*1 GRANITE L I.Page 2 of 3 BORING AND SAMPLING MEETS ASTM 0-1596/ -DRILLING MEETS ASTM D-2113.ýTRATION' IS THE NUMBER Of BLDO OF 140 LB HAMMER FALLING 30 IN, REQUIRED TO DRiVE 14 IN. I,. SAMPLER I FT.SWATER TABLE, 24 HR.--U"STURE SAMPLE WATER TABLE, I HR.0 1so % ROCK CORE RECOVERY 4 LOSS OF RILLINB WATER TEST BORING RECORD BORING NO NA-46 OAThE DRbLLEDI Xoe No_

DEP d3.85.90.TH TýOý3 3 DESCRIPTION ELEV 9 PENETRATION -BLOWS PER FT.733.% 10 20,60 90100 30 40 60 VERY SOFT WEATHERED GRAY GNEISS SOFT BLACK GRAY HARD GEýGNEI'SS%:728 .,*.-mnnwpA.,rr7.v uAim tj 'rn A V HARD WHITE GRAY GRANITE 3 BORING TERMINATED 72 3.,§l.7 1 R ý9;7 11.9 7"08 I.*1 GPA141TE*2 SOFT BLACK GRAY HARD GNEISS Page 3 of 3 NO GR01JND WATER ENCOUNTERED jORINQ AND SAMPLIN13 MEETS ASTM D-t586 CORE DRILLING MEETS ASTM D-2113 PENETRATION 13 THE NUMBER OF BLOWS OF 140 LIL HAMMER FALLING SOK RZOWRED TO DRIVE 1.4 IN.I.D. SAMPLER I FT.10 VN(X$TUR9ED* SAMPLE WATER TABLIE,24141t. WATER TABLE, I HR.ISO I % ROCK CORE RECOVERY LOSS Of DRILLING WATER TEST BORING RECORD BORING No MA-46 DATE DMLLED_ 3/9-L67 Joe NO 4503 DEPTH DESCRIPTION FT ELEV 9 PENETRATION-BLOWS PER FT, 8132.4- 0 t0 20, 30,40 60 60 100 0 1.0 ,PCr'4fTq T4 ,ill STIFF BROWN TAN SANDY 4ICACEOUS SILTY CLAY VERY STIFF BROWN TAN SANDY MICACEOUS SILTY CLAY R21 .4 5.0 1'r i" --802.4 97,.i.20.0 25.0[.VERY STIFF BROWN TAN WHITE SANDY MICACEOUS SILTY CLAY HARD GRAY WHITE SANDY MICACEOUS SILT (WITH SOME WEATHERED GRANITE)[L[L 6F 7 0 9 I L L_________________________________________________ ~ *.~.-.i -L -£ -A -J -.L --Page 1 of 2 O/1NG AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.TEST BORING RECORD NA-47 BORING NO N DTEDRILLED 3/11/67 JOB NO__ 4503 No %UNIoSTURBED SAMPLE 15 % ROCK CORE RECOVERY WATER TABLE, 24 MR.4- WATER TABLE, I HR.40 LOSS OF DRILLING WATER DEPTH FT.

40.0 DESCRIPTION

ELEV

• PENETRATION-BLOWS PER FT, 792:. 4 o 1o 20 30 40 680 80100 V -S -S -P -S -I --S -S I -HARD GRAY MICACEOUS WEATIIERED WHITE SANDY SILT (WITH SOME GRANITE 7,87 .4 50.2 53.5 55.3 SOFT WHITE GRAY GRANITE MODERATELY HARD WHITE GRAY GRA ITE'3ORING TERMINATED 782..777.4 , k_767.I 762.;]'L[L L NO GROU]ND WATTER ENCOUNTERED L1 AING AND SAMPLING MEETS ASTM 0-1586 CORE DRILLING MEETS ASTM 0-2113 PENETRATION IS THE NUMBER OF BLOWS OF FALLING 0 IN. REQUIRED TO DRIVE 1.4 IN. 1.0.UNO4STURBED SAMPLE ---T " Page 2 of 2 TEST BORING RECORD 140 LB. HAMMER SAMPLER I FT.ATER TABLE,24 HR.ATER TABLE, I HR.0SS OF DRILLING WATER BORING NO NA-47 DATE DRILLED U0__ L7 48OB NO -lSOR 150 1 % ROCK CORE RECOVERY 41 L 0 I T i OEPTPI Of'SC RI?'T(ON [1 797 10 I I I F 0 PEJIErRATiON-8LQW5,.

P~f FT.,EP~I DEPTH FT.I I ODECRIPTION I I I I ELEV 757.1, a PENETRATION.0LOWS PER FT.TO ,0 30 40 60 so0 00 0 400 53.0 59.5 Fiq -Firm B(own Gray Micoca~oui S;Ay FRn. To MNduim Sand-With Tac.s Of Couws Siod Pcsibl. Fil! -Fin. GCry Brown W;i.Qto.w S;Ity Fis To Mediumn Sind Aug., R.fusal At 60.4 ft.8oring Terminatod At 60.4 ft.Groundwatar At 19-32 ft on 10-31-74 752.1 747.1 74Z.1 737.1________________________________________________________________ .. I -.3. -a ---3 -fil ht1[TSO]II 4l TI'Ht flIflSLE oF *LCI OP ISo LUI NMacai T I -I .I I = oat SC~flAW L6l 0" nNILI.IMI

• Tall TEST BORING RECORD IIORING5 r~o. NAF,1I DATE ORIt LFO 9.16-74 JOB NO. CH 1065-N PAGE I OF 7 LKW ENGNCrERING TSTI-NG COMPAN4Y ANO tAW U40 1 *.11 .4 COFt ItOLL4 La. , lPI P , fld,Ai0M.......sS...A....

.OP4 .. .M..... ..TEST BORING RECORD O0RING P.O. ___N.AR02 9L.16 74ORILLI-O.3O8 NO. CH ;06s-li PA-E2 OF 2 LA" ENGINEERING TESTING COMPANY Figure B-1 -I (OL. PT l" PT.0 -*,0 40.0 I .1 (pgkI'T7ON C4LEV 7 97,4 I I 1 1 " SP.NCTRATION.fILOWS PER FT.I I I I. I I I I'DEPTH FT.DESC RIPTION ELIEV * ,iN TRA I (ON SLOS PCR' FT so0s tO 1 797.40-P -~-- *-.T--~ V -I -I -Fill -Very Stiff Gray Red Bown Micar.eous Pnt To Mtdiuar Sandy Silt Fil -Firm Gray Bro,.n ?Afcn:aoa Silly Fine To Mnd;iu S.nnd-With Tract Of C2a'* snd-Sigiqfy Clbyey 2t.$ -231, ft.79.2.4ý40.0 41.0 48.0 I0. 1 20 30 40 60 Fil Firm Grhy .reamo MtIcice Sill~y0 Fill Very Stiff Rod Bowno Miccous Clayty Rot To Madium Sandy Silt With Trace Of Coasa S.Mnd)'7 Ratldual -Firm Rod Brornan Micaceout Silly Fin* To ,.*adium S.and 79Z.4/V i L L I I.782.4 777.4"'772:4 ,i62.4 I------6-4-+~ .4.4. f-L 7fl.4f Parfz!lly Wtatherad Rock os01 I O Sin Cirs 67.3 i-ford LrghtlrGy Granilic Gnetql Au.gr Rofusai At 67-3 ft.Boring Tarrmriated At 71.9 tI.Grounswator At 14.5 1l Before Railirng Groundwater At 19.7 On 10-ZT-74.4x 98*7672.4 16246-1 "4 --6f i4* .' , .II ,7S7;4 a ~ -~j.-.. - i .lL O 0Ii^1" l1- -N C 1$O$1. 11-V, , ,'r. o ., 4l..TEST BORING RECORD SORING NO. NARW 2 LATE ODILLEDO 400 INO- CH 106SN PAG .I oF2 LAW TI-STING COMPANY Fine To Medirm Sand-With Trice Of Comrs. Sand ORI0 *1.0 0 Ic t, I A,. 0l'coat OFIccING Mtgr. "Tri 0,211)fPICTkATION It TK 74NUtI O 4LOW$ of a.4 LG -AK F-ALLING 510 N. 3-aS IW(O TO ORIV a ft. I C I S PT.I..INC........ .. ............ TEST BORING RECORI ODRlNG NO. NAR*,v 2 OATE DRILLIED 9-5.74 JORI NO. .Cl- 10695.4 P.r.E 2 OF 2 LAW EN-IINEORING TESTsNG COMaPANY Figure B-2 I OE PTA&0.I.RIPTION 797.I I I 0 PENCTRAT10ONBLQVV5 P~q FT, I OEPTH FT.40.0 ST7.-Is 1 DESCRIPTION4 1 I1 I 'ELFV

• PENETRATJON-h...,,S PER FT.757.4 I Dt* ..*0 --taliC 1.%1u1 0T A.fl55a1,n.OMI-N001 OF 0,0"01 *40 .,.a~ ~~t~40 ~B0.0 'A "' ,,O z.4' .YEST BORING RECOrD 8ORING ,PO. flfRWw3 Z Al EOFU LE D --I ý:-74 JOB 40. 1 CH__________

vEE.G TE CF O 2 LAW ENGINEERINa "rESTtING

OUPANY COWS O4ItL$UN V~tfl "TM 0-211 PatETO T &N RtU"At 00 RLOflI OF ¶14 LU, 0A'Mt ZN -.I55-5ST.....

S........ D,- .......... TEST BORING RECORD BORING oO, NARW 3 DATE ORILLED JOBMO. -CH 1065!N PAGE a OF 2 LAW ENEINERI,.G TESTIPNG COMPANY Figure B-3 DLPH f FT.CLEV..... I .o I I I r- .1 1 1 1 1 f " 11 SPENIRATIONBLOWS PER FT.10 ' 0.30 40 _ 60 80 10 DEPTH FT.DESCRIPTION* PENETRATýON 1LO-S PIE FT.7S8.4 0 t0 20 10 40 o0 20 .00 0 40.0Fill -Firm Red Srowo Micaceous Silty Fine To Medium Sand-Slightly Cla'ywy 41.0 -42.5 ft.K L4 1ý I;_ --/74 3,4 Partially Watld.wred ROc ..58.2 Abq-f Raleual At 582 It.Eolring Tormintatd At 58.2 ft-Grouodwato, At 21.9 It On 10-21-74'738.4-- I., ,OJNCOW4 DMI .0rt 4 **V ..ýT.*o5K OULt;U*.C SK~TS ASTM 0-Sh1=IL,-1I,0 -ft, ......O ............

• . OC oa*cnr4 0tf Of AILLINQ WATCM TEST BORING RECORD wBFOv,7 NO. NARY4 4 DATE DRILLED 9-22-74NO. CH 1C35N PAGE OF 2 LAW ENGINEERING TESTING COSOWANY*-*500 AN. $s-MIIO WANTS *S"M 0A".55 C042 0ISLLINIO UtTr A$Tir 09 1. T..... Ct 01 L4 0P. Le, 1. Oib-I K: C6CO 11 AX .PO.V lo- .1ASA t TEST BORING RECORD4 DATE DRILLED CH 06SM FAGE 2 OF 2 LAVI ft1ýGIIZE INC TESTING COLAPANY Figure B-4 fT.I: (I. I E I I I 0 PEtETRATiOr.oBLOWS PER FT., K-, 1 .1 1 I I I t97.4 1O 2t3 3D 4.1 100 U 20r30 4-,1 0 go Fil Stf1 8rown Gray Mica.orsr Fin. To Mediurnr Sindc, 51t-W~Sls T'j..>s Of Covrse Ssad F,:l -Lct.. c To Farr,. P(rd rcrC.r Grry Mfic.ro-u Si1ty Frn Tc *,16iwm, .orre W- ith Tracen 01 CO.f'u: Sond Nso RecorusryR~v~(K 1" 7.4"77.4.T DEFT FT.40.0 44.0 N DESCRIPTION tO 20 10 40 f4 Fill -Loose To Firm Red Brorwn Gray Micacceous Silly Fine To Mldium Sand-With Tracts 0 Cowrs Sand Pos;bi* FNil .Very Stiff Rad Po.. Gray Mrcacao.I Fin.e To Modlum Sandy -Clayey
• 44 -50 ft.T ELEV 757.41 IQ 20 30 4,0 10 752.A 747.4.742.4.732.4A I 0 PENETRATrO'r-OrS PER Fl.so i0o//T~~'-*1 --Z;h 65.S Partially Werthered Rock Aucr At 55.5 ft.-oring Terminated At r6.5 ft.Groundji.e, At 14.15 ft On 10-31-74 767,4 792.4-4~ -'4-4-4--I-

... -.1 4-7574/.5..-..Met. *N lurioC ~CC a.. I.- tofl,.-o, P TESY BO'RiNiG RECORD BOrItUG P, ,O NARS DATE ODRILLEO t"-.74 JO NO,. CH IO.5N PAGE E OF 2 LArC ENIhINEERING TFSTI114G CONPANY SLEEP ASP o.,.A fl,.I.. .5-1 ..... .- -......... .P74~ ru~ ..~ TIM T.5.rJ. 2. r I * ~CORECEC~f~v 4 to. ftrh -14, 1 TEST BORING RECORD 60 Rf"G O no NAR _5 DATE DAJLSLO ]() 3 74 Iot tO. Cl-I i06SN rAC.E Z OF 2 LAW £PrGSP'4ERtaI. TESflN4. CO"PAPC Figure B-5 II i III. I I I r I I I. I I OkSC R.I'T;Ot ct Ct--P .'ETNATION.-LOW5 PER FT.DEPTH OESCR4PTION ELEV FT. 758.4 40.0 ,& PER FT.6iz.o"-.5 I COW. DAIILuND St5?$ AisT 05")]flN( 'T ilT fli GiiO AQ CA 9 b A (f1",S ST- ~2 ~ ~ ~ ~ ~ ~ ~ .I .11C, _~i -tDtl OS $5U Ti At.TEST BORING RECORD BORING NO. NAR,6 A OILED 9-30-4-,CH 1065-N*JO0 NO. ________PIO( I OF 2 LAW ENGINEEERING TESTI*N COMPANY 6i.N ........... TS.... .-4 .h....CO.C 0.1--O EACT. &STU -a11-11^110" 11i lT" -..DA. .$ .1.O- .1 -i)Lt. ,Ap-Mc IAti h I- D .1., JAC to .-i s -K i DiA~t l 4LO"S 0i AI~C at TEST BORING RECORD BORING NO, NARS DATE DRILLED ______JOB NO. C:i !1055-N L PACE 2O TT2 LAW ENGINsE ER!Nr TESTING CO)?APWY Figure 8-6 F T,~LRiPrIOPl I I I I ."' t I .1 1.1 ELEV & FENETfATIONaLOWS PCR FT.-DEPTH FT.DESCRIPTON ELEV

• PENETRATION-SLOw.$

PE£R FT, ,l;Q 10"7O :0- A0 C0 9ý1 100" !40.0 62.1-5 10 to -? -0 40 6 F FiI -F"rm Gray 0'own Micsacous Silty F i-- % -T o MR i-. n Sa n d F" Yith Traces Of Coarse Sanld 754.1 it r7 -i.-Poibl. Fill .Solt Red Brow- Gray Micaceous Shlly Fine To Mediu- Sond Prtially We-1htred Rock That <co-mes erown Grzy krcactous Silly Fine To Medium SamId Whan Samplcd 729,1-4441, Jl5o~-.50" 72.1 77.1 m fiord MJium Gray Mica GntiWs 00x iba 724.-I -+ -I -I-I-f--Au79t R1fooji At 7M.1 f.Soh;nI At 77.1 ft.Grouodattr .At 10.5 fI Al 24 HouI l 100);0-0 0 --0 1- -tN -IV AS. b .I .1)1..COOK DR-ILtQ -1O A ýIS0110 COO ~ ~ ~ ~ .1.-hO .TIC oP* OF -10.,5 --Ml-~a t~~~~ttOO ~ ~ ~ -Z t40 A*(U*0O064 1 O .A C .joo..i4 uaonleao 1*14.1.. ..~ l T*OCC I44*j~~~~~~~Lý C? I)-- -14COk~CVPfV' 1.0 0,L TEST BORIUNG RECORD VORJUiG NO. NAMW 7 DATE DRILLED 8-27-74 JOD No. -CH 1 065N pAcE I or 2 LAW CENGINENERMIG TESTING COMPANY PAIJ0.O Sn *&O~tfltCO ro Col[ a.. I I DII.t.S.$A4tO* ..t" WATI TA E. -I TEST BORING RECORD BORING NO. NIARW 7 DATE DOILLED 8.27-24 J0ob No, CH 1055N PAGE 2 OF 2 LAW ENIRE.E RMG TE.TIMI& COMPAnY Figure B-7 DESCRIPTION Elev., Fr.P IENETRATION4-BLOWS PER FT.to in 1. 1fl* .. an111 QEPTH DESCRIPTION Elev.,Ft.* MIKETRATION-BLOWS PER FT.it .-.I -h -hi -4"I -rimi rT l,1 sruIp Orflqe, A;Caceovts I ty Fine t. tAedium, Sand- With Trace.f COarse. Sand C~~~7to, 8 FretýFil i- oors. Cr~ay v ý -i -.S i I ty F ine to mýdi ='aSaffd ýw th-t~.Partiailly Weatnered Rock C-rIdde Sit Refusal A, 30.0 Feet 0oring lernirated at 1.0 Feet Iitast l ed 'Open -fTub _01:ervaiiori Groundwater Encountere.d at 20.2 Feet.Aft cr 2t mOurs: 750.8 780: -7T5.8 /1, M 770.8 1-765.8 28.3 50=13 a..0H0.O -..ELNO&T5f ASI. --11 CORE DIL&-LINC

• EMT AITW D-31)1 in IN aQUatRo TO oRIva1.4IIN.

I. 0. .LE.LIn IT.LJNOISTUR*E0 54451.1 OCT10 TA@Li. a. HR.Is a ~ a O c al N= t T aS ~ LE 4 NW.1 TEST SORINM RECORD BRIRNG NO. IiARwi-S DATE DRILLED 4/30/79 JOB NO. CiH lo65P LA0. ENC ERING SRTIr M 00:iNG AN0D iIPLING IrITI AGITII 1111, Ciq DALLWN. MEICT AIIM 0-111k 1lav .O 5 THE NUMVIE 0f SLOW$ OF 1.0 LA, Au.sER FALLINGO RIN CQUIAKO TP , l 1 .4 %. I 1 0. ir$l- -I1 M..... ..IP -- OAIUl TAAL&. 14 IR:.so~ ~ ~ ~ ~ ~~~TE T.LI 10C :31acna oornl..,oTt TEST BORING RECORD BORING NO. U4Ikr~- E-, DATE DRILLED Jog Noo. CHi 1065P PA-'o F LAW ENGINEERINO rESTINC COlM-NY DESC P FrT ION EI v. ,Ft 796.50 P P[NETRATION-OLOWS PER FT.-40 *20 "6 40 in "0 DEPTH rF.DESCRIMION CoreCev",F' I'ENETRATION-PLOWS PER FT.Rec 7S 6.S 0 1 W 1 00 40: C. .-.* .I ---.~;' ; --iF ray Hi,' 2 ca ceous SflIty F;z-e ,o ý,"' Sannd ki Trace ofSanc* -Cla~..y 6o 6.4 Fee!F~ill -Szlfl f a bro, .. icacceols"'9r,,t* (Sry l r, CaCAtIS Finto coarj~e-- T " ..Fill -Loose and Fir. micaceous Silty fiae Lo Coarse Sand 5 C I.79f. 5 I* , 781.5 i76.43 .78. C'So. C.Partially veathered Rock$Carbide Bit Refusal at 43.4 Feet Partially Weathered Rock That Becomes Gray Brown White Micaccous Silty Fine to Coarse Sand With Rock Fragments When Sampled NX 36 16~1.7I .5 l*3. -I- I H !-I- i I 22 --I 7 t F' 1_.3 K"i 6. 5 I :1-I 1111 ElI 756.5 Hard Dark Gray mima Gneiss, Very Sligni Weathering to Fresh 1 eO.:- -----1.4 1~ WtlS.StM EI-1-1l a'0.IN. -Tt' $171. D.- 11 00 S r~lE Of SLC*S0$ 4U. aOC L ONiasTu..tO Is$ILe -071. T.SImK' 36NA-~I.. -#.E, HC;1O0 TEST BORINe RECORD BORING NO- __________ DATE DRILLED 81l6/7y JOB NO.PAGE T-OTFN 3_LeA ENGINEERINO T*5T!N- COMPA.NY SORINO 0 1AJ' AI..ING SE£lS ASTO. 0.i5*C A111 1RUAJNC SLTSCSM .11.A Elf S*IA^, -IS -tN-11.O 0F -.IVS 01 .0LO FAC..>, 3tI. SLLIE 70 AIflIE I.. I. 0-. _' IA4,( I T..0 UN4ITUISI0 SML:i N 1.T:L, 3.K.l .FC EOEY A .--TEST BORINO RECORD 6O ING NO. ' I -.DATE DRILLED JOB NO. C, F'AGE OF LAW EGIN EEqICN TEST'"C'1-*'

OEev. , Ft.@ IENETRATION-SLOWS PER FT.rP1fT..L.J--Q -O 'S 1-- -zSAi -. -..-tOSIWK-0~ 3-119t rATI. VARLf. I& HR.TEST SOMNI!O R~ECOR~D BORING3 No)C)ATE DRILLED b/__1,:/_79 JOB 1tO. ýK 1065P PAGVf 3 , L.AW -!NE5F.NC) -Fl C) C, -'AY'iOC 00SISLN MRý r AS1 0-1 SORE r.ME .-IILIA 71 Ll. 2St 0H., p~lt,, .~tN.TAA N~btLR O~t~fL -01. CR L. 4.TEST SOrIH1e RECORD OATE .2" PAAE I__ or 2 0 Esc 41 FT IO N Elev. Ft. ]PNETRATION-OL0OY5 PER FT.DEPTH VT.DESCRIPTION Elev. ,Ft.*KN4ETRATION-BLOWS PER FT.M., 20, Wg 40 f0 60 100'*79? 3i I. -S -q -q -V - ", 7. LE. I III.TEST CORNtG RECORD BORING O l. -I-DATE DRILLED 5/'17/72 Joe NO, cH i065P AG ,E _ ',-OF 2 EOflih AN. S-I.PLINa 2(tTS A-,t, .2,2$,I*LLIN& 22 IN, EQuIT ED .TO RIVE 0.4 IN, I. Z. 6SIDArý I FT.RlSIIRD -SMLIE WTRTID 2lD TEST VORINIG RECCrD BORING NO i.,.. ,.DATE DRILLE , 7'JOB NO.PAGE __0 _ DESC RIlITION A Pf""NETRATION-ELOWS PER FT.2 IeAd, IFt.756 .0 R 0 ?8 La All Al 1 DEPTH FT.DESCRIPO..hENETRATION.BL OWS PER FT I -* -A -4 c * .-40.0* i -firn. ?(:. Gr~,'icjc,-cu5 'Fne t o rltdier Sanc ,itu Trace of coarse Sand/,1c a Residual -Loose Orarne 5-o/t Cray Ta", M;caeouý Silt, Fine to Meddium i5.310'7.71A0*'766.0 I _ _I 45.0 51.I Firm Rust 8roin -and Gray Tani Ihicaceous Si ty Fir& to Mediuma Sand Dense Dark Greenish Gray and Brown Micaccous Silty Fine to medium Sand Partially Weathered Rock That Saco=c5 Tan Bro-n. Very Hica cous Si ty Fine--Carbide Bit Refusal at 5).) Feet liwritvJ vr1t , .1, j c't Gpen Tube Observa6:io,o CIlI to 51.1 Feet Oround,,.rer 3t , Fet Aft,¢ .24 HoursCoarse Sand whuen Sarpled 50.-0-'-irt Ft bo;r an- CrAy T-nd -icae n nI,,~ Fine to dn Sand I6ý-:1.3.- -A3. -'--itO C- -,V- L.--.3:O1,3I U~n~slu~atD 0.1CC -.r C .V TAILE. 34MA Si j. 0,5 osE---_.- -e 3*TER TAILS.., MAH.4 OS Di!~4AC TEST BORING RECORI BOnING NO. Ni.R,-I I DATE DRILLED 5"2 '1/75 JOB CH IO06P PAGE I OF 2 1 IW ENC ZST-ERIN; I'St" COIýR-.-y 10* 11. AND *S 1 1-1fS ASFIT" 0 is1.COEt OAILINT " *110I 4-11 11 iI- , F1111S1.305A5Q Stn i ,~iD ADW

• S t V3I SCin ACOLJIIDDA T .O 35.L 3ý -.Z. $-SLL, I T.',OD3ST~iAADD 50*315 3 Te.,: .I ~TEST UORI.NO R-,CC0 BORING hO 'DATE ORL .ED " JOB NO.PAGE 2 0f 2 LAW ENGINELAiNG TEST;NG Cr-A-.'.-

DEFTH I49"0 h-.A t NE1RATION.8LOWS PER FT. OEPF DESCRTION Elev. .Ft.*EIev., Ftf KENETRATION BLOWS PER FT 1P4°794-2b, S 4I LA "tS IMOt 5 ,, ",...- , ...-. .-Q 5,.0 33.0 37.C 40.0 F iI -Fi rm" rey 8 rosin Si ca :--s Silty Fire to medivm Sand l4irh Trace of Coarse Sand Fill -Firm Red broon Orange Very Micaccous Silty Fine to meditim Sand-Clayey 5 to Feet 1 to 17.5 Feet 791.2 I!Fill -Firm Gray Brown Very Micacecus 5ilty Fine to medi; m Sand ViUt Trace of Coarse Sand 781.21 77.2I i C7h6. z_____:esiJuaI -tery Stiff Red arn-,v Fire to hedium Sandy Clayey Sil: Firm. Cray rown Very izicaceous Silty Fire co hediom Sand Wirh Trace of CoaT-? 'Sant.'a. -,A.E. Fa or O .11- sn SI.L .--JER SoIN st -.~e 10 -1E0 1 1., 5.,0 I-Mt,.E I FT~TT UNISTUREO SAOSLE TrtS 11:L:, :4 TEST BORIfll RECORD ORINar NO, -11A DATE ORILLEO -/2 ,'JoB NO, Cii 1 Sp PAGE IF I P-ERAI-rOCTS-,-MIER OF BLOWS or iAQ v. r-aofr UNDIST#JA3ED SAUILE MRTA15C.2 ~.I ~Z-~ .-If T elf. I M, TEST BORING RECORD DATE DRILTtE _ /____" _JOB NO.PA GE.t ____ _ DEPTH MrT D0EstC FI PT IN Elvt* PEN ETRATION-5LOWS PER3 FT.DEPTH IFT.DESCRI PT ION Elei. Ft.8 796, 2,.PEN*ETRATION-BLOWS PIER FT 30 ?a -30 ... co- E, 00 756,10.a?I-40,- I 6 10 I00w 03. -F! mi Gr.-, Oro',o Very'3 cicateoicy S; I ty Fine to je.ii %icO 43 U' Trare of Coarse Sand 3 3 isr to D,:ric V 73100 0)ay Very mlica,2-0S ilty Fio to he-riý -rcni ilt ner to Cc too T6 ýyO~aznered cio,- ri, cici ,-ayieoo+/- Silty Fin~e to rsl arice Bit kefssal zt 63.S fedt Sc1vn3 Termi.inlctd at E3-8 Feet lInsZ81le' Openi Ta-ie fOts-:lz-r to e~ Lee rCE L.ed a t <U.;e z Obtained Bag Samples, at Depths of: 3 to 13 Feet 13 to 23 Feet 23 to 35 Feet 35 to 40 Feet I 751.2-a-7!c&. ~~~*~1* I I Ii~&2L H.131.2 Ii--~-T--T -il.~ Ii ii Ii ______________________ ý771.2 H.50=1-.50=I II I II-1.-I -.METS 1 .-1.I CO-3 -fi.1 tT1 .11.S .4-3 I-ct oi~ IA,. ..US3t IO IT. F 2 B ,a.JNO3SZLJCEO 3.SlPcE -TEAr. 7A5.1, 24 Ha*.TEST SOPUA-13 flECID So00001 NO0. jAp.,- ! 2 CHl 1065Sp PAGE 2 2I LA-' tN)-NG3CG~0

• rice*C.'

..;.A*daarc Te 70 -a~cte.f cyt 41, ee COAC 0~.11-G SSAO 0.3. -..230.033.

• ath 'Z4,2lA'i" ,, tO b0 3 .l AM PTtIO 331200U*0 O03, , I.*-OSMcC TEST E:OF.!i' F.7 C flD tiCTE DRiILLEC _____JOB No.PA"GE___"Oidiiu~iPO, $AM LIFWAiEA OAXtK. 24 335.-Actsx .,-4. t 4 ry 5 r.r~.IIM LAW.Y Nti3qNlEP$,':;

T.0 ET C; " ..,r, 4Y OE "T H DISCRI FT ION E}ev. FL.& !KNETRATIONBLOWS PER FT.DEPTH FT.DESCRIPTION Ftev. Ft.' PIET ATIO.4,1LOWS PER FT 1<0.6 6 IFT;Fill -Firm to Dense Gray 8rnn-Fiae tous Silty Fine to Mediu," Sand With Rock Pieces and Trace-of Coarse Sand Fill -Firm Gray Brown hicacecous Clayey Silt~y Fine co llerfum Sand 50.0 62.0 70.0 72.0 80.0 Residual -Firm Tan Erown CIayey Silty Fine to Medium Sand Partially Weathered Rock That Sccomrs rcwr: Silty Fine to Coarse Sola Iwiin then Sanyled_iHard RPost and Gray Very Micaceoas Fine Sandy Sil5z DenSe Gray Brow.n rticaceois Silty F:ne to Coarse Sand. hýof Partially ,eatheree , kck÷ ., ba0-.6 ,.0 S-AW 3/4.C .ET5 -TV. Q04%tý.Et.MN -rý tTA-,WC*t 0tC,,*OSST,~M e~s.Oh -EO *O*MO.A TEST BORING RECORD BORQ4ýNO. 30 e, !'2 ! 174 OATE DRILLED .' -JOB No.P, 1 )F 3 L.A' ENI GvE-ING !_..$ih5 .NG t.COME 5M'L'NC Ha Cts *0T0 A 3,;MtALLIIISI

• 0 H. eLOUIeAA T- CIlVE 3.4 4f I. 0, S&SRI.& I Ft co ,ISTII*tt
• AMPLE WaTIt tBIt, ,. IR.--- *. TAS IC. i T..I.La TEST SOIM0 RECORD 11C.-I6N O .G.: rA.TE DRILLU .JOB NO.PAGE. 2£AoL ',7 DETHT DESC RIFTI ON Core S Ie E & eve., Ft?% Rac .1t .§.PENETRATION.BLOWS PER FT.DEPTH, OESCR RI PT7ION Elev. ,Ft.* WNETRATION-BLOWS PER FT.795.6-.a- 1 I 10 5 , ,, " -" -3 0 Partially Weathered Rock That Becomes Gray Miceceous Silty Fine to Coarse sand With Very Micacnos Zones Wher Samp ed Carbide Sit Refusal aE 85.1 Feet 40 M Q I00 RQO 5 0 = t 705.f Hard Ligh: Gray Hire GntesS, Very 1NX 1 L9 I?8¸, 700 .(Coring Terninated at 99.7 Feet installed Gpen Tube Observation"eII to 99.7 Feet Or-ridLaefr a: 13-3 Feet After 24 Hours 695.6 ___ I'so.'-TI 83 I Ft C.40.0 BO~lD AN I~t*I ..METS ADST.-lL tO., CD.1,4 ---DI ..T.03 I;, IR- ISD DT"E NIJDO. --0-OFI' LN::I. --elA.TEST BORING RECORD SORING NO ,3 DATE DRILLED Joe No. CH 1065P PAGE OF 30F..WEN, INEERNNG 7ESTýNG COMI.ANY.D.E DRILLING -ECTS ArST C-2113 TEST BORING RECORD aNrDTIO. S1 T.lE OFLD L.. .AES ~144 I4. ~ tRN LLE 40 ID" AIRE$0 T0 DC.VE -A IN, I, Q. D*0PdB t DATE DRILLED JOB NO. C 3,;UIJI4OITUEIDDD DPL EA WATE TAUD. 1* C. PAGE OF .LAW ENG.INEER!IN.

."ESTI:. C ... .A.I. DESCRI n ION Ev. Ft I KNE TRATION -BLOWS PER FT.755.6b, In To 4 .6ia so 160 DEPTH DESCRIFTION FT.aP KNETRATION-BLOWS PER FT.----I Cbteined Ba9 at 0 tpths of: 4 to 13 Feet 13 to 23 Feet 23 to 33 Feet 33 to 43 Feet 43 to 53 Feet 53 to 58 Feet 58 to 62 Fzet I 750.6 74o.61 735,6 3Orinlgl, leTinrLcd at 6t2,;. Feet"oring Caved and WeE at 37.7 Feet After 24 Hours 31 .0 40.0 COPE DOI LlIN -CF , AS'- 0.2,.0--AAT- -E -OF BLOWS Of 140 LX. HAMMER'ALDI 10 11 PE CWPLO D T010 DRVE4- IN. 1. Q.SOOL I .UNOFSTUIJ D SOOPLI -AVI.: TAILS. 24 "R.S* ................ .. ..........

• .V .TLI ,1..TEST BORING RECORD BORING NO. NA.R-13A DATE DRILLED -E/___179 Joe NO. CH 1065P PAGE 2 OF _2 LAW ENGiNEERING TESTITI. LOIIPA, 00RING *N0 10PLINO M[ElTS AO'l I"11l Q, E .$1.N OO)0*0 0-1-l fNETN*ATiON IS -C4 NUMBER OF BLOW& OF 140 LS ,"AM"tER PA-LLIN 20 'N. ACOUIPE0 .10 DRIVE "4 1h. I. O_ SAMPLER IFT SUNOISTLJRI(0 SOMIPLE[ *0T705 T*110, 02 05.*....... EL........

4 .0. -.... ........TEST BORING RECORD DATE kILlED /JOB NO. C, ',-F PAGE_ OF -LAW ENGINEERING TESTTIN COMPANY

0T.DESC I PIT I O N EIv. .,Ft.* fENiETRATION-BLOWS PER FT.5640 lb io 30 4o 60 -so Ion DEFT.rT.DES0 RIFTION 0 RENETRATIONELOWS

ýR F7T, ,Fr Residual -Firm Orar"*e Gray RrwnnSilty Fi no to hludim Sand Firm Ru-c Grav mi'caceous Si-lty Fint to mediwu Sand.' Rock That 3eeomesf lrzide Sit Refusal at 53-4 Feet Soriro Te'vioatec at 53.4 Feet.,cailed ODen Tibe DOServation -11 to 53.4 ýee'.Gray Tnn Mica-co.n Silty Fine to rcarse Sa~d tFren Spm'lred TEST BORING RECORD BORING No .DATE ORDLLED ma o. CH CI 0>JOB ENO .LAW TE51tN. -O--- -t ---t -AS .0- 114.00IT. t.0 TO .-lE 1.1 1.. I. 0. 1-AMPLE I T..3 1% .O c.1,0 ............ t, so .......... I. .....S TEST CORING RECORD BORING NO. lARw- lk DATE DRILLED 6/23!79 JOB NO. CII !36cP P A G E o r _ _LAP ENrA.INEERINOG tESTI'- ROMP t,, 00:110 ^"0 5MLN uTS 5I01.TOSK QRIL-IhG MITS AST. 0.00,.FEPOETRTIO*41 THE --RS 14015 O- L-1S 1F42 -U AHOR f-ACLN R0...EEOSOTOSW 1,' 1. 0. SAMPLE I Fr.~ SNISTL*ESO0*0.LS ~T WTEKR TAM", A- MR,...Tn. T..E. , .TO.15 SL I ROCK =ORE SR -SY 4 LOSS .FOSLL W.rES DESC RI EPTI ON E£lev. Ft 756.4,.MNRETRATIaN-RLOWS PER FT-1Q IC 30 40 613 5010 QIauTh ErT.DECRIT IORN Core Size Rec* 3NEETRATION-BLOWS PER FT.I1"t ;jO 4.60, so 00e S ~ ~ i -0 4 --I¢ I I I ll5 -.I , ... ... .. R Obtained Sag Samples at Deptcs of: 3 to 13 Feet 23 tu 33.6 Feet j. ?I 3 Feet .__D9 oto Fee Bomivrg Terýic-nrd at 43.) Fect 0 751 .:-. -f-] l~--fi.-1 I I Fill -Loose and Fire Hicaceous Silty Fine to Nadiaw Sand Residual -Firm Dark Gray Kicaceous Silty Fie to Medi,,m Sand With Rock Partially Weathered Rock That SeC0Moi*Gray Broen Micaceous Silty Fine toýCoarse Sand-Wten Sampled Loose and Fir. Gray Brc-n Hicaceous Silty Fine to lediu- Sand With RoCk Fragments and Trace of Coarse Sand Firm Brown Hicaceous Fine Gravelly Clayey Silty Fine to Coarse Sand Ii 7-q I., C 786.0 F F 781.0 __77II\ I I :I I I I~Pa 3 23.0 Z7.0 30.0 31-4 40.,D Partial ly W.oýathi~ere Ro'ck That 8.rom'is'Gray Blotrci li cacI o u s SII iy FIne. t o Coarse Sa 6d N5 N jI I ,.-i--. I --+ -P -n~St? *etc UeLýL 4ntr tray ane crOTLn i tsr a..net P~artfalfly Weathered Ko~lo Tnat Beccaics;ray BroCCn' Nca~cous F~tjrnLý to lied RrsSooWil o n Wn~n ii 761.C-I --R -p---p---- Q x-RN AN. S-- -~~fZ .41ET .SYM .5 CO-S -RLLI MclAIMo Itl Pe TAI-, 5S T-ECOSR P* f 0 P .1-6 .5. -.PEN PAL~ING 30 IN, REQUIRKG TO AIVE. 1.4 IN. I- .. SAMOFIIR I FT.UNOISTLIRRE--E'0 SAPL t *NR AL. 44 R..I .s.- WATERTOLS I NPt.*p POK OREREOVE 1 4 L1- .F CRILLIO..T... TEST BORING RECORD BORING NO. tt.Rs-1 1.5 DATE DRILLED _/_0__7_JOB NCO Ctl 1065P PAGE 2 Of 2 LAW ENGINEERINIG TESTING COMPANY DOR-0fl AND SAMPLING MCETS ASTM 0-13.6 COPE 09.LL0.d ME-1. Al..I.2-ME~TRATION IS TME NaUtIER OF *I.ObS OF 140 Is. -IALLINS 10 IN. REQIIIREO YO PRICE LA IN. I. 0. SAMPLER I FT, UNOISSIPSO IXEPLET Wn. TASILE. I "K SO .0CCCOR REOVRY LSE CILLO --175 TEST BORING RECORDNO, -___, OATE GRILLED -, JOB NO. C h 6 35P PAGE ____LAW ENGINEERING TESTING COMPANY Core SjzeEEev.,Ft.N

• NETPATION-BLOWS PER FT.V .E~o I el. F I-.Rec. 756.O~ G, -n ..no a. I..OtPTH DESCRIFTION aIENETRATIONSLOWS PER FT.E I e .Ft.RQD 7i 0 87.;9.-2--~GnG ----PLhO Ifl-S ASTS D-1111-ETaTrO- IS TNCBLI Of B-OEM OF .. LB.A-.-' 3P ,h-RLQVICO To ORIV9 t.4 IN- I SAMLIA I Fr.IJRD4ITUA5LD WATER TALNI. 24 MR.TEST MORINO RECORD EORING 140- NIAR-15 nATE DRILLEO a 211,' /JOB .40. CH I OWP PAGE _ O F 2_LAW ENG! NELRING ESTINI ,'OMPANV 60O:ING R-OPIS*0MLING MEETS *STU O-ISI CO E DILLING MEETS .1 M 0-)11 ETRAT ION IS Tnt NUM-E 1 ER 07 -..OF 1.. LlI MA.PALLING 10 IN. R.QUIRED TO CDIVE -: IN. 1. 0. SAMPLIE I FT.SUNOISTURI£E SAMPL. NEE ..- -i-R.-C 4 LO IA IL., I fl TEST BORING RCCORD)0E flo OATS DRILLCO ---L AGE OF_LAW ENGINEERfNG TESEllNG COMFANY

.SI.RIrriON Elev. Ft.* PENETRATION-BLOW' PF.R FT.OPTH'DESCRIPTION E I ev. , Fr .0F..NETR&TtON-SLOWS PER FT.'756 o 0 1 16 10, 4. 6 e l Too fluOrianqe' Tin Gray MiCaCCOUS S' ItY, Dense-Tnray tliiacedus-Silty Fine to .ledi um .,Sand.,'Very StifF Tan Bown MicacemosuFire Sandy Silt 58.0.61 .0 65.0 80.0 Partially Wea[hered Rock That Become5 Tan Gray Micaceous Silty Fine to Coarse Sand and Dark Bro;n micacenus Silty Fine to medium Sand lIen Sampled soil. Zone 71 to 74 Feet f ,-=3-CO1 h-04LCC 5V.CTS MEETS 0.*-St f-LI. CG 3o IN. ACQUIREfD TO DRIVE. I. IN- .D. SAMPLER I FT.01ATER TANLE, I Si.30 ] % 70CC COOL ECOVERY 4 LOSS OP OtI~~L*O WALI TEST BORING RECORD BoPING NO. NAR.- i 6 DATE DRILLED' 7/2/79 JOB NO, H 1065?JOB fiG.PAGE __TO FL 3 LAW ENGINEEFlING TESTINGI COMPANY'0 N*0 LING ME EET$ A ATI 0-*112-Qt PENEIR-TIOf IS TW9 NUM.EA 0$ 9LOWS OF 140 L4- NAMAEA FALLI.. 30 IN. REQUIRED TO DRIVE -IN. I. 0. 1AM-*L I FT,.UNOISTUI.... SAMLN 0*714 TA..--E. .14 .-W-' NATEI TISLI. 1 $5.,0042 , C. 0=OVLRY .4 ou. OVIEI'LlII. VA..-TEST BORING RECORD BGOINC 100 t ..DATE ORILLED _ _ _PAGE 2_ O 3 LAW ENGfNFERING TESTING C2O.yiFANY EPTH DES- RI PT I ON Elev. jr. WIlENETRATION-BLOWS PER FT.716 4 A A i 3t .. :A. -An 3- ~ --& *' d ---Partiaj eathered Rock That Becomes,%150=C Carbide bit Refusal at 81.0 Feet Coring Terinated at 81.0 Feet;nSLalled Open Tobe ObservaLiun ,ell to 81.1 Feet at 43.3 Feet after 24 ATan Gray MicacCcus Silty Fine to Co"rse Sard anC Dark Brown Micaceous Siy I sne Fin O hL ) *M.o Sand when eo'id DEPTH FT.04bt Dep 40.0 ained Bag Saeples at ths of: 3 to 13 Feet 13 to 23 Feet 23 to 33 Feet 33 to 37 Feet 37 to 40 Feet DE SC R2'T ION (NIETATION-LO44 PER F"T, Ii---a ----4--420,Z 1.4 7* .AtC.,4LO Tq: -T*IE I' IN; *.O&e.ut UNOS7AS0 *hil. #*73 C~t. 4 92 TEST BORING RCCOIRD BORING NO lAR', ,,- 16 DATE DRILLED 7/2/75 JOB CH 1065P PAGE. -Of,_LAW ENO2illERING TESTINGW OMP-,.Bar ountered Residual Soil at. 40.OF~ee 5-its Teshniratee at 40.Cd Feet NC 3O IN. O to OVC 2,4 It,,. 0. $ASPLC* I 21.TEST BORING RECORD SORING NO 1'4 ' , DATE DRILLED 6 Pf1 JOB NO .nf P PAGE l OF I LAW ENGINEERING TEST,'CG CCMPANIY co-- -ATIM TAuL. I $5. FPT.DESC RIPTI ON Elev. Ft.796 -3", PENETRATJON-BLOWS PER FT.DEPTH MT.DESCRIPTION Elev. Ft .* 09hETRATlON-BLOWS PER FT ib I o in AB en , d n;.I Oa So a -~ --~40.0 Ill II II I I II II II I I I i ii iiiii Fill -Firm Red and Tan Srorvn Gray Picaceous Silty Firne to dedium Sand idtn Tracer of Coarse Sand-Cýae, 5 o 6.5 Feet-cy-ey 3.5 to 11.0 ;- 19.5 to 21 Fcat-Sitt Inclusions 31 to 32-5 Feet Fill -Firm Red and Tan Lruwn Gray MicaceoUs Silty Fine Lo Mediuif lao ,With Trace of Coarse Sand 79, .5,.1 E 786.5 781.9--7--776.5.771.5-* .~ I 766.9 761.9 46.U I k 57.0 61 .0 Residual -Firm Orange 5rown Gray Micaceous Silty Fine to Hcdium Sand Stiff Tan Black tiicaceous Fine Sandy Silt Firm Dark Gray Very Micaccous Silty Fine to Coarse Sand Ver; Stiff and Hard RJ st Brcrfr and-Ihite Olive Gray Very Micaceous Fine to Coarse Sandy Silt Firm and Dense Gray Very Micacpous Silty Firn to Coarse Sand 71.0 75.0 78., t partially Weathered Roci That B,:comes!Dark Greenish Gray Very Micaceour Silty Fine to Medium Sand 'hen Sampled Carbide Bit qefusal at 7-.9 Feet n,, 756.9 I--aL -1/4 L 0 T.-TS, -21.FA- 1, IN -Q-L TO O-lVEI I IN- 1, Q, SAOLER i FT.UDTUBC*I-FLI -eIýE TIL1. 1. E..It I % CCX SCS ICCVCN 4 .os Or ..l~co NA.TEST SOR SlG RECORD BORING NO. __, _DATE DRILLEO JOB o.106 PAGE I OF 2 LAý CN~fNCE0FNG rttTINO -IAPAI borini Ter~min tred at 78.9 Feet ivmrttL1,6 CtmTr, Tý.tIrinn Well to 75.9J. Fnt-tOL OI "LELT IT' 0-n -i l IIIro.T-a&r 1t Ftet. ,'%fcr 211 HoursJ. INrnUeLO Ta CRJV E 1 it, 1 D. -AL( I FT. 0*ISFLB -W FTER TA L. 214 CX.50 I RO-T UR-RWL Y ATER TA IBLE, jI B.R TEST BORING RECORD pOriNG .. t,,,-: /OATLE c ) L 14 _JOB No.__________ P A G E _ D F L.. E'-oEFtFr.E TESI:NG C$.<CNY DESC RfPT ION I #rENITRATION-BLOWS PER FT.Elev. Ft 796.-1ý-oEI`rN DESCRIPTION

1. PENETRATION BLOWS PER F7 Ft.0 25:0 i d Ad 96.too o.0 G I -a 4 --~ .q~ P 1 Obtained Sag Samples at Depths of : 3 to 13 Feet 20 w~ 30 Feet 30 to 40 Feet 4(0 to 4 8 Feet 45 to 52 Feet 791.9 786.5 7171.93 L.761.3 52.0 756;9 a -a -I n S S -CltE DAILLING MEELTS ASTM40.-2112 fnETOATIOPN Is THL A OP kLOS$ OF 140 CL, -MAIdER L300. 4(010 .-C9 1.2 I. -, D.1.M.t IT.RWATE It TA IL. .NA.I :- 4.................

4 ..... .IIUC.NG SArK.TEST BORING RECORD BORING NO. 7A DATE DRILLED 6/11_i/79 JoB NO. ch o06sP FAGE I OF 2 LAW ENGINEERING ýTING CCIMPAN'.CORL DRILLING MEtTE ASTM U-2112 PCN*TRATICN IS T01 I IUM LI'* 0 I"I' F 14 LO I CS AIJiER-OLN 22 IN .-Q.11 I..TO OIV3V .4 .*LP1 I T CATE TAIL, 24 C~l.ES 22(100 COAL RECIVLSY 4 LO.I OI C1IZLAiNS 4.~~w .......TEST BORINg RECORD BIORING NO *, 'DATE DRILLED -*"/N JOB a., Ci PAGE 2 pAGE OF 'LAW ENGINEERING TESTI.N I Core S ize 0 ESC A I PT ION Doirw_DESCRIPTION Core Size EIEleo.Iz a PIEETRATION68L,OWN PER Fl, Re c.f~Ci NI-T. D-11--~J3 T-0 11 T-3 --k-. 0' 1 0' 1~~ 4ý I., HM I 3~d30 0 ~ iE.- It FT.3dt0 WA-A TAbLo. 4 10.4 -033 I R TEST BORING RECORD BORiNG NO. "P,,-18 DATE DRILLED 6/5/79 PAGE _____ OF ___P_LAE IENGCIIEERINU TESTINO COMPANY CO.L DRING .ET5 -ST. 0-01 fLURAtION IS TKEC SUMSC OL tOWS OF 140 Lb. KOMWER 0.......V-I .StrL, It.U0010............... ........ :......... TEST BORING RECORD 6ORING NO. ~DAlf URtLLEO, JOB No. CH PAGE 2 OF 2 LAIIW ENGINEERMNG TEST)ING DESC RIPTION Approx.Elev., Ft.796t.o a PENETRATION-BLOW$ PER FT.I .-1. -.go, so t10m 40.o Fitl-Firm n and Gray !icaccous Silty Fine to mediur. Sand C1aytly a 26.0 Feet 79'786a'776 -LJH-i-i-]52.6 53.7, 77.2 80.0 156 a o --h tOEING -Ct 3AUPLING MEET$ Anril DRI36 c o E QRIOEb&Ts

• 5yM -7I I IS E.NG I..nUE~ ROINOP ItoR. *htT, USOISTRIEO SMP-TEA~t TARLE, I HR.i 4 &oo..o .n1 n fAT..TEST BORING RECORD BORING ND- IA~OAD K DRILLED _/____JOB NO. 106&P PAGE I _O 3 L.'t¢ ENGINEERING TF'TINCG COMPANY IORIRO AND 1AN-FING NEITrO AST. D-Ifl C-R CILIN IEETO ET.N .-,II E.EYTRAATON

S THE N50040R OF 0Lo04 1 f40 a, 'IQ L.FALLIN. I10 IN. IEGRCO 1cve u. NI I. 0 ..A.-. I.r.RE ...... LQEN a. DRILLING WATts TEST BORING RCORD BORIhN G,. NO-LATE DRILLED "" JOE NO. CI I0C05.PAGE LAW ENGINEEGiNU TEST

tG CO.l4A-,Y------ -- ---.. ...

DESCR;PTION Approx.ev., Ft.716+/-PENETRATIOr4-BLOWS PER FT.10 20 30 d0 60 80 100 I -F -I -P --Licht Gray Mice Gntiss-iriG Terlinaled at 84.7 Fcct NX t 06 RQO F ,711i L I IB I I ll I ="OEI"N 0 S7 MPLL -7 EEr " S`- 1M ' -10'I , NG ' CO 1, IED TO COEC 1.4 IN, 1. Q. A-ILCR I fr._____ 5'r-TITE0 SASPLE9 WATER TABLE, :4HR LQ%0 0N-. ..TEST BORIN4G RECORD 80RING NO. NARw 19 DATE DRILLED ., o"(O.JOB N -r cm. 10650 PAGE 3 1 LAW ifidmiti~opNl tESTuiNG tbýAPANV'OBOINS AND SAMPLING M£ErT A'T" 0-Itt.OREt DRILLING WEE"T AST. 0.-11.PCNETRATIQN IS THE NUMBER OF BLO I OP 140 LM, FALLING IN. REQUIRED TO DRIVE I., IN. I. D. sAMPLEr I Fr, I IIL "^71::ll TAII", ,4 I~ f kE 11'ARL I It,.SR RCK ng REOVY 4r LOS A.' 'DIII-.LI ..TER TEST BORING RECORD 80RIIONO.DATE DRILLED JOB NO.PEL A G LAW ENnINEERMIG TESTINC COM'ANVY DES)CRIPT ION v PENETRATION-BLOWS PER FT, DEPTH FT.80.0, DESCRIPTION Approx. a PEmETRATION4SLOW5 PER FT.F; I-Firm Brown and Gray -Iicacentis Si!ly Fint to Coarse Sand Slijhtly Claymy ai 48.0 Feet?ossible Fill-Firm Bro-n MicaceOus Si ty fint to med ium Sand-rmrjcI~a>-Fj,r c3 -i~fsC Orov~n Taa Gray SilLy linacEo e fI C tC rdiun Sai'a o-I -AI-SPLI..Q A-IM-f OPI ARLIGME ST. 0.211.SInTRATION IS THC 1i-InR 011 SLOWS Of -O LBA. HA..MER ALL!NG 31 ;N. kEQ-RL. TO Cý.VE II N. I- D. SAMPLER I T L--bT-fIE SAM...L. E.TA TABLE, 34 -R.WATER TABLE, R-C. LE AEDEY 4 LOSS .1 .."l LRA -1..E TEST RECORD BORING NO. NAR-DATE DRILLED 2/7/_0I063P JOB NO. ______0___ PAGE 2 2_ OF 3 LAW IENGINEEPNG TESTING COMPANY DOPING AND SAMPLING. MEETS ASTM O-ItSS CORE DRILLING MEETS AfliW O-23 I PENETRATION 15 THE OF BLOWS OP SAO Lit. HAMMER FALLING 3O IN. REQUIREDO TO CARIVE %-S 1. .0. SAMPLER I FT.-----IT---APEWATtR TAILNE. E HR. .WATJER TABLE. I .'a W 11C. ESE ECVES' 4 LAS OP QARIL.IG WATER TEST BORING RECORD BORING NO ____________ DATE DRILLED -JOB NO, I U 1 PAGE 3 OF_-LAD ENGINEERING T ESTING COMPANe DESCRIPTION Approx.Elev.. IS PENETRATIO14-OLOWS PER FT.F S 5o. 0 DESCRIPTION Approx.Elev., Ft.756.5 a PENETRATION-h-GW5 PER FT.101 20 30 z48 6D n0. I00 B -* ---P ~* P -!ill-Firm Gray Brown Micaceous itty Fine to Coarse Sand (/7sl5.5s 52.4 Residua)-Firm Red Brown Clayey-Silty Fine to Nedlum Saend Firm Red Bromn and Brown Silty Fine to liedium Sand~I i 741.I'I 7 _ .I3 726.,~0ecOieesray. Fine,.Carbide Bit Refusal at 70.4 Feet Light Gray Mica Gneiss 43 i I.*721 AS 80.:0 71_6.&.1- A-0 -P',- tXETS A-.A -iI CDII DAILIP. EhATS -t.M D-21111.rETAI,.TrCNh.E OP ILON "1 1 LB. P*MEB ALLING 10 IN. REQUIRED TO DRIVO IE .- IN. &-0 SAPLER I PT.STURD SA... PLE .WAIL.R TA1LE. 24 Pt. A.I NATER TABLE. I HR_I,. RO : CRE REOEY 4 LOSS OP -RL.IOWT1. TEST BORING RECORD BORING NO. NAR 1 5-21 DATE ORILLED ./ 2519, JOB NO.PAGE 1_ OF3 LAW ENGINEERING rESTING COMPANY*t. Mediumr Sand herl Conpl.d C RICOILLI.O -1LT oS .2111, PEINT.A-IQN IS THE NUMBER OP bLO.S OF IS. LU. .AMNECA FA-LING ;. IC. RaE-IJIED r0 C-I.E -. I.. I. .. SIAPLER I T.- SAMPLI VATERf TAlLE, ZB KIR."-- -PATER 1ABLE. I .a.-C .OCA.CORE..E..A... 4 ......LAS OF R.L. ATER TEST BORING RECORD 5O RIN G .-z1 0STE DRILLEDI /2 JOB NO. 105 PAGE h _TF__LAW ENGINEERING TEST!NC COMPANV DESCRIPTION Approx.

• PENETRATION-BLOW5 PER FT.EIev., Ft.711,-A iý v in _20 '160, R DEPTH FT.DESCRIPTION Approx. w PENETRATION-BLOWS PER Ft.Elev. .Ft.--f -Y -*I'- *Coring Tenminated a[ 95.6 Feet 9 70: 711.5 go, 706.5--. ~1=701.5 f___--=9-il I I 5ORINO A-0 SAMPLING MtErS *5792 D-245 CORE DRILI It. -IT~S AST .0 ---* ET-AION IS I.It NV.8E.C OF SLOS OF 14 AO ..PMR EAL.LISI -IN. REQUIRED -0 DRIVE l.4 IN. I- 0, SAMPLER IFT.RUSEEC ....L. .. WATER VRLIE. .- HR.-SlATtx 'ARCS. I FIa.C5, ROC .C .... RCER, LOSS OF P j, -GSE INOWYie TEST BORING, RECORD BORING NO. NAP. ,-21 DATE DRILLED 1 2?f-JOB -O. NO.PAGE O M LAW ENGINEERING TESTING COMPANY:0RIOO AID0 "1114NS ME ASTIO -1111 CORE DRILLINR SIFCT$ AST. D.2551 PIEETRATION IS THO NUMLBER OF BLOWS OP O140 L,, HIAMMLER PALLING 30 IN. RALqJIREO TO DRIVE I14 iN. L 0. SAMPLEL "1 FT,.O..ISTS.....

SMPL. T WATR 1R SIR.SWATER F ARLE, T R..SI % Ol CR EOEY 4 CO FDILIOWn TEST BORING RECORD BORING NO, 2 DATE DRLIO ED JOB NO.PAGE OF3 LAW ENGISNEERING TESTING COMPANY DESCRIPI-ON App rox.Elev. , Ft.0 PENETFATION.BLOWS PER FT.TO 20 10 40 60 io0 100 DEPTH DESCRIPTION a FENETRAT'ON-SLCW5, PER FT, iiiI ~ ~ ~ ~ 76. io -ii iiI .........Fil'-Firn lo 0ense GCay Fr(-n Silty Finc to Coarse Sane Slightly Clayty at 48.0 Feet RQ0 F'9 151 .0-1 Hi/75, o i i i I ....I -1.tJJ Resia.ý!-Fi rm Red Brc.,n hicaceous Sil y Fine to 11E i Tm Sen, Vir .R,.. Sli h rI y M accus Very Silty Firn Sand 741 )..Z 7.3'. 06L'I h Firm black and Gray Silty Very micaceous Fine tO Mei um Sand itn Sooýe Brown Fine Sandy Silt Partially Ooathereý Rock Thct Rzco:-n Slack arVi Gray Micaceonn Very Dense Black aod Gray micaceuus Finc to Coarse Sand 16.0:1 ,11 ~SO0 50=P, Pa r 0 a I I y: ,=z% ta 1, r e, Rock 72 I;0 Carbide Rofusal at 75.2 Feet Li~ht Cray Mica Gneiss 0 tS erp lad COE CRILLING WEETS II-- q L-e IS -I' .1OC 111. B .OW -F SOC.05-_ -2C IN. SEQ O no IE I IN. 1.T0. STA PLER I 0R.aAT :. I-:C: I 125 ~ ~ ... 1,Q1 50C CO tOOY 4 LS F Q-'LIISS -TAT TEST BORING RECORD BORING NO. NAR 1-22 DATE DRILLED 2/5C"/80 JOB NO. it!65F PAGE 2 OF 3 LAW ENGINEERINr TESTING COMPANY-O1NG AN. .-LTS -.00 V-1.96 CORE DRILLING MEETS ASTFA 0-2I11 PCOESTION T-lt .UMO 0 OLOWS 00 2* LB. h500ER J10 -G jO X. RIJRED no fRILL 2,5 1.. 1. Z. S-RLCA I fT.CIUNDIRTLIRIS. S*ILI OATS: ATCi5. ;t* OS1.0.--.BTX 14II ILE, I M11-TEST BORING RECORD"0R'S,' 2Z D.:,-rTE DRILLED 5 JOB NO.PAGE 3 Of tAW ENCP INkERMILI TE5tING 012APANY D0ECIPTION App ro.. I PENETRATION-SLOWS PER FT.oEPTH ,FiT.4o.0o DESCRIPTION Approx..E1 ' t 4 PE14ETRATION HLOWS PER FT, 40.0'a II I2 I0 Io I f 5oring Irilled As Energy Input Mole FPr Crovs-Hole Sotoey Týst Lcevel Test Level* Test Level-Test Levtf I 44." Test Level T751 1.9.6 54.-A 55.4-Test Levvl Test Level Test Level.Test Level*I , 736 &f 73' 1 1 i 721 II 67,.+ 4Test Level (Input in 8oring NAR,-21)69.+ 6Test Level (Inpvt in Boring NSAR.-22),7 4.+ .Test Level iLevel 79.80.-Test Level-A .4 -----I--1,4 EEND S JPI A ~ -I, AT 0I--.-ST ..Z .~ DEGII .O .~ M A. 1. 0I -.. SML f T._REA- E: TABE. -SLR IA *00C COS REOVEY 4 LOSS OF DRILLING WTATE TEST BORING RECORD BORING NO. .NAR, -23 DATE DRILLED .........JOB NO. CH PAGE 1 OF 3 LAW ENGINEERING TESTING COMPANY BDORING IND S ."T1n M TA ST.I -.156.ORE -41L-cI EETS ESS.' -.111 PEODT.A.ION IS THE DGSDE Cf SO OP 1. 0 L. .M1Ms0 FALLING 30 IN. TO DRIVE I.. 1. I. U. SAMIPLER I rT,~ LNDBTIIBEO AMLI WATIER ABE 24 SB.Um. L WATER TAXLIE, I Ha.R4 s-1 0 DRILLNG --TEST BORING4 RECORD BORING NO,_________ DATE DRILLED JOB NO. CH ili ?I p PAGE 2 3 LAAW EJGINCERING TESTING CO'IPII'NY DEPTki DESCRIPTION Approx.El ev., Ft.716-+a PENETRATION-SLOW$ PER FT.10 20 30f 'JA o ý150 A.0 t00,-Test Level Test Level 71rl706 Light Cray rica Gneiss Nx'71 93.0 Coring Trrminated at 93.0 Feet 701 II___J..2jIi_ I I J I SQA~tIC 000 SAI.WL,00 33T5 ASTM I D111"T. D-1n.?ENETRATiOfN 1 THE O:tIA iP SLOWS OF 340 LB., HAM-M PALLINO 30 I0 "0-{* ,VC 1.1 I .3.0 AMLCO a CT.---,T~nC T03-s -11 T~A,~Lii ~ ~ ~ ~ ~ ~ ~ F -eft~R CS ~0.P. .C I I TEST BORING RECORD BORING NO. N_,_ .) "_ _DATE ORILLED 2/27/80 joa NO. CH 1065P JOB NO. IOP PAGE -.-...oP LAW ENGINEERIITO TESTING COMPANY .1 irerr~acn GEOLOGIST LOG Page 1 of I'1*1*1 I".( ,, I Project: .' Nuclear St.t.n.... Project'Number. BoringlWell-:

1. CcneNlarSain F 73067007 -SMW-1 Client n WellConSstruction Data " ....Date Started: Date Completed:

screen: .6/13/06 6116/06 Fr2".01 SIottedPVC.. Fi'om: 15:- TO: 25 Coordinates:Pok Loged C; ~ Suddelh .orints N 35 E B3, #2 Filler _Sand =II From: 13 -To:, 25 DrligC .rle:Seal:. ...SAEDACCO le R. Miller B1entonlte Pelts From 10'- TO: 13 Method: Equipment: " Grout: HSA. Gus Pech GP-1 1O0E Portland Cement: .From: 0. -To: 10 oring DepthW(ft.): TOC Elevation: InnerCasing:2 25.0ý .7......... 29Sdh_ S40:PVC Boring Diameter (in): GW Level: Timrie/Date;: Outer CasingqStick Up 8....... , 10 174P42 71106 Flush MguN d .Cover 7a EE = E Description' wall E E 6n 0 J I.LI 2-,4 6-8-12 14 16.-20-22 -24.".1 4-17, 4 4 7 3.SILTY SAND (FILL),, brown, finea to medium drained. wellgraded. micaceous, ,very silty,. damp. ..SILTY SAND to .SANDY SILT (FILL); brown, fine to medium, *micaceous, ,damp.Air excavation performed 0-'. 'No lithologic:samples 0-8'.r-24!0 5, C,'C,'I-J z SILTY SAND tO SANDY SILTx(FILLs, as above.-4-1~SAPROLITE, dark brown, Silty Sand, fine grained, damp.PARTIALLY WEATHERED ROCK AND SAPROLITE, gnei-lc,, high: qUartz content.-_SAPPROLITE, gray, to black, Sandy.Silt, micaý ous, grneissitc; Auger refusal\,at 25'5 Boring termninated at 25'--I I/-2 Torrncaon 521 Clemson Rad, Ccluri6, South Carolina'29229 Pl6ne: 803-741-;9002. Fax: 803L7414990' D Irerracon GEOLOGIST LOGPage, 1ý of 2.Pro.e.t:. ..Project Number:, Projeconee NuclearStati0nSSF .73067007 on,, l.sMw Clien. ' Oconee:Nuclear Station Well Date Strted:6Dte Comple1ted: Suree: '___S6/13/06 6/16/06 2'(0.010)ySlotted PVCG ' : From: 16 -To:, 36 Logged By: *Sudh Coordinates: N35 E83. ack: #2 Fiitersand .II From 14-To: 36 Dý,udller

.ý I13 ý#e'fl'. .iýc Fmmm m ý 4-o.6.Dilling Co.: S.. DrIlle : t Se"l" SAEDACCO R. Millet Bentonite PeIlets From: 12- Tbo. 14 Method: Equilpmnt:

.Grout: lad'mw s ch ..E PFrom: 0 -To: -21 Boring. Depthl (ft):) TOC Elevation: 5 Iner-Casing: 2" Sch-0 PVC!36.0 795;.83ý _____2_____________________PVC___ Bdring Diameter (ir18)0 GW Level: " Time/Date: Outer Casing/Stick" 'up: 8.0. T 17.491 7 /18/06 ProtectiveFlu-s onted Cover ___E E U oe pDetail f Air ex cavation ceforgo8 N6iholo&i samples 0-.:2-4-:6.8-. "11 ..SILTY SAND (FILL), red, fine,,poorly graded, damp, micaceous. 12 .SILTY SAND (FILL), brown ,finelto medium, well gra d,micaceous damp.216 10 10 12 -.12 7". .SILTY SAND (FILL), brown, fine tO mediumgreimed, well gra.ded, 14 -0 .mcaceous, damp.; 14 10<182 .SAPROLITE, Silty Sand,: red to gray;,fine to medium, damp;:~ý20 R 22---- -i /" No siplit'spoon reAovy.24- LJ24'Terracon.52ý1, ClefmonlRoad, Coumbia, South!carotina 29229 0 Phorwe:803.741-9000. Fax:803-741-9900 lrerraonn GEOLOGIST LOG Page 2 of 2 Nuclear Station SSF Station gE IýEE;iZ Wn i oEc I I 1, DescripPion SAPROLITE,- tan to: dark brown, Silty Sandlto Sand line to coarse, ppody graded, wet. ...... .....Auger refusalat 36V Terra~ph 52~ lemon RidColuimbine, South Carolina 2n229 1rerracon GEOLOGIST LOG Page I of I Oconee Nuclear Station ,SSF 0Project Number: .in'g/Well: SMW-3...... ._ __ _ __ _ _ __ _ __ _ _ __ _ __ _ _73067007 ... .. ...SM 3 Oconee Nuclear station, WellConostrucýion Data D-te Started.. .DateCompleted: Screen: ., r 1T 6/15/06 DateW____ted:61__6!06 .'_"_0_010__ _VC ____From: B10 -To: 20ýC. Suddeth .N 35ý E83 #2 F2i0er Sand SAEDACCO R-Miller p Betoi Pellets' From: .5 :- To: 8, Method: SA iEquipment: 1 Grout: '.:;HSA ... ..... Gu-s.Peh,:GPý110E. Port.nnd'Cement From:, 0o. To:, -:6 BoringT Dept (ft. m levatio n: Inner Casing: 20,*0. 7978 2" , iBoring Diameter (in): GW Level: Time/Date: OUterCasigStijck'Upi .. .-..... 0 ,17.40 7/18/06 1 Protectiv Flush MountedCovetrýd Cov , e 0, D Rescription W l Detail , Air excavation performed 0-8'. No lithotogic samples .-8 .2 2 4 41 Shelby tube 9'-11'SILTY SAND (FILL), brown, finej o medium grained, w6.iyraded, mIcacous, damp; 12.SSILTY SAND (FILL), as above.16 16;S Attempted shelby tube 18420'. Could' nt push, rods bendlngq.2 aftemps for shelby tube,1 1 for spit:spoon. Auger refusal at-20'.at 2020 20 -_5___ -Boring ,terminaoed at 20'.2-22-2 0" Ph~~one: 603-74t1-9000 ,Fax: OID3-74 t990 ...U,____ ____________________,________________"___

t 1rerracon GEOLOGIST LOG Pagbe 1 -of 2,.roject Numberr ohne. Nuclear Station SSF P 730670008

........ SMW-5 Oconee Nuclear Station Wel!onitiaution Data-5t tredý: ... aeC m~td C ....ate Strted: 6/1506 Dt C.e '61;606 te..2S c PVC: From: 22 -.To- 32 oce oo-rfin-ates. Pack, en C., Suddeth N3 E, 83 #2, Filter--a Frm'2011.14' Dri.ling Co.Diller: Seak: SAEDACCO, R. Miller .BentonltelPelets From: 18 -To: 20 Method: Equipment: Grout,.HSA GusiPechGP-1100E From: 0 -,To 18 BqtingDepth (f TOC Elevation: Inner Casing: 34.0ý 796.37 ! .S040 PVC Boring Diameter (in): GW Leve: Time/Date: Outer Casing/Sic Up: 18.0 1 ..4.24 ..8 Protective Flu punted:L ove r L .L ý0 E Well E ýEDescription Wl Sa:3 , "2 I ý etilo 2 j r~excavat'on performed 0-8. No.lithologiqam 0r8'.4- 4 6 6 , SILTY,. SAND (FILL),brown, fine 1o mediumgrained, poorly graded, mic acous, damp. .0 *2 .......10 7Shelby Tube 10' 12'12 12, 14 -'SILTY SAND (FILL), brown; fine to, medium grained, well graded, 14 3micaceous wet.Shely Tube* SILTY SAND (FILL), asiabove.20 _ ... .20, it 221- 22-242 SiLTY .SAND (FILL), br6wn, fine to medium grained, weii graded,-, Tenscon.521; (,m n.a, Columbia;'$outh Caroffna-292r2 Pt 903-741-9906"' 1 rerracon GEOLOGIST LOG Project:, on Ne S SSF "ProjectNumber:. ncinwell:*. .onee Nublearstation SSF .. 73067007B n Oconee Nuclear Station 3. 4*W.1.2/ý-W WR 0 0 a=E J Description C5 _E_26-30-32 -34.Wi Wi isl Wi..micaceous,. wet. (Phototaken). SAND (FILL),. dark-brown, medium to coarse graihed,.some gravel; well gr.ded, saturated. 'SAND and GRAVEL (FILL)', medium to verycoarsepgrained, well graded,/7 44\I SAPROLITE,. gray towhite, Silty'Sand, gray to0white, fine toam'ediunm ýgrtained,.well graded, gneissic, Saiurated. '.SAPROLITE, browni; SiltvSand. to Sandvy Silt, finercirained. micadceus. Wet./Drill 28 -34' with no sampling.Auger refusal at"34';Boring terminatedat 34'.Pageý 2 of 2 SMW-5 Detail-26 28 730 32'434 I-C Thrracon 62i cierhson Road, CNoMiumýa South Cr-iiilna 62ý922 D trT, coot% 6 'nutz%I1 It WI; IILKV.D II C TL'PTION RIKARK6 R0 0 I '~ I 796 791 5;10 15 _20 0 25 781 776 766 761 30-35 _Carbide Refusal at 3V0'Hard to Very Hard, Light Gray, Banded Granitic Gneiss, medium-grained.31.0' to 39.4', med. to'sl.weathered (granitic gneiss)40 NX 68 39.4' to 72.6', sl. unweath.(granitic gneiss)40 MORINO2 AND IIAM~PL¶NQ1 W'KITS Afru D-.61114 COflC DTItL.,ING MILLTo ASTM 0.111I IF1ENCrPATION 10 THE HU1,42IR Of VLOW4 0f 1A0 L.Q. IHAUR FALLING .10 IN. ArQUIRKOD TO DAV 1.4 IN. 1.D. CAMPLKt uti4isruImUC0 1A'.47L1 _- A~ TAULCX. 14 HF%.501, OCK CORK AKICOVEMY -,.t21 VATX?% TASLIX. I HR.6 Tf.NDA~fl PrNTr NATION 7040LO4 0f D*IlILLINO WAY IA ROD.. NrOCX QUA.LITY 137,4CIONNION

• Page 1 of 2 TEST BORING RECORD N NO. SSF-1 flOCK JOINT: DATE DRILE -/79 L=LOW DIP, 0- Oconee M= Ho. Dip )0-00' Standby Shutdown Faci lity S 3-- s*o- so o cIt,, COa N R% Tlmt 9129 141IP tLKY Dr , Cnp"ION SO 011 AA PKIII L4 V-1. -~ ~ ~ , _________Hard to Very Hard, Light Gray, Banded Granitic Gneiss, medium- *grained 40-.NX 61 50-55_60.'NX 100 60o NX 7 5 1 746 74.1 1731 42.1-, open joint, steep dip 45.3' to 45.6'\45.7' to 45.91)hard, dark gray/49.2' to 49.7'1 hornblende gneiss, 51.4' to 51.8' medium-grained, 52.7' to 53.2' si. weathered.

57.7' to 58.21, 58.5' to 58.8'51.1', open joint, steep dip 6ý'.8O' to 61.0'> biotite-rich 61.8,' to 62.1' layers. mod.)sev. weathering 6`3.8', open joint, steep dip, mica coated to 5 63ý-63.9' l .8"4.6 +hard, dark gray"4" to' 6 7..... ' hornblende-biotit 68.- -' "to 60. 3' gneiss, med-gr.9.... to, 69. ',, s .weathered$9. 11 to 69: ,51';7:02' to 70.9', hard, dark gray, hornblende gneiss feldspar (7)porphyroblasts 71.9.' to 72.1', hard, dark gray hornblende gneiss 34 r-I1 4iE j93 I4C:5 93, 41" 65-70" 75-80 83'I-.-..Coring Terminated at 74.6'721 Subhorizontal joints.parallel to ,foliation are moderately close to close.-174 d Z %= .. ...... ..::, ........ ....2 L .... ...... ... .. .I ..... .. ... .716 SOPIUN ANO SAMPLING VI' t'S APYW 0.1555 CORE UnILL)NO MIK-I' A*TM DOtCI 3 PIENETfATION 10 THIC HUwMgC OF SLOWS OF 140 LO. HAAMIKR F'ALLING 30 IN. MK OLJIPD '10 DRtIVE 1-4 IN, I.D. SAMPLEft I F*SUNDIVTLIMS(O NA0JPLIK ~ WATKnT~ AUt.K. 14 Hnf.1 07 OCIK COME RtECOVERY

• • %.p WATIP11 TASLI1, I HR.9 TANDAMO PEKN ETRATION t4 LOPS OF OnILLING WATER RD..0 MOCKC QUALITY DYPU10NAYION

< flOCx JOINT-, 1. LOW DIP 0-200= uco. atP 30--410.STEEP~ Dip 40.-410 Page 2 of 2 TEST BORING RECORE DOMINOI No, SSF-I.I0 SN NO.SATa ShuLLtdo34 " cil9 JON N 0. Oconee Standby Shutdown Facili o '.FT.caOk f I%& 71uC fIxt MIM, ILK. '.D R IP71N ftEMAAPKS nOn 20-25_-30-Carbide Refusal at 29.6'... ." ... ..-L Moderately Hard to Hard, Light Gray, Granitic Gneiss, medium-grained NX 51 35-40 4 5 776 766 761 756ý751 7146 74.1 29.6' to 39.3'weath.- (ggn)33.0' to 34.3'41,2' to 41.9'Mod. hd. to hd, dk. gy, horn-blende-biotite gneiss, sev. to mod. sev weath 31 sev. to mod. sv.ý-43..5' to 43.9', hd, dk hornblende gneiss, porphyrobiasts feldspar(k4-3'NX 1O00 46.0l to 46.5'47.2 to 47.4'39.3' to 49.2'Med. to hd, dk gy hbn. gneiss, med-grn vsl weath, to unweath.50,j:oring Terminated at 49.2'Subhorizontal joints parallel to.foliation are close from 29.6'to 39.3', moderately close to wide from 39.3' to 49.21.55-60 SORIUNG AND SAMPLINCOIi ELTE ARTWI D.1104 CORE Oll1LLING MILTS AS1IA Dý1111 PENETRATION Is THE NUMBER 07' SLOWS Of 40O L0. HAMMER FALL'NG 30 IN. ACQUIRED TO CAIVIE 1IA ?N. I.D CAMPJLICR I FT.UNDItT¶JVR(DC %A"PLZ Y~'~iflt TARLC, tA MR~.30 7, ocx COAX 11&CO'VIY -,.C31 WATER TAOLI, I R.NSTANDARD I[N ITRA-riom LORE1 OF OflILLINO WATERP 736 Page 1 of 1 TEST BORING RECORE<I rkOC'< JOINTi L.=Low DIP o-3o0 WEMD. otr 30.-60.SSF-2 OXY1 DA)LL90 3/23/79 jog NO. Oconee Standby Shutdown Facili1 R.O.D. Roc'( QUALITY DPSIONC)AVIIOCH iupDPE-0 S= Dip IO'-I0" FPT.% b TI'dt DeACrip't REMAAKS 35-140 -45 _50.-r ~Carbide Refusal at 39.2'761 756 4-Hard to Very Hard, Licht Gray, Granitic Gnetss, medium-grained 99 39.2' to 44.1', (ggn)44.4' to 41.7)42.2' to 42.6'43.8' to 44.0'Med to hd, dk gy hornblende gneis-s mod sev to sev weath vsl.weath to unweath (ggn)sl to vsl weath. ___85 75l :44.-.11 to 67.4', NX 995 746 736.51 .'54.4'61.7'62.7'64.5'65.8'to to to to to to 51.4' )hd, dk gy hbn 55.7'; gneiss, med-gr, 61.8". sl to vsl weath 63,11 64.9'66.5'81 39 78 67, 60-70__75 Ix1 87.173)Subhorizontal joints are parallel to foliation, moderatel close to close spacing.Coring Terminated at 67.4'726-.-- ~bORING AND MA04PLING VIE~T* A11TM D,11164 CO',r DOlILLINO M1ICT$ ARTM. D.ZI113 IPCHETftA7ION 10 THE HUMMSIFA Or SLOWE Or7A 10 .14, HAMME~R FALLINO 40 IN. ftrI.UIIEO TO DRIVEI 1-4 IN. 1.D. £AMPLKA I 1.ý= -.111 -uA"FK =-_ATffn TAIPLIK. ZA MR.5017 ROCK CoRI RCCOV91'1 -,.1WA.TK! TASIIK. IHR H .TiNOARtO Px:NKTRATION -4 1_011 Oil DFILLINO WATER ~R.OD. MIOCK QUALITY OV.6IONATION .721-Page 1 of I TEST BORING RECORC vOoRIO Mo. SSF-3 DATE DPILLI.D 3/29/79... ,,Oconee Standby Shutdown Fac litt 4I FlOCK JIOINT: L=LOW DIP C--20 4 l.Sr OIF- 3O'-40*I = Ugm Dir 400-0O. PrT.Cook-(D ERIC M, I P1 1 ON.37.1', mod to sl weath (ggn) 33 35.4',. hd, dk gy hbn gneiss 38.1', sey weath 68.7' , vsl weath to 71 unweath (g9n)Page I of 2 TEST BORING RECORF oII N3 NO. SSF-4 DAT, DALLC 4-6-79.Jo0 NO. oconee Standby Shutdown Facil iy Carbide Refusa.] at 3..2'Hard to Very Hard, Light Gray, 35- jGranitic Gneiss, medium-grained 756 SCllING AND GAMPLIt4O W.ICTSl A0TM D"1614 CORE DnILýLINQ MtrrI ANYM D-lftt PICSTRAT4ION 10 TNI c ULaIA1OF 07LOWI OF 140 L33. HAWACUR fALLING 30 IN, RIOiIRIEO To DRIVIE 1.4 IN. 1.0. £AMPL[-9 I .UNDISTUROWbD IIAIPLX =; WATIll TAUL K. 14 NI,.3+, oC-K CORE ACCOVKIRV 1.(_. U.WATIER TA&I-f. I 14KR.N -TANOAAO PCNF7IFATICN P4.L.OVE OF O-11II1LINO WATER ~MO.. 1CK QUALITY1 OMICICNATION 40 MOCK( JOINT L=Low DIP 0-20'= Urn. DIP 301-001= TXEP' DIP 60-110 I O~.FT)4 COR F% 6 Time~Size $JIM. CLKY.DOUCRIPl ION RIWARKS.k'o & ý I --1 1 i .... .. ...L45-50 55-60-65 -70 NLX: Ybo 756 75.1 746 42.6', biotite-rich layer 43.6' to 44.O', hd, dk gy hbn gneiss, feldspar augen (?)--43 47.9' to 48.2', bioti te-rich granitic gneiss 89 NX 100I 48.6'49.4'52.,9 55.0'56.2'58.2'59.9 63.0'to to to to to to to to 48.9' hd, dk gy hbn 49.6 -gneiss, med-or, 53.7 mod to sl weath 5-5.8'56.'41 hd: dk -gy' hbn 518 s'sI weath 6..1 '\-4153:~Jx 98:90 688. 0'Very Hard, Light Gray Granitic Gneiss, coarse-grained, peg-Jmatitic in places L 73,11 7.26-Subhorizontal joints parallel to foliation are moderately close to closely spaced.-468 Y Coring Terminated at 68.7'80-.1 fl~P2~flWE-.... ... --. .*. ..-. -- --. -- ---C ~t -S w..*VJ 4.5. .. rrlrt ~MOPINIG ANQ &AMPIUNG WILEITV APT61 0.f1*6 COAC OnIl-LIHO H ItT AVTM 0411$I-C.NETRAAION to THENt fM~tA Of WLOW6 OF 140 1-11 MAMC FALLING 30 INA. RIQUIPCED YO ORIVI Id 4TN. 1TO. ICAM.PLER I IFT.F-, UNOrTITJAECO vAt*P'i.K .WA'tnV TAMIL. 94 HR. IIOCI( JOINT;S+1, IROCK CO-Z A(COVIR t WATt TADF-K I .IR L=LOVW DIP 0-~30 111 TANDAIIO PENHIM~AtIOW .14 LOVE OF OfItILLINO WATIR = *A1to, otp1 30,-tC.R,.O. YROCK OU.LýTTV D!0ItINATIOM = 111KIi Ofr 40-00O Pag e 2 f2 'TEST BORING RECORE mOAINO NO. SSF-4 OATK ORILLIO 4-6-79 JOE NO. Oconee Standby Shutdown Facil itý DEPTH FT.giza cook$DZCIun1PT ION TIMWZ WINI. tL KY.AKMARIX~O ci 10_15 -20 " 25_30-35 40 n I ~ I r i 1796 786 781 771 766 1761 Carbide Refusal at 38.6'SHard to Very Hard, Light Gray Granitic Gneiss with biolite L rich layers, medium-grained 38.6' to 54.2', mod to sil weath (g n)38 756b Page -of 00 IN~lG AND SAMPLING WtKTS AATM 0-1SSI COAC. OnILLItNa "STY$ AATM OVI , 2 1.(NIETRAION IC TH9 MUW*SMk Of, DLOW2 OF 140 ILM. HAI4ME FALLING 50 IN. PIcOuIREO TO D:)AtV 1-4 IN. t.D. SAMPLERIFT SUNOCRTIJRS(0 WAMPLK =:VYAT1[F VAULZ. 24 MNI 50 '7 ROCK COME IIICOVEPN' ~.-ý_WATElI TAIALS. 1 HR.N STANDARD PENIETPATION .4LOS* OF DMILL.INIZ WXTEP M Pt,.0, MOCK OUALITY FOMaINATION S< nlOCK JOINT L =LOW DIP 0-30'=MCD. DIP 30O-i0=SICIEP DIP 40*-90 TEST BORING RECORE HORING NO. SSF-5 DATE DMILLED .3-3Q-29 JoN NO, Oconee Standby Shutdown Facilit ROD FT, con K%oil: WIN17. tLXY.D £.4 C IP 1:" ON-U -L1 m o 45 50 55 6o NX 77 NX 100 756 751 746 44.6' to 44.91, 48.5' to 49.o0, mod hd, dk gy to bk hbn gneiss, med-gr sf to med hd, dk ggy to gy, gneiss, sev weath 52 50.1'51.8'53.0'51 .4', 54.2'54,31 56.3'58.0'59.5 60.5'60.95 62.8'66.5'68.5'69.2'72.1'to to to 50., 9' sf' to med hd, dk 52.2'53.31. gy hbn gneiss 59.143 54 joint, steep dip, mica coated to 77.4', sl to vsl wea th, (ggn)to 54.7', coarse-gr Taniti gne is s to to to to 57.4>' Med hd to hid, dkgy hbrn gneiss, 60.4'1 -mod sev to sl 60-.6' w9 65-70-75-736ý731 726 721 to 61.4':, hd. dk gy, hbn gneiss, mned to cor-gr, feldspar (?)porphyroblasts to to to to to 66.9') hd, dk gy hbn 67.0' gneiss 69.2', hd, dk gy,,hb4X 77 gneiss, feldspar,(porphyroblastshd, dk gy hbn 72.2 1 gneiss 69 76 6-Coring Terminated at 77.4'Subhorizontal joints are widely spaced parallel to dominant foliation. L J.77--=W4Wvq^W -QM I 80 PO'RINGQ AND IIAMR0l1O Ii fCTET APr14 0.1964 CORE DnI'LLINO MfFT* ASTM D.1112 rENCIRATlON 10 THK M US11IA 0r MLOWS 01$ 140 L2. 1ANMbAC rALLINO 30 IN. MEOUIRED TO DMIV% 1-4 IN, 1.D. SAMNFLIRf I M UNDIITJIURS9 6AWPLMK :ýWATI' TADIII-, 14 HR.ROCK CO.,( RLCOvK.r TAMILK. I HR, 111TANDARO I-ENCIVATION -4 LOtV 0$ Onlt.LING WATtA~./ Ib;Page 2 of 2-<I ROCK joiNr L LOW DIP C-20-UtD, DIP 304-4n.TEST BORING RECORE PORNG O.SSF-5 IOMINO NO.DAT! ORILL(D 3-30-79 j .Oconee Standby Shutdown Facilit-R.OD. ROCK QUALITY OPSIlO NATION S[ = SyiTip .Dip ary-0QO" FT.copq 4% rIM t OIZZ MIN. CLEV.DbLIC~tIPTION REMARKS A 0 iE f% .L ý_VV-.10_15 25 ,-30...4o --796:79,1.786 781 776 Carbide Refusal at 23.0'Hard, Light Uray, banded pranitic Gneiss, medium-grained NX 81 23.0' to 29.2', sl weath (ggn)24.0', open joint, steep dip 27.8' to 28.0", med hd,dk gy hbn gneiss, mod weatr 29.2' to 36.4', sev weath granitic gneiss 36.4' to 62.5', vsl weath (ggn)23 60 766-J29.42:761 35 39.2', joint, steep dip, mica coated BflIRIO AhkP SAMPLING itKY A*TW D.13664 COAX OflhLLINQ MCIO ASTM 0.61t)v-tNtrRATION 10 THE INUkMhI Or VLOW6 OF t40 LU, HAMMER FALLING 30 IN. AEOUIPED TO 0911V9I 1. IN. I.0. LAMPLKER q;I UNDIGTUI"B(O SAMPLE -YeAYTr 1'ABLt, 14 Nm.RtOCK CORt MiCOVPIRY -%< vWAEI TAAL&. I HR N IrAOAROPIN P~tONLOII OF' OYIILLINO WATER*R.Qt2. ROCX( QUALITY~ OFW.0aNArION 756 MO0CK JOINT L=LOW 011P 0-0.4 %4W DIP 3z0~-60, 5 OTCEP DAP 60.-6*O Page I of 3 TEST BORING RECORD VORINa NO. SSF-6 DATE OWRLLED 4-11-79 Joe N- Oconee Standby Shutdown Facility "021<F7.% a "r I m E DmCnIPTION NIIIIhAAAK I 1.,.v -Ul C-I--.iu Hard to Very Hard, Light Gray Granitic Gneiss, medium-grained 751 40.95 41.6'45.21 50.7'52.0'52.5'to to to to to to 41.1 41.9'46.2'51 .3'52.2'52.7',med 'hd to hd,dk gy hbn gneiss, s, weath tl Q 0': A45 50-575-60 -65.70-NX 100 8-8~~~449 53.1' to 53.8', interlayered cr-gr ggn and hbn-bi gneiss 54.7', open joint,steel dip, mica coated NX 94 55.2' to 74 1 55.6' to 55.4'ý med hd hbn gneiss 55.7 65, 736 57.9' to 59.2', 59,7' to 60.1l 61.1' to 61.9 small scale folding of hiotit rich layers hd hbn gneiss, sev weath biotitt zone-4 59 6~. Y Moderately Hard, Light to Medium Gray, Biotite-rich Granitic Gnei medium-grained 62.5'66.7'$5, NX 95 7 3-1-68. 8'to 66.7', sev weath (ggn)to 86.3', vsl weath to unweath (ggn)to 68.2', biotite-rich layer to 70.2' hd,dk gy hbn to 74.8'1 gneiss, med-gr, to 75.6'1 sl weath 5 6 66,7'Hard to Very Hard, Light Gray, Granitic Gneiss, medium-grained 69.2'74.6'75.2'ý-169.7'2 6 76.4 , joint, steel dip, mica coated ,79.61 to 79.8', biot.ite-rich layer NX 99 7 5-721'.98'79.80 771 6:ýPage 2 of '3 SC'RING AND SAM4PLING LIKETS AA114 0-1164 CORE DInILLING I4KCTO AOTU 0.1112 PC'tTRATION IS THCd NUMSftA OF 87-OWS Or IA0 LUR. HAP4MR fALLINO 30 IN. A CQUIRED TO DAIVI IA IN. .0., SAMPLZR I!UNDISTURUID OA.4PLX ** WATIII TAGLIC. 24 Mrt.5017, ROCK Cort, AtCOVISY -%.r_ WA'rR rAISLI. I NR.<J flOCK JOINT: L=LOW DIP (>-30'N , ITANDAMD PENKTFATIONf.DI'Slt Of' OVIILLING WATtSt M =It oC IP 30'-60'TEST BORING RECORD SOSIIN NO. SSF-6 DATC DRILLCO 4-1 1-79 Joe NO. Oconee Standby Shutdown Facility R.Q.t). ROCK OUA.L.ITY DFOICINAYION S =ITEErpDP l)O- 8-S-I cr DD4 FIZZ WIN1-. f L 9.D V¢IPT ION MKM ARKIII~5 0 ! '~ -U A0 v 4v-85-Nx.00 4-.Coring Terminated at 86.3'716 711 706 701 696 80.9' to 82.9'82.4' to 83.1'84.2' to 85.185.5, to 86.3'82.,2' to 82.4', 83.,' to 84.2', 85.i' to 85.5', 97 pegmatite (quartz-feldspar-biotite) hbn gneiss small scale fold, ing of hbn gneiss and granitic gneiss interlayered hbn gneiss and granitic gneiss 86.I D0..691 110-1215'686 681 XCRORIG ANO OAM.PLINO k!KC71$ AOTW C.' L54 CORr L3VIILLING MEETS A*TW 0-1%t2 FltNXTRAfl0N 10 THE HUMIJE Oft 0BLOW@ OF (AO LU,ý HAMME4R r&{LItNG 30 IN. REOQlIRIL YO DRIVIE 1.4 IN. 1.0, tAMPLKIM I FT.UmOlITUANIID 5AIA7LXK ==WTIR TABLE. ItA HM, 307 MOCK COE,~ RECOVERY ---sWATXIq TABLE. I MRN N -TANDARD trEN'ThATION -4LOPS OF D,'1ILLtNdd WATER ~R.OJ). M~OCK OLALITNY OPFI01NATION 676 41 M~OCK .JOINT L =LOW Dir 0--30= rE0 DIP. 30-40.= 1ITIKP DIP~ 40190 Page 3 of 3 TEST BORING RECOREL QAINQ No. SSF-6 DATE D.,ILLI 4-11-79 JOB No. Oconee Standby Shutdown Facility '7.e a q W%a Y~Itilt MIN, ci.1V'0 0 L.M C V I TON I CIN Ali K 4.AQ C-I'~ mr'; -796 5 1 06 15.20 .-79 1 f 25-30. 40 _%781 776.771 Car-bide 'Refusal at 26;.2;'4.-Hard to Very Hard, Light Gray, Banded Granitic Gneiss, medium-grained 26.2' to 35.6', mod to sl weath (ggn)33.5', open joint, steep dip 36.7', joint, steep dip, mica coated-426.NX 51 36.53'3:7 .3 'to'to ,to 36.6' hd,,dk gy Ihb4n 3715";! 'gneiýss, med-g~r, 43 .: s-1 wea.th 7.761"434.36.6' to 55.2', sl to vs] weath (g9n)i 756 NORlING AND SAM.PLINGO WITS APTW 0i1904 COREC OnfLLING MICITr AOTM bO-IT13 PENETRATION If THE MIUMIIM 0F SLCW8 OW IA0 L2l. HAMlMIER FALLING 30 ON. REQUIRED TO ORIVI 1.4 IN. lb.0 SAMPLCR i Mr UNOISYTUMS(O SAMfLK-t--YAT9f TAMLX. 14 HR.R O OCK CORE RECOVERIY -%.C,s'WATtfR TAXLE. I NR.N ETANOARO PCHICTRATION -4 LOPI OF OrIILLING WATTA n.0,0, MOCK QUALITY DOVIINATION Page I of 3 RlOCK JOINT L.=Low Dip o-3o0= Ago DIP 30-60'=STEEP Dip 40-60'TEST BORING RECORD S SP-7 PORING NO. S-DATK OMILLID 4-9-79 J M, Oconee Standby Shutdown Facilit,' VT.D0Ct l i"ION .como,%FZ .4t ILEI a 0 4n RRI~AARK~40 -4 5-~NX: 69 46.6'48.3'to to 478215 48.5'NX 1100'49.2' to 50.4', 50 -4 5.5--51.3'52.9'53.8'54.7'58.567. 0'to to to to to to 51.4'53.2'54.01 54.9'58.9'67.3" Medium'Hard' Dark Gray Hornblende Gneiss, medium-to coarse-grained severely weathered 57.2'Hard to Very Hard, Light Gray, Granitic Gneiss, medium-grained 6o.8'Very Hard, Light Gray Granitic Gneiss, coarse-grained, pegmatitic in places Hard to Very Hard, Light Gray Granitic Gneiss, medium-grained qX 9r6 7 6,5 -w 70_-hd,dk gy hbn gneiss interlayered hbn. gneiss and granitic gneiss hd, dk gy hbn gneiss hd,dk'gy, hbn gneiss, feldspar(?) porphyroblasts 88 72--- +53.I 03.N1X I:00 o..0 Very Hard , Light Gray Granitic Gneiss, medium-to coarse-grained 75z5'72 NX: 77.5' to 80.8', 77 Slard to Very Hard, Dark Gray LHornblende* Gneiss, medium to!coarse -grained with interlayered Light Gray Granitic Gneiss ACIAINQ AND IA14PLINO k!IKTI AP1W 0.1904 CORI DOnILLINQ WI'CTI ANTM D0.1113 prtETRA1tON 10 tI[ MUk4ER OF %LOWd OF 140 L;1. 'HA46,41R FALLINGO 0 IN. MKQUI C0 T0 O RIV " .4 I N, ID. %AMPLKRt I rF.UNIDrITUrItO GANP1PLK -WATIln TARLI, 104 Kn.M ~OCK. CO C V Mar-o~dY --WATtR TAILK, ¶ HA.N sTANDAKO INI(TRATION .'cLOOS OFW DRILLING WATIC P.716 Page 2 of 3,< OCK JOINT L =LOW DIP o-sO,=WCO, D4to IP- 30*--,0*TEST BORING RECORE&optima No. SSF-7 DATI DMI,.LLD 4-9-79 JOB NO. Oconee Standby Shutdown Fac ity R.OD. MOCK( QUJALITY DVfflONAYION S az.Dp*~0 SI = DI. slO.--tO" FTH D0C:F h"TION cook k% 6 TIMW OUR WIN. CLIV.80-90-95 -100-Hard to Very Hard, Light GrayI i ...... H. ,:OU'., O Hard to Very Hard, Light Gray Granitic Gneiss, medium-grained 86.7'N X Very Hard, Light Gray Granitic*Gneiss, coarse-grained L 71:6 71 1:81.5' to 68l.6'L bibtite-rich .83.1' to 83.3'J layers 84,3' to 84.6, g 85.0' to 85.2 hbn gneiss 74joihts,steep 8.7".,6" coa ted dips, mica.1 -4 Coring Terminated at 89.1'Subhorizontal joints are parallel ,to dominant fpliation and moderately close to closely spaced-189.gf 1 05_II0-701 696 68'1 i: ii.i,*115-120-BORING AND SAMPLIO V KKTS A.PTW 0.1064 COf4C OPTILI.INQ WtI-TI A&TIM D.1131 PENKIMATION 16 THr. NUMSlKM Or BLOW4 OF 140 LID. HAMPMIR FALLING 30 IN. RrGU6REO YO DRIVI 1-4 IN. I,0. BAMPLMIR FT.P;.4UNDISTVA290 VAMPLX7 -WATrI1 TAOLC. 1A Mnf.1 $17 ROCIC CORI RICOVINY -%,C" WATKR TAXLI. M R.N STANDARD PtNKT RATION .4L09141 OF' DnLLINO WATIER R,10D. ROCX OUALITY 001.IDN0ATION 676 Page 3 of 3 ,41 nOCK .iOINTi, L=LOW DIP C-20'=Mgoý Dil- 30-4O'= STIEVP DIP 11O-00 TEST BORING RECORDNO SSF-7 OATIK DRIILL .. 4-9-79"o. NO. Oconee Standby Shutdown Facilit, 7.T.COpt K% & IW 0111 WdIN. ELKY.~oD Th D LMnflPTION RKMAAK8:n 5--2:0--I ..796 It 786 78 1 776 771 766 7M-]25-30-35..-Car-bide Refusal at 25-11 II I I 'Hard, Light Gray, Banded Granitic Gneiss, medium-grained NX 83 25.1'.27.1'27.5'27.7'32. 0'32.8'34,1'to 39.3", mod to sl (99n)wea th 36 to to to to to to 27"3'27.6'2 ' sf to mod hd, dk 32.1 gy hbn gneiss, 334, sev weath 334.'---12 5 NX 62 39.3' to 39.5 mod to.mod hd, 40.2' to 40.4' dk gy hbn gneiss,.: 1 sI weath SORlING AND SAM PLING W.IZKTI A*TM 0.1554 COREC 011ILLINO WE"$S ANY" 0-111D PEtWTAATION 10 TI4E NUMIKSA OP1 *LOW& OF 140 LV. NdNMrP frAL.LINO 30 IN. MIRKUIREO TO OAIV~f I.4 IN. I.D. GAMPLKUl I IT, 1JNDIRTURISFI 9AhdPLX _WA¶KR TABLE, 24 HNI.I5017 'o. SOCX. COttopy -LOSY%.-..*WATER TAXLK. I V4R.N .STANDARD rrVKTRAYIOH _;OS 1_1,11O DIIILLINO WATIR ROQD. RIOCKC OtALITY DFOICaNATION 756*< nO001 .JOIUc L =LOW DIP 0-30'A= WED.~ DIP 30-401=STEEKP DIP 116-tDw Page I of 2 TEST BORING RECORE ,OMNQ NO. SSF-7A OATS ORILLXO Joe No, Oconee Standby Shutdown Facilit OW171 FT.coo K% & TIM9 PIZIC WNH tLKY.D "1-ION 1lIMAPRKIO L -'4U~ u 1 40.8'43.3'46. 1'to to to 41 .0 43.6 47 .0 mod hd, dk gy gneiss, sl to weath h br moc.NX 00o 45ý50~-:NX 100 5.s-:.6r -657 70ý....N:X 94, Very Hard, Light Gray, Granitic Gneiss, coarse-grained, pegmatite in places (qtz-feld-bi) .66..3'48.2' to 48.4', biotite-rich layer 49.7' to 50.0', hbn gneiss 52.3', joints, steep dip, mica coated.51.5' to 51.6', hbn gneiss 53.0 to 53.7, hbn-bi gneiss At 53.0' the hbn gneiss layers is ofset 1/4 along a steeply dipping plane with several associated subparallel planes.The foliation is kinked or distorted between these planesý54.5' to 54.9', biotite-rich layer, mod weath 55.7' to 56.3' mod hd, dk gy hbi 56.6' to 57.4' gneiss, sev to s! weath 65.3' to 65.6', med-gr granitic gneiss 66.4' to 66.5' coarse-gr biotit 69.5' to 70.2' rich zone, dis-rupted foliation Subhorizontal joints are parallel to foliation and are. moderately close to closely spaced.93), K95;82:-453 49 63 Very Hard, Light Gray, Banded Granitic Gneiss, medium-grained NX 96 81.4-Coring Terminated at 71.9'80-,.v ~ --716 Page 2 of 2 50'pING AND SAMpLING MIETSK¶ A*P1W P-11114 C0'Ir rtIILLING MCKTB AAPYM D-1*i I PfNtTRATION 10 THI HUU*IR 07 ZLOW4 0F '40 L2. RAUMCP rALLINO 10 IN. PICOUIFIED TO DKIVE 14 IN. [.0. CAMP-LICK I .UNDIGIJ01111CO GAJ1L1 'WATIC TAPLK. 14 RP.so) 1 ,0RCK CO_),P ),Xr0VICR -%< WATICA TANLI.I X N -sANOAIRO IENXTPtAYION LOP6 0F OTIILL.INO WATRA IM Q,0D. ROCK QUALI.TY DrSIONAYrI0N S<I nOCK( JOIN4T: L=LOW DIP' 0-30'= "tdo. oir 30*-60= STXKP- DIP 60'-*C TEST BORING RECORC NORINIG No. 5Ff11K DATW DKILL2D 5-14-78 Joe No, Oconee Standby Shutdown Facil it FT.0" Y% I PT IO N C 0"%,.% 6Tm 9(21 WIN. TL.KV ItIMAMAKI .4Li,--45 50 55_60 Carbide Refusal at 43.8'Hard, Light GrayfGranitic Uneiss, medium-grained NX 90 43.8' to 63.8', vsl weath (ggn)45,4', open joint, steel dip 46.4' to 46.7', mod hd, dk gy hbn gneiss.47.6', open joint, steep dip 47,8', fin-gr quartz vein 40.8' to 49.4', hd,. dk gy,'hbn gneiss, feeldsparý('?) po~rphy robl ast s 51.4' to 52.3', hbnh gnei.sS 52..8' to 52.9"bioti.te-ri' rch laye e 54.9' to 55.0'J sev -Weaýth?7 43, 61 56.4'58.3'to 57.9', sev weath (ggn)to 58.4, bi-hbn rich layer NX 81 61.0' to 63.1', med hd to hd, dk gy hbn gneiss, sev weath from 61.0' to 61.3'f 65 70 75_80 67.6'68,6'70.7'71,2'to to to to 67.,8, '68.7'( bi-hbn rich 70.8' layers 71.41);3 NX 1.00 74.,0 to 74 7.1 80.0.' to 80.1', small scale folding of biotite-rich layers bi-hbn rich layer, steep dip 72.5'Very Hard, Light Gray Granitic Gneiss, coarse-grained, pegmati-tic in places, foliation not very distinct Coring Terminated at 80,6'_--- 100 NX 93 Subhorizontal joints parallel to foliation are moderately close to closely spaced.86 30.I.. 1W MOInHO AND @AMPtJ wt.t~v APTU 0.1004 coneI oniLLING MECT5 AdyM 0.11,;PENETPIATCON 19TIE4 NUMBIM Or IPLOW6 Or IAO 1.3. VNA"MMEF fALLtNG2 30 IN. REKQUIREDO TO OIRIV5 I.4 IN. 1.0, CAMPI..KA I PT.UjNDIETURSUE 6A1JPLt- WYAT11M TABLX. 24 MR.'1ROCK CORt 1AICOVI(AY -....ýWA~tMF TAALK. I MR.N BANO.'.D rEVNETPATION 14Q LOIIS6 OF' OIILLING WATIM Page I of I " TEST BORING RECORD OMINa No0. SSF-8-0 flOCK JOlMT: L =Low Dip c-so0 M = hICo. 010 30'-60.OATS ORILLID 4/17/79 jog NO. Oconee Standby Shutdown Facility ROD.E. RtOCK QUALITY DraiONATIoNS 7K DI i'-O 3i = rDir so'-s-@D a H PT.% & TIWIC SIZE WIN,11 C LKV, bmsLrC IllIow 0E AP KG R 00 ,f..I 10 Hard, Ligh-t Gray, Banded Granitic"AGeniss, medium-grained 20 25 30 35, 40 j, sopikQ AND SAI4PLIIJO M11KIE xflTM 0.1ses CORE oflILLING WErVT ARTIA 04I111 PEItYMA71ON IG IM( NUL4StA 0f 9LOW* OF 140 LM. HAMIERA VALLING 30 IN. MKOUIRED To DAIVr 1- 141 IN .P. CAMPLER I PrT.UMorsruptwro GAWPLT -'=VVATE1I TADLE. 14 HFR.5+1 ROCK COME RECOVERY Y AE AALE. 1 HR.N -STANDARD rINETRATION I 'LOftb OF OrIILLING WATIR R.O.D. ROCK OUALITY 111.1IMMAYION 756< nOCK JOINT L =LOW DIP O--)0'-4 = I iro. DIP y0-4-l SIT09p. DIP 500--mo Page I of 1 TEST BORING RECORLC soRtiNO NO S-DATC DMILLXD .4/13/79 Joe NO. Oconee Standby Shutdown Facdll t}}