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{{#Wiki_filter:LOG OF BORING NO. GP-1 Sheet 1 of 1 PROJECT: PROJECT NO: | {{#Wiki_filter:LOG OF BORING NO. GP-1 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 19.61 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 748.05 DATE COMPLETED: 5/5/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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 2 +/-o- >. w0 E Oz.j applies only at the location of this boring and at the time of drilling. | ||
: 0. 2 O a-O Subsurface conditions may differ at other locations and may change at this z *z o2.>- ) with the passage locationconditions of time. The data presented is a simplification of | |||
-J < actual encountered. | |||
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- >. | |||
DESCRIPTION | DESCRIPTION | ||
* DESCRIPTION ]REMARKS REA K | |||
*A* * | |||
:.Uz) | |||
Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 7431.05 5- | |||
!L Orange brown micaceous SILT; saprolite Brown micaceous fine to medium SAND; saprolite 4 2.65 7381.05 10-Orange brown micaceous SILT; saprolite Brown micaceous SILT; saprolite 4 2.6 Orange brown micaceous SILT; saprolite 7333.05 15-Y 4 2.5 7281.05 20-4 2.8 Brown micaceous SILT; saprolite 72ý3.05 25-4 4 2 2 2 | |||
.05 30 Boring Terminated at 30 feet | |||
'U 0) | |||
NOTES: | |||
LOG OF BORING GP-1 L | |||
ENGINEERING - TESTING Sheet 1 of I ENVIRONMENTAL SERVICES | |||
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 19.61 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'32.89' DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'47.36" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 750.87 DATE COMPLETED: 5/5/08 DATUM: MSL LOGGED BY: S. Dacus STRATA WLL -r 0z i- z DESCRIPTION DETAILS WELL CONSTRUCTION DETAILS | |||
_______ >- wD aCO __ __ _0 jW LU H 0.00 1 GS 748.05 PROTECTIVE CASING Diameter: | |||
Type: | |||
Interval: | |||
Drilling location had been vacuum RISER CASING excavated to a depth of 8 feet below ground -5 Diameter: 0.75 inch surface Type: PVC Interval: 2.82 ft ALS to 15 ft BLS Orange brown GROUT micaceous SILT; Type: Granular Bentonite saprolite 10 Brown micaceoug fine Interval: GS to 13 ft to medium SAND, saprolite Orange brown 13.001 BS 735.05 SEAL micaceous SILT; Type: | |||
15.00] TSC 733.05 Interval: | |||
FILTERPACK Type: #1 Sand Interval: 13ftto3Oft SCREEN Brown micaceous SILT; saprolite Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15ftto3Oft LEGEND a FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG 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 | |||
$68itfmE Boring Number: GP-1 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 18.26 ft BLS PROJECT LOCATION: Seneca, South Carolina DATE COMPLETED: 5/5/08 GROUND SURFACE ELEVATION: 747.56 S&ME DATUM: MSL DRILLING CONTRACTOR: | |||
WEATHER: Sunny DRILLER: A. Jennings DRILLING METHOD: Direct-Push LOGGED BY: S. Dacus SAMPLING METHOD: Macro-Core n* -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 0-* 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. | |||
:a_ | |||
0 w _ _ _ __ _ _ _ _ _ __ | |||
R __ | |||
K | |||
__ _ __ _ DESCRIPTIONRE A K | |||
-+---+/- F I 747.56 U Drilling location had been vacuum excavated to a depth of 8 feet | |||
.742.56 below ground surface | |||
-1.-I~ t ~1 Brown micaceous silty fine to medium SAND, saprolite 4 4 -737.56 - 1 1 . 1 Orange brown micaceous SILT; saprolite | |||
-F-F I t~I 'I t t t I 4 2.9 | |||
SOIL TEST BORING FIELD REPORT STARTING TIME____________________ | 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 | JOB NO,._____--GROUND ,SURFACE ELEVi" . . | ||
JOB NAMEACI--i,4; 5 i1- *(*j& HR,RS.DRIL NG HRS. MOVING DATE-S r* WEATHER 7ZI1k#SPECTdR ~ | |||
ZU-eO0RING NO._ | |||
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__ GROUND.SURfACE ELEV. Aj(.A JOB8NAME e.14 HRS. DRLU.,HRS. | '" :j4 5 " ., ,_ | ||
MOVING 7 DATE- -E SPE CTOR_-.R N 0ýý | 14 | ||
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-' ' .METHOD OF ADVANCINGBORING DEPTH BORING REFUSAL.. | 0 I- el 7 2 C3. | ||
PQWER-UGER TO WATER TOB DEPTH- ._ HAND;C-HOP: | 0 2 N | ||
ViMUD:.W.£WNATZR TO WATER 24 HR: DEPTH- ' / T' ROTARY DRIL4.:-WiMtlo: | -- v ) | ||
W/tJAT.ER | -LU z wo zo | ||
.04/4I?WATER LOSSES . | - --- 7-i5 -IL | ||
I I I I i 25630 (5-23-80)FORM, R-27A REVISION* | -~-- - - + - I BORING TERMINATED - .. `51 . ' . .. - .. METHOD OF, ADVANCING OIN BORING BO N DEPT DEPT'H BORING REFUSAL-..... /;" .. POWER A,. R TO WATERTTOB DEPTH ' AU DTWR"ER -,Afrft" WATER 24 HR: DEPTH 8-4 . ROTARY DRILL:-W#". WPVy TO WATER LOSSES " ""*-4 "- ' Z ,' O- ,- | ||
JOB Nto GROUND SUR'FACE ELEV. l2t t-d4L...JOB NAM0: MRS. MOVING- | CASING S --LENtTH /0, O'.o " AMD*QRE ;? oi | ||
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W,,.U. WVMR To WATER 24 HR: DEPTH e, | I JOB6 No.___________ __ GROUND.SURfACE ELEV. Aj(.A JOB8NAME e.14 HRS. DRLU.,HRS. MOVING 7 DATE- - E SPE CTOR_-.R ' N6 N 0ýý : | ||
TO WATER LOSSES, DIAND.#, T CASING SIZE 'LENGTH, DAQ-G-GOE TO 25630 (5-23-80)I FORM M427A REVISION 2 | * SAMPLING IS " _N__ | ||
SOIL TEST BORING FIELD REPORT STARTING TIME JOB NO,, GRUNDSURFACf. | *R6" ISCA r | ||
E[EV..JOB6NAM:,n:J(,t I, HRS. DRILLING | LE UD ISO I ~~, ~ | ||
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7 BORING TERMINATED-__ | i' <-r~d17 1;A .. | ||
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TO WATER 24 HR: DEPTH 0 1 -, , I | - I | ||
25630.(5-23-80) 1, FORM W27A, REVISION 2 25630' ' ""-8~ FOR M,27 I REVISIO 2,__'* | --- ,15, __ | ||
",W'r | -t - 1*- _ __._ I00 _ ' Z | ||
63 SAMPLING' CL IWi mmA. ITS SDAIII.A | -TP7, t.7 ' 1. r.) 45ý-c j'. iD pultA flva tj cý A/I/ se Z), | ||
METHOD OF.ADVANCN.G ORiNG DEPTH | iZ~~A&)J qlvr1 j~S | ||
25630, (&-23.80)1, FORM M-27A 1! REVISION 1 | , r A-- I.n: i . A/ : -l, I ( ,) | ||
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SAMPLING CL 1~ | p:,.,*I O/a5' " | ||
£ 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,,-,. | . . -Flr$*AV _____,..,_,.___._,_ | ||
26630 (5-23-80)I FORM M-27A I REVISION 2'DUKE POWER COMPANY .PAGE .. OF CONSTRUCTIJON DEPARTMENT PROJECT C.j,.,,--... | *J ,.,___... ____ .. - u a. | ||
SOIL TEST BORING FIELD REPORT STARTING TIME I JOB NO. GROUND SUIRFACE ELEV.Aw ,y6A .JOB NAME ",'. | __. ,. . ... ,) ,p ./ . ,/. '1 . .. / . "f*.-( | ||
-.../HRS. DRALLING HRS. MOVING DATE, le WEATHER C/l^,r/Z.I. | . ,.,. ;AJ:f / | ||
INSPECTOR-BORING NO. -4l SCALE UD SOIL CLASSIFICATION AND REMARKS V ND A" JRD V* ,,,,n gý- R: Kaij4aas., :,g.AP Ptot | -Y ' -:J)~.,., .,. | ||
FORM M-26C REVISION 2 v DUKE POWER COMPANY CONSTRUCTION DEPARTMENT Atcje. *r | " uJ. | ||
MOVING '-DATE4 6. 'TE~/.~ CO4ISETR d~~C BORING NO -: 5ý--J/SAMPLING....." -.. .S | + | ||
-a II if- | |||
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* BORING TERMINATED*_ -'Ž ' . METHOD OF ADVANCINGBORING DEPTH BORING REFUSAL.. PQWER-UGER TO WATER TOB DEPTH- ._ HAND;C-HOP: ViMUD:.W.£WNATZR TO t | |||
WATER 24 HR: DEPTH- ' / T' ROTARY DRIL4.:-WiMtlo: W/tJAT.ER .04/4I? | |||
WATER LOSSES . .4- 1 _ DIAMOND CPF CASING SIZE. AZ I/AI LENGTH__.-It,, aI, ' -MU I ; 0: | |||
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I I I I i 25630 (5-23-80) - . | |||
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-.TO | " " | ||
_, DIAMOND CORE TO Form 25630 (R3-87)IFORM M-26C REVISION 2 DUKE POWER COMPANY .. | * I*PAAF I fnF I .. | ||
Eor'" | DUKE POWER COMPANY CONSTRUCTWN DEPARTMENT PROJECT .cav, LL-SOIL TEST BORING FIELD REPORT STARTING TIME:_____________ | ||
.~.... GROUND SURFACE ELEV. " Z.JOB NAME | JOB Nto GROUND SUR'FACE ELEV. l2t t-d4L... | ||
'W HRS. MOVING -, WL-A DATE _A' ) -"d | JOB NAM0: MRS. MOVING-DATE*WLAfu1 ... COR i,. ... BORING NO.&2ZL SAMPLING I | ||
', | * SCALJE UD SOIL CLASSIFICATION AND REMARKS Ic 05 K-- A 7~ | ||
- 0 Qz I5 Z-1 za Ll. | |||
Formn 25630 (R3-87)[ FO'RM M--26C I REVISION 2 DUKE POWER COMPANY | T- | ||
_______________ | / | ||
GROUND SURFACE ELEV. -- __' | BORI NGTERMINATED - METHOD OF.ADVANCING BORING - DEPTH 9O RI NG R, FUS Ai Z~ POWER AjJG R ow WATER TO*D 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 | ||
No.Q; | |||
i A)'Me-4NSPECTOR d-ý"OR!NGN. | 25630 (5-23-80) I FORM M427A REVISION 2 DUKE POWER COMPANY CONSTRUCTJ)N DEPARTMENT I PAGE 1 or"' L PROJECT-LJco,/4-4,. | ||
.:SAMPLING | SOIL TEST BORING FIELD REPORT STARTING TIME JOB NO,, GRUNDSURFACf. E[EV.. | ||
JOB6NAM:,n:J(,t I, HRS. DRILLING 4 HRS., MOVING _ . Z DATE -/' f4* WEATjER. C:a4l;d/ INSPECTORL*L. "" .* BORING NO.."B-. | |||
'SAMPLING E UD SOIL CLASSIFICATION AND REMARKS | |||
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BOTERINOB DEPTH;l 6,4* -_ . ... POWER AUGER ,TO..O WATER TOO DEPTH L HAND CHOP: W/MUD: W/WATER TO WATER 24oHR:SE D EPTH PROTARY DRILL: W/MUO: W/WATER TO WATER LOS1SES L 3 DIAMOND CORE CASING SIZE-62 LENGTW 49 . . , TO | |||
I FORM M-27A REVIS.ION2 2L630 1PA80)EV 2 DUKE POWER COMPANY IPAGILJLOF...2-CONSTRUCTION DEPARTME1NT PROJECT LeA-k-fA--wa | |||
* SOIL TEST BORING FIELD REPORT STARTING TIME :- | |||
JOB NO. GROUN F:C e.v. t JOBNA V~M4 plLk 4j HIRS. MOVING DATE =''f# WEA E INSP EC TOR B0OR ING NO. .. | |||
SAMPLING U t .UD SOIL CLASSIFICATION AND REMARKS l | |||
m l. | |||
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.&-~ s~5 Z`5_______ | |||
7 BORING TERMINATED-__ 2_________ 7 _ METHOD OF ADVANCING BORING OEPTH BORIG ~~* RF"~ ~PGWEtJ6! TO WATER 24 HR: DEPTH 0 1 -, , I j~o- R~. *DRL: W*%:W -ATE o'oO 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. At1JR GROUND SURFACE EJyVit . Rf JOSNM MRS D DATE' le- 66- 'WEATMhER!16 LgftpECTOR- | |||
",W'r dZ'oRiNN. | |||
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190 OL0 5-lk eA 'q"kf~I | |||
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'p IL 09 1~e%Al. eV BORING.TERMI. METHOD OF.ADVANCN.G ORiNG DEPTH | |||
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WATER TOB DEPTH WATER24HR MDEPTH I$O "D: / WIAr, TO WATER LOSSES - 07W/,eMWI.ds CASING.SIZE .LENGTHG. T.** | |||
25630, (&-23.80) 1, FORM M-27A 1! REVISION 1 II FORM -7II REI SIO 2~ilJl 2530 Ij Ill380 | |||
...... 1 PAGE F DUKE POWER COMPANY CONSTRUCTION DEPARTMENT I ,GL, - | |||
PROJECT 2!jC_.,**oý . | |||
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 1~72tdf A A" SCALEA uD, SOIL CLASSIFICATION AND REMARKS | |||
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______ ______lam.:i l+ | |||
BORINGTERMINATEDn £ B Z-1 METHOD . OF | |||
'ADVANCING BORING DEPTH BORING REFUSAL Aezg, W-'/A A r-de, POWER AUER TO WATER.TOB DEPTH 3o0.3,. / - A7 -61,5 HAI`ee6ioPf Wi'MtD: WtIVER TO WATER 24 HR; DEPTH z-- 9, &/ /0 ,--*-6 ROTARY DRILL: WMUO: W/WATEB WAT*R LOssES ,dd,,-,. | |||
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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 -5t*- 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 | |||
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METHOD OF ADVANCINGBORING DEPTH BORINGTERMINATED BORING BORING ... | |||
REFUSAL WATER TOO DEPTH 16 a o. -".3 3 :-.3* - /W-O4 -eo--4-:"vm&-" H~i~*: | |||
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* WM4 I TO TO WATER 24 HR: DEPTH - ro 'o qDTAay OR I lip WayJim mTOl,"i 0 WATER LOSSES AlOA'4._ | |||
,CASING SIzEtz AIM LENGTH- ,,iMiiT | |||
IFORM M-26C IREVISION 2 Form 2563*D (R..3-87), | |||
For-rn2S630(R3-87) FORM M-26C REVISION 2 I PAGELOF v | |||
DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECTO-CjD-*' Atcje.*r 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 | |||
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CASINGSIZE -1AI LENGTH -*'*'*?* | |||
ROTARY DRIL WV, D: W/WATER DtAN E r .,&"TOVý TO 57 | |||
Form 25630 (R3.87) . IEO RM 9M-26C IREVISION 2 Form 25630 (R3.87~ FORM M-26C REVISION 2 jPAGEZ-_OF ' | |||
DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECT n re,,e_*-. K,.\e,*( 6+4 SOIL TEST BORING FIELD REPORT STARTING TIME .... I fl,30 | |||
.JOBNO. GROUND SURFACE ELEV.__ 3 JOB NAMEAI*A ,t4" M*,i-' #..",'- -7 HRS. DRILLING _f.6/VZ-HRS. MOVING 4 | |||
-DATE --- "$ 8 -- WEATHER e'6' Jf INSPECTOR *d _/L BORING NO, SAMPLING SCAL fE UD SOIL CLASSIFICATION AND REMARKS | |||
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DEPTH - i-tV A - P.,*A.... -. -TO TO | |||
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WATER LOSSES "O, ' | |||
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'"544- 1 IN, PROJECTjýý_s- oA szc-5444 _ | |||
$s Locj'ccl .o %,.u4i 1Fýr1r) i{ | |||
SOIL TEST BORING FIELD REPORT STARTING TIME _ ___- | |||
JOrBNO,________ .~.... GROUND SURFACE ELEV. " *' Z. | |||
4 JOB NAME R'Aack(-bV*s -6:15 IA1,*114_*- .SDRILLING 'W HRS. MOVING -,WL-A DATE _A' 9) -"d WEATHER*j k( t_.)c' INSPECTOR , , '/ BORING NO, ,09 SAMPLING UDI CALLE SOIL CLASSIFICATION AND REMARKS SGST' N6" 3R0,6 0 | |||
_I | |||
* ~ - i'-'~' V) z 0 | |||
0 z i. | |||
-o ,. | |||
U', | |||
,-9. | |||
o' In 5 | |||
*- Iil6C~ | |||
&J 7 | |||
)'0 zod, I* I IL 0 | |||
:l- | |||
- _#/- . . *... ., . ,* z./... | |||
V) 6V;o | |||
-7.z**"' -* i* I z M | |||
-0 + | |||
* ZOO z35, I | |||
*, * ... *./*.* | |||
8, - >,'*,*..:*,' , *:.,* - 7.. . u.. | |||
394,C ' / - /~ I I | |||
BORING TERMINATED '*, METHOD OF ADVANCING BORING DEPTH:. | |||
BORING REFUSA' . -1 *,; GE, -- TO WATERTOB WATER 24 HR:DEPTH-L DEPTH. ,.J:.'' . . . . : .. A.. C-N | |||
........ . ... ..-- ,ATRTO - 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 PAGE OF2 DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECTCLC 2cý AL Si-, | |||
SOIL TEST BORING FIELD REPORT STARTING TIME --9 JOB NO ~.......... _______________ GROUND SURFACE ELEV. -- __'___ | |||
JOB NAME*4V-*Al i C -A4&OOi__- HRS No.Q; QLLI*G -. HRS. MOVING -W-L']* | |||
_DATE /-- / WEATHERC/C~_ i A)'Me-4NSPECTOR d-ý"OR!NGN. | |||
.:SAMPLING SCALE uLI SOIL CLASSIFICATION AND REMARKS | |||
-6, I pn -3 39.,4. | |||
h L | |||
-.. U. | |||
. .... 2 2 | |||
-z C | |||
2w U | |||
7a u | |||
CL) 50 | |||
-is | |||
.t | |||
___:170 Go | |||
~. | |||
*,v. -1.---.-] I BORING TERMINATED ..... - .. METHOD OF ADVANCING BORING DEPTH BOTRI TOB DEUSL ... -H . -4v POW.-A._E .TO*__' | |||
WATER 2R DEPTH, HAN7-CHeP: W/MUD9. W,,,T' -TO , | |||
WATER 24 HR: DEPTH ROTARY DRILL: W-MUJl W/W.ATER*i, TOO6¢ / | |||
-WATER* LOSSES, *,O. "-. . - | |||
CAS ING .s ZE' ; t 2 LE ,N ,GTH _ * * . ;*. TO | |||
Form 256-30 (R3-ý87) [FOR MM-26c REVISION REVISION 2 | |||
2 Form 25630 (R3.87) FORM M-260 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 , T".S k+< . AWATOHER!"tL1C*RILN .. IPEIOA.HRS. MOVING 1'116 9 | |||
'-DATE ý-L:Al- WEATHER_________ INSPECTOR.&-ý - BORING NO. 4*Z SAMPLING, | |||
'" :" ':.... SCALLE UD. SOIL CLASSIFICATION AND REMARKS IST 6i ]*2N'-**IRD 6" 0 | |||
*~~ ~~-,%,A~4A ~I71ef4 wL PAS All; | |||
:f?-AjA;, -< | |||
_<' , - 17 f | |||
-7 - -;-20 | |||
, T, ... 7....... | |||
' ig' 07 - | |||
4e A f -.. .~ A,, . . . ... : | |||
:,-:* .,,--: ly- | |||
: : , .. ,,,,.* ,-/. : | |||
;,r l:. 5. 09o ' '6! 2. 5 | |||
-5 t' Z6 | |||
'~ :3(,,* ... . . I .~. 3 4.O. .,_ | |||
_ J - PbIA lLPth Mfe tt,~ IL~C~ | |||
1 3 G | |||
'2.3 _ | |||
~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 DEPTH..-L_.,,,*' 9 HA/*D-eH9P.w PM, .- JATER - TO WATER 24 HR: DEPTH__3 e 10 /,1;70 # 2'1Z ROTARY DRILL: W-etei: WWATER -*6; 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 PROJECT42cV:* 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.*/Žfr IoN/ECTOR Z?,"-JýBORING NO. | |||
SAMPLING SOIL CLASSIFICATION AND REMARKS SCALE UD IS 'I2NQ F 3RD 6" I JL EPA) | |||
. I L4. 13A)'. , 4:7,Zll :574AId 4 | |||
LZ~tO iKL~ /ii- rpA1.' em. J2ArJ X'/ 'TAA&i I ~ w i0, Z h+/-4S'jZ- I -j _______ | |||
9iijS | |||
-7 IE- | |||
'0 if w | |||
w.m | |||
~ A4? | |||
Or w.xO 0~ | |||
'.4 | |||
'0 ~I-.-1. I BORNGTRMNAT~ . -9 t/ - .. ~. .MET HOD OF ADVANCING BdkiNG -DEPTH, | |||
'.7-' %..fl - 8OING-R FfJS~ - Pe-LtL"'L. ITO | |||
'T: | |||
'-. IýPT' - M~9IAN-4WGOP: W~ER- '4* TO0i-2 WATER. 24..HR: DEPTH. 1' ROTARY DRILL. Wi*M: W/WATER o.6iTO.6-,i WATR ~ LSSE3~~~,DhAOeND-CORE -TO 0 CASING SIZE. 4LENGTH 6______________ | |||
3>I, 3$ | |||
irerracan GEOLOGIST LOG Page, : ;of 4 Project: Oc0iee Nuctea',statioiSSF prnojec Number, 7067007 -oll | |||
.M.. 011- -K Client,: conee Nuclear WellConstructionData Date&Stared 6 DatebCompleted: | |||
ac e. I B r e.! ' To. | |||
qOggedBy: Coordinates: | |||
.. .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 0:*8'. 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':: 1303741,*ww0. For: 8634;41-,69900. | |||
GEOLOGIST LOG irerracon Page 2 of 4 | |||
'-S | |||
)r E 0-7 E:0 D Descdpti6rn 0 I 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, someihighly weathered material, moderate water production. | |||
GNIESS, as above with'lessWeathering. | GNIESS, as above with'lessWeathering. | ||
GNIESS, black and white, 50% quartz, some weathered material, moderate;water production. | GNIESS, black and white, 50% quartz, some weathered material, moderate; water production. | ||
GNIESS, black.and white, 35-40% quartz, sflght staining due-to weathering. | GNIESS, black.and white, 35-40% quartz, sflght staining due-to weathering. | ||
Easier drilling at 51.5",hard again at 52!. | |||
GNIESS, bla*ck and' white, 50% quatzi moderate water production during drilling. | |||
Terracan 52phenone pod C61umb~a, Soulh!CAro11nn,29229 B.741-9000. IFaxc: | |||
.80ne 83-74'1-9900, | |||
GEOLOGIST LOG 1rerracon Page 3 of 4 DMW-: | |||
Z'.rr ýCEao. | |||
- Des'6iptidn | |||
ýC-471 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 Clem-.onRod.9Columbi. | |||
P521 South Caro4ina 29229 Ph.e603-71-9000. PBK: 8303'41-9900 | |||
GEOLOGIST LOG I 1lrerracon Page 4 ,of 4 DMW-1 I 'Weli L Detail 'i | |||
""."--88' 94 , | |||
p:.:*_". | |||
GEOLOGIST LOG 1irerracan Page 1 of 4 Projectb: Ocohe Nodear Station SSF Project Number: | |||
73oring/Well: | |||
73067007 l DMW,-2 DMn 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: | |||
I o. 1.1SAEDACO Driller, l R.:Miller Seal: N From - To: | |||
Method: Co | |||
.: HSA Equipment:s From' 0 VDrilling | |||
... ,,Gus Pech GP-1i100E ., From: 0- To: 4e1 Boring Depth (ft.: TO Elevation:. | |||
S1000 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 qasing/.Stl*r*! Flush.Mounled Cover , | |||
INSPECTOR: | INSPECTOR: | ||
Form 25630 (R3-87)I FORM M-26C I REVISION 2 | Form 25630 (R3-87) I FORM M-26C I REVISION 2 | ||
SAMPLING-ISTV 2NI26A 3R 6~T~z .3 | ( K) e) i:R~ 5-25~-7 _ _I__II__I L .PAGE | ||
_____,_____ | .F..L - | ||
.METHOD OF ADVANCING BORING -DEPTH BORING REFUSAL '' ...POWER AUGER " ',", 0 ."'WATER TOS DEPTH ,,./', I -TO WATER 24 HR: DEPTH. ___AND | t*r- _T,; - s t R,? v" DUKE POWER COMPANY CONSTRUCTION DEPARTMENT flpN "o* PROJECT CONMe_ | ||
... | SOIL TEST BORING FIELD REPORT STARTING TIME JOB NO, GROUND SURFACE ELE*Y______________ | ||
SDtaarted:. | 0O,NAM" HRS. DRILLING _ HRS. MOVING DATE ýA?-%3,1`X2 WeATHER INSPECTOR eýý," 6BORINGNOA/ | ||
.' 3 lb1 jt. ~GateConipered:-/9' | SAMPLING CA!LlE UD SOIL CLASSIFICATION AND REMARKS | ||
.6. El MOd notary ji] JJleteOr I " | -ISTV 2NI26A 3R 6~ 0 T~z .3 5t | ||
] Public Supply.Permit No. | .10 J | ||
Yid. 4 ` | |||
'a w | |||
.3. | |||
II 1.. 9 | |||
'Z | |||
-I V | |||
- - U iL -c W.0 1 30 I-J 4c. | |||
~U) | |||
CL. | |||
I .... A - | |||
.i0 | |||
* v BORINGTERMINATED _____,_____ . METHOD OF ADVANCING BORING -DEPTH BORING REFUSAL '' ... POWER AUGER " ',", 0 ." | |||
'WATER TOS DEPTH ,,./', I -TO WATER 24 HR: DEPTH. ___AND | |||
" " ~~~ROTAIW | |||
... Y,..811FLL. | |||
..... . W *Yuu. W | |||
........ N R0, -:TO | |||
- TO WATER LOSSES Al*,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 so I " ... El D ug El Air Rotary [] Driven..- cable tool [LO~ p~er" . | |||
Street address & City of Well Location Sketch Map: (See example on back) Do mrrestir ] Public Supply.Permit No. | |||
* Qinrtr~r.try | * Qinrtr~r.try | ||
[] Irrigatiorn MA-I [,:Air Conditioning nIMImn~%ý11rý ~ | |||
8.CASrNG. [ahreaded [] Welded ZI Diat. 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: _ | |||
: 2. CUTTING SAMPLES Er-lNo. | |||
Geophysical Logs D Yes JI'lcasc enclose) 1 N 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 t0o..,, .11. -ti Po~ oeo0 Of ft. below lafld surface after 24 hours | |||
: 11. PUMPING LEVEL Below LandSurface '. | |||
__*_,_1_-- 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 1.4.1 T-' acI Installed from C it, to Is coefe nt | |||
____It . | |||
Etlectlve tize ........ k.- uniformrity coefficient .C 3 r/ 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. . 4__..A-_*volts A,1kLength 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: C-o*- tC'Jc\c S-, | |||
locking cap security plug ., I ýwell stickup 2* | |||
concrete collar-> | |||
protective well | |||
<- depth of seal 5.O D depth of gravel pack-> of seal 6"o-- | |||
of screen ZL Sc depth of well. of screen / F-0 threaded cap depth of gravel pack-> <----depth of boring /&.y DATE INSTALLED: DUKE POWER COMPANY MONITORING WELL INSPECTOR: C A Medlin GEOTECHNICAL CENTER NUMBER:- -' | |||
Form 26630 iR3-871 I fORM M-26C REVISION 2 111111I R III IR-7~F II-I6 REV... ISION 2 IIIIII 25630i rh""ir(5 ! D"rwes ,,..eý',, WUKE POWER COMPANY A GE- 10OFil CONSTRUCTION DEPARTMENT | |||
,,4/A 80*5" PROJECT SOIL TEST BORING FIELD REPORT 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 SCALE UP SOIL CLASSIFICATION AND REMARKS i1T -o I a I IRO 6 iLu | |||
-In | |||
~4. | |||
A~rA4/,~- | |||
'',u 8.z3- 1 Z2~ | |||
AMCJ | |||
-0 itII. Z cc | |||
-4 4 35 | |||
- + 4 ~ - 4, . .... . | |||
I 4-IYU AI~. | |||
-4 -4 - | |||
BORING TERMINATED METHOD OF ADVANCING BORING DEPTH1 BORING REFUSAL - POWER AUGER I WATER LTOBDEPTH .- 71.6 ASSNWND:W~AE TO-WATER 24 HR: DEPTH OTW--aM-VLt:t- TO--- | |||
SING LOSSES CATER ". S | |||
.CASING SIfZE .,; ~ .q LENGT | |||
.. ... .. ..... ....... E | |||
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. WELL DEPTH (Completed) wlale CDalle c d, V -,4r ft. Completoed: | |||
_ato l - o e 116. [ Mut Rotary . [] Jotted 71Bored LI] Du | |||
[3 Air Rotary [] Driven [Cable tool &110; Street address & City of Well Location Sketch Map: (See example on back) | |||
I7-.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; *}Threaded [3 Welded . | |||
~~rrt H.1eight: 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:.; | |||
: 2. CUTTINO SAMPLES Tyoet IDiary GohsclLogs I Yes (Please enclose) | |||
Set Betwoee Slot/Gauze 1)10 It. and- . 7 Length .s; | |||
: t. NOTE:'MULTIPLE SCREENS ftnd | |||
_ f__.__USE SECOND SHEET Sieve Analysi lSes enclose) []No | |||
: 10. STAT1C WATER LEVEL 3- 7'* 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 | |||
/2- 12. WATER QUALITY SIN1 Chemical Analysi5 [3yetsNo Bacterial Analysis [Qyaec&NO Please Enclose Lab Results. | |||
: 13. ARTIFICIAL FILTER (Gravel Pack) [A6s r-}No," | |||
Installprd from -- tt. to f---J-.. I . tt.I0 Effective size . , uniformity coefficient Q 13 14.WELLGROUTE9S CE]etslNo Neat Cement E3-- Send Cement [J Concrete C] Other [] | |||
Depth From 11 I -1so f't. | |||
: 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:-t . Fset -NIA-.Diretin | |||
/Ad'A. -- Type Woll disinlectod El Yes Type "uponcomplolloni. Amount ) _ | |||
: 16. PUMP: Date Installed . ainsted Mll. nre / .modolino.. M 9 | |||
,,.P,__/fr olt,_./. ,olength of drop pipe ZY,01t. capacity gpm TYPE: [FSubrersible [3 Jet (shallow) C3 Turbine Ii M I.,e rer I R-;_-_- - F1 r -"inrrrilr I Indicate water bearing zones" (use A 2nd sheet if .o_..," | |||
&.*ý.ýtlkkNOV-%-,-,ý,ý-ý11--ý,ýýýoýa,ýll-ý:ýk"Oý,ýýFi!llýý,kýM- | |||
.. .. .(0 86 ... .. | |||
..... yY | |||
.l IE .. 1MAL | |||
... RnMV7K11='W11' | |||
. O . C....... .. M.N..... ýyiH. 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 well s stickup Z,"_' " | |||
concrete collar-> | |||
protective well casii | |||
<-- -depth of seal sea4 4%--' depth of gravel pack-> <- depth of seal | |||
------depth of screen 7, 0 screel | |||
------depth of screen | |||
*,-, depth of gravel pack -> <----depth of boring DATE INSTALLED: 9 DUKE POWER COMPANY MONITORING WELL INSPECTOR: C A Medlin GEOTECHNICAL CENTER NUMBER: __-__ | |||
Form 25630 (R3.87) I FORM M-26C I REVISION 2 | |||
_______ 3ST6~ ~t1Q.j 1R06" SCM J> Z;Jý -36 ; Z5- Z "=F COMPANY DUKE POWER L5SAGE ' OFFL, r.NSTRUCTION DEPARTMENT PROJECT _C2 J e*_- | |||
SOIL TEST BORING FIELD REPORT STARTrINGTIME__________...... | |||
JOB NO. GROUND SURFACE ELEV.______ | |||
JOB NAMEC-., k IIRS. DRILLING HRS, MOVING-DATE-A4 9-6/0 9 5WEATHER | |||
.L- 1, hIrt/kA NSPECTOR "R NO r SAMPLING UD0 E | |||
L* SOIL CLASSIFICATION AND REMARKS | |||
-0 | |||
'i- ----- | |||
;i, | |||
~n2 On wmI 1 -,,- fll I ý I , W I,, | |||
* m -~ I~. I-m US Z4~ | |||
I-Kt | |||
-I__0 Ln~ | |||
a-S00 | |||
- --- 35 I1.- | |||
BORING TERMINATED , 3 "' METHOD OF ADVANCING BORING DEPTH BORING REFUSAL - POWER AUGER ap'0/.O WAT E R TO B DEP T H 3 ; P C | |||
- -,-D P;,,.*.. | |||
... T | |||
_l,, "1W-*F :.'M i RTO WATER 24 HR: DEPTH--_Tf WATERNLOSSES t ')'LE Tej -TO CASING~~~n.AehKeRE N TH4L_____________ | |||
STOLLtL | |||
Form 25630 (R11-92) I FORM M-26C ' REriS!ON 31 PAGEOF , | |||
DUKE POWER COMPANY, PROJECT ,c p.:. | |||
SOIL TEST BORING FIELD REPORT BORIN NGO*. - - STARTING TIME .4 iA JOBNO. | |||
N1_- GROUND SURFACE ELE.V. | |||
JOBNAME V yOlTe]It*-J( " L/. HRS. DRILLING _1}/. rRMOVIN624 DATE. . . WEATHER INSPECTOR/DRILLER j / - A | |||
____AfIj1NG. $CAL LE SOIL CLASSIFICATION AND REMARKS UD F- I K ~0 E ~, 5 Il t | |||
.5 4 ~4 - - | |||
BI | |||
~.in 0v a 0 y | |||
.. 4 | |||
* CS M.J | |||
:o=E~ | |||
&A. | |||
0-I-'. | |||
:111 7 | |||
V +j | |||
-4 | |||
.1~ | |||
-4, *' | |||
I BORING *ERMINATED _____________ _ METHOD OF ADVANCING BORING BORINIG RIkFUi - POWER AUGER WATER TUB DEPTH_____________ __ HAND CHOP:W/MUD:W/WATER TOr WATER 24 HR:DEPTH ROTARY DRILL:W/MUD:W/WATER TO WATERLOSSES 'DIAMOND CORE TO CASING SIZ` I | |||
-lA - LENGTH | |||
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Wait Record Distance And Direction iron ft. Dare Completed: Q.-Il% A+ | |||
. DMuj Sotiary Ej fatted El oredi (JDug C] Air Rotary ] Drier, Cable too[ | |||
Street address & City of Well Location 7. USE: | |||
Sketch Map; (See example on bacik) El Domestic [ Public Supply-Permit No. _ 0__-__ teecry El Irrigation El Air Conditioning OComeacla 8CA$SING: [ZThreaded DJ Weidedi Iif ItI 'l | |||
-t Height: A~l.u.ue/Selow 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: | |||
: 2. CUTTING SAMPLES Eljyesp No I . f Slot/Gauze I I Length GeophysicalYe (Please enclose 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 | |||
.0 "O flt. below land wurface after 24 hours | |||
: 11. PUMPING LEVEL Below Land Surface 1...: -.ft. after -- hrs. oum.rping 7 G.P.M Pumping Test: ] Yes (Please enclose) | |||
Yield | |||
: 12. WATER QUALITY EA-r- c-\G Chem lcal,AnlyVsis Please Enclose Lab Results. | |||
Q]YosI No Bacterial Anailysi, []Yes*jNo | |||
: 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. | |||
: 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:..-. F.t-_. Direction ype Well disinfecled 0 Yea Type upon completion No | |||
DEPTH DESCRIPTION Ft.' | |||
Ftev. PIET ATIO.4,1LOWS PER FT OE "TH DISCRI FT ION E}ev. FL.& !KNETRATIONBLOWS PER FT. | |||
IFT; FT. 1<0.66 Fill - Firm to Dense Gray 8rnn | |||
-Fiaetous Silty Fine to Mediu," | |||
Sand With Rock Pieces and Trace | |||
-of Coarse Sand 50.0 Fill - Firm Gray Brown hicacecous Clayey Silt~y Fine co llerfum Sand 62.0 Residual - Firm Tan Erown CIayey Silty Fine to Medium Sand Partially Weathered Rock That Sccomrs rcwr: Silty Fine to Coarse Sola Iwiin | |||
,*,r~z&F~rosnrnnts then Sanyled_ | |||
70.0 iHard RPost and Gray Very Micaceoas Fine Sandy Sil5z 72.0 DenSe Gray Brow.n rticaceois Silty F:ne to Coarse Sand. h | |||
ýof Partially ,eatheree kck , | |||
80.0 ÷ . , | |||
ba0-.6 ,.0 S-AW3/4.C .ET5 TEST SOIM0 RECORD tý.Et.MN -rý tTA-,WC*t | |||
-TV. Q04% | |||
TEST BORING RECORD COME 5M'L'NCHa Cts *0T0 A 3,; | |||
BORQ4ýNO. 30 11C.-I6N O .G.: | |||
e,!'2 ! 174 MtALLIIISI*0 H. eLOUIeAA T- CIlVE 3.4 4f I. 0, S&SRI.& I Ft rA.TE DRILLU . | |||
OATE DRILLED .' - | |||
0tC,,*OSST,~M e~s.Oh *O*MO.A | |||
-EO co ,ISTII*tt *AMPLE | |||
,. IR. WaTIt tBIt, JOB NO. | |||
JOB No. I.La 3 PAGE. 2 P, 1 )F | |||
--- *. TASIC. i T.. | |||
£AoL ',7 L.A' ENIGvE-ING !_..$ih5 .NG t. | |||
Core DEPTH, OESCR RI PT7ION DESC RIFTI ON ,Ft.* WNETRATION-BLOWS PER FT. | |||
DETHT S Ie &E eve.,Ft? PENETRATION.BLOWS PER FT. Elev. | |||
% Rac .1t .§. RQO 795.6-. | |||
a- 1 I 10 5 Q M 40 I00 | |||
, ,, " - " - 30 50 = t - | |||
Partially Weathered Rock That Becomes Gray Miceceous Silty Fine to Coarse 50 sand With Very Micacnos Zones Wher Samp ed Carbide Sit Refusal aE 85.1 Feet -705.f Hard Ligh: Gray Hire GntesS, Very 1NX I | |||
1 ?8¸, | |||
700 .( | |||
L9 695.6 ___ I 83 | |||
'so.' | |||
Coring Terninated at 99.7 Feet installed Gpen Tube Observation "eII to 99.7 Feet Or-ridLaefr a: 13-3 Feet After 24 Hours I | |||
-TI Ft C. | |||
40.0 BO~lD AN I~t*I ..METS ADST.-lL tO., CD.1,4 - -- DI .. T.03 TEST BORING RECORD .D.EDRILLING -ECTS ArST C-2113 TEST BORING RECORD SORING NO ,3 aNrDTIO. S1T.lE OFLDL.. ~144 | |||
.AES I4. ~ tRN LLE 40 ID" AIRE$0 T0 DC.VE-A IN, I, Q. t D*0PdB DRILLED DATE DATE DRILLED JOB NO. C 3,; | |||
Joe No. CH 1065P I;, IR- DT"E ISD NIJDO. -- 0-OFI' LN::I.-- elA. | |||
* UIJI4OITUEIDDDDPLEA WATE TAUD. 1* C. PAGE OF . | |||
PAGE OF 30F | |||
.. WEN,INEERNNG 7ESTýNG COMI.ANY LAW ENG.INEER!IN.. "ESTI:. . C.. .A.I. | |||
DESCRI n ION DEPTH DESCRIFTION PER FT. | |||
I Ev. Ft KNE TRATION -BLOWS PER FT. aP KNETRATION-BLOWS FT. | |||
755.6b, In To :1* 4 .6ia so 160 | |||
- - - - I Cbteined Ba9 SCmpl*tý at 0 tpths of: 4 to 13 Feet 13 to 23 Feet 23 to 33 Feet I 750.6 33 to 43 Feet 43 to 53 Feet 53 to 58 Feet 58 to 62 Fzet 74o.61 735,6 3Orinlgl, leTinrLcd at 6t2,;. Feet "oring Caved and WeE at 37.7 Feet After 24 Hours 31 .0 40.0 00RING *N0 10PLINO M[ElTS AO'l I"11l COPE DOI LlIN -CF , AS'- 0.2,.0 TEST BORING RECORD Q, E OO)0*0.$1.N 0-1-l TEST BORING RECORD | |||
-- AAT- -E 4-* - OF BLOWS Of 140 LX. HAMMER BORING NO. NA.R-13A fNETN*ATiON IS -C4 NUMBER OF BLOW& OF 140 LS ,"AM"tER | |||
'ALDI 10 11 PE CWPLO DT010DRVE4- IN. 1. Q.SOOL I . -E/___179 PA-LLIN 20 'N. ACOUIPE0 .10 DRIVE "4 1h. I. O_ SAMPLER IFT DATE kILlED / | |||
DATE DRILLED Joe NO. CH 1065P SUNOISTLJRI(0 SOMIPLE[ * *0T705 T*110, 02 05. JOB NO. C, ',-F UNOFSTUIJ D SOOPLI -AVI.: TAILS. 24 "R. | |||
PAGE 2 OF _2 PAGE_ OF | |||
*....... EL........ 4 .0. -.... ........ | |||
S* ................ .. * | |||
.......... V .,1...TLI LAW ENGiNEERING TESTITI. LOIIPA, LAW ENGINEERING TESTTIN COMPANY | |||
DESC IPITIO N PER FT. DEFT. DES0 RIFTION ,Fr 0 RENETRATIONELOWS ýR F7T, | |||
:0T. EIv. .,Ft.* fENiETRATION-BLOWS rT. | |||
5640 lb io 30 4o 60 -so Ion Residual - Firm Orar"*e Gray Rrwnn ff~~ceo* Silty Fi no to hludim Sand Firm Ru-c Grav mi'caceous Si-lty Fint to mediwu Sand | |||
.'P*[iaflyeatnered 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 | |||
-t - - - t AS - . 0- | |||
-O--- 114. TEST CORING RECORD 00:110 ^"0 5MLN TOSK QRIL-IhG MITS uTS 5I01. | |||
AST. 0.00,. | |||
TEST BORING RECORD BORING NO. lARw- lk FEPOETRTIO*41 THE 14015 | |||
-- RSO- L-1S 1F42 -U AHOR BORING No . | |||
f-ACLN 1,' | |||
R0...EEOSOTOSW 1. 0. SAMPLE I Fr. | |||
00IT. t.0 TO .- lE 1.1 1.. I. 0. 1-AMPLE I T. DATE DRILLED 6/23!79 DATE ORDLLED ma | |||
: o. CH CI 0> | |||
CII !36cP JOB ENO . | |||
JOB NO. | |||
PA GE or __ ~ SNISTL*ESO0*0.LS ~T WTEKR TAM", A- MR,. | |||
.3 1% 1,0 O | |||
c. | |||
t, so I. .....S LAP ENrA.INEERINOG tESTI'- ROMP t,, | |||
.. Tn. T..E. , .TO. | |||
LAW ENGINEFERING* TE51tN. LL*.SýFýNY 15SL I ROCK =ORE SR 4 | |||
-SY LOSS .FOSLL W.rES | |||
Core Size DESC RI EPTI ON MNRETRATIaN-RLOWS PER FT- QIauTh DECRIT IORN | |||
* 3NEETRATION-BLOWS PER FT. | |||
E£lev. Ft Flea.*: | |||
756.4,. ErT. Rec 7S6.0n* | |||
I ll5 I I I -. , . | |||
1Q IC 30 R. | |||
40 613 5010 | |||
.. .. 0 S ~ - ~- | |||
I1 | |||
- i "t ;jO 0 | |||
4 4 | |||
.60, so 00e I¢ *00 Obtained Sag Samples at Deptcs Fill - Loose and Fire Hicaceous Silty Fine to Nadiaw Sand Ii of: 3 to 13 Feet 23 tu 33.6 Feet | |||
: j. ?I 3 Feet .__D9 oto Fee I Bomivrg Terýic-nrd at 43.) Fect 751 .: 7-qI., C Residual - Firm Dark Gray Kicaceous | |||
-. -f Silty Fie to Medi,,m Sand With Rock F F | |||
] l~ | |||
Partially Weathered Rock That SeC0Moi* 786.0 Gray Broen Micaceous Silty Fine to | |||
ýCoarse Sand-Wten Sampled Loose and Fir. Gray Brc-n Hicaceous | |||
\ I I :I Silty Fine to lediu- Sand With RoCk Fragments and Trace of Coarse Sand 781.0 __ II 77II 23.0 | |||
-fi.-1 Firm Brown Hicaceous Fine Gravelly Clayey Silty Fine to Coarse Sand N Ž5 N | |||
- Z7.0 ~Pa 3 II Partial ly W.oýathi~ere Ro'ck That 8.rom'is' 30.0 Gray Blotrci Coarse Sa6d li cacI o u s SII iy FIne. to | |||
,.-i--. I - - +- P-jI I n~St? | |||
* 31-4 etc UeLýL 4ntr tray ane crOTLn tsri a..net P~artfalfly Weathered Ko~lo Tnat Beccaics; ray BroCCn' lied RrsSooWil Nca~cous o n F~tjrnLý Wn~n to ii 761.C | |||
- I - 4- -- R -p---p---- Q 40.,D x-RN AN. S-- .41ET .SYM .5 | |||
-~~fZ DOR-0fl AND SAMPLING MCETS ASTM 0-13.6 CO-S MclAIMo -RLLI Itl TEST BORING RECORD COPE 09.LL0.d ME-1. Al..I.2 TEST BORING RECORD BORING NO. tt.Rs-1 1.5 -ME~TRATION IS TME NaUtIER OF *I.ObS BO@I*NGNO, -___, | |||
TAI-, | |||
Pe 5ST-ECOSR 0 P* .1-6 f . P 5. -. PEN OF 140 Is. - | |||
PAL~ING 30 IN, REQUIRKG TO AIVE. 1.4 IN. I- .. SAMOFIIR I FT. DATE DRILLED _/_0__7_ IALLINS 10 IN. REQIIIREO YO PRICE LA IN. I. 0. SAMPLER I FT, OATE GRILLED -, | |||
JOB NCO Ctl 1065P JOB NO. Ch 35P 6 | |||
UNOISTLIRRE--E'0 SAPL t *NR AL. 44 R.. | |||
2 Of 2 PAGE ____ | |||
PAGE UNOISSIPSO IXEPLET Wn. TASILE. I "K I .s.- WATERTOLS I NPt. | |||
LAW ENGINEERINIG TESTING COMPANY LAW ENGINEERING TESTING COMPANY | |||
*p POK OREREOVE 1 4 L1- .F CRILLIO..T... SO . 0CCCOR REOVRY LSE CILLO -- 175 | |||
Core Sjze I*E EEev.,Ft.N *NETPATION-BLOWS PER FT. OtPTH DESCRIFTION aIENETRATIONSLOWS PER FT. | |||
V .E~o I el. F I-. EIe . Ft. | |||
Rec. 756.O~ G, -nno.. a. I.. RQD 7i 0 | |||
;9.-2 87. | |||
-- ~GnG - --- PLhO Ifl-S ASTS D-1111 TEST MORINO RECORD 60O:INGR-OPIS*0MLING MEETS *STU O-ISI TEST BORING RCCORD CO E DILLING MEETS .1 M 0-)11 | |||
-ETaTrO- IS TNCBLI .. Of B-OEM OF LB. EORING 140- NIAR-15 ETRAT ION IS Tnt 1 NUM-EER 07 -.. | |||
* OF 1.. LlI MA. | |||
PALLING 10 IN. R.QUIRED TO CDIVE -: IN.1. 0. SAMPLIE I FT. | |||
A-.-' 3P,h-RLQVICO To ORIV9 t.4 IN- I SAMLIA I Fr. | |||
nATE DRILLEO a 211,'/ | |||
CH I OWP OATSDRILLCO --- | |||
JOB .40. )0E flo IJRD4ITUA5LD IASPL* WATER TALNI. 24 MR. SUNOISTURI£E SAMPL. | |||
NEE .- -i-R. . | |||
_ OF 2_ L AGE OF_ | |||
PAGE 4 | |||
-C LO IA IL., I fl LAW ENG! NELRING ESTINI ,'OMPANV 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. 6e l Too flu Fi,*of Orianqe' Tin Gray MiCaCCOUS S' ItY, 58.0 Dense-Tnray tliiacedus-Silty Fine to .ledi um .,Sand. | |||
.61.0 | |||
,'Very StifF Tan Bown MicacemosuFire Sandy Silt 65.0 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 f ,-= | |||
Sampled soil.Zone 71 to 74 Feet 80.0 3-0 II*O N*0 A LING ME EET$ 0-*112-Qt ATI CO1 h-04LCC 5V.CTS MEETS0.*-St TEST BORING RECORD TEST BORING RECORD BoPING NO. NAR.- i 6 BGOINC 100.. t 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, f-LI. CG 3o IN. ACQUIREfDTO DRIVE. I. IN- . D. SAMPLER I FT. DATE DRILLED' 7/2/79 DATE ORILLED _ _ _ | |||
JOB JOB fiG. NO, H 1065? | |||
0*714 TA..--E. .14 . 2 PAGE __TO FL 3 UNOISTUI.... | |||
. SAMLN PAGE _ O 3 01ATER TANLE, I Si. - NATEI W-' TISLI. 1 $5. | |||
TESTINGI COMPANY' LAW ENGfNFERING TESTING C2O.yiFANY 30 ] % 70CC COOL ECOVERY 4 LOSS OP OtI~~L*O WALI LAW ENGINEEFlING | |||
,0042 C. 0=OVLRY .4 *o., ou.OVIEI'LlII. VA..- | |||
EPTH DES- RI PT I ON DEPTH DE SCR2'T ION (NIETATION-LO44 PER F"T, WIlENETRATION-BLOWS PER FT. | |||
Elev. jr. FT. | |||
716 A4A i 3t .. :A. - An 3- ~ - - & *' d- - | |||
-Partiaj eathered Rock That Becomes,% 150=C 04btained Bag Saeples at Carbide bit Refusal at 81.0 Feet Dep ths of: 3 to 13 Feet 13 to 23 Feet Coring Terinated at 81.0 Feet 23 to 33 Feet 33 to 37 Feet | |||
JOB | ;nSLalled Open Tobe ObservaLiun | ||
,ell to 81.1 Feet 37 to 40 Feet | |||
.*rcLnoiqatr at 43.3 Feet after 24 ATan Gray MicacCcus Silty Fine to Co"rse Sard anC Dark Brown Micaceous SiyI sne Fin O) hL *M.oSand when eo'id Ii ountered Residual Soil at. 40.OF~ee 5 40.0 | |||
- - - a - - - - 4-Bar -its Teshniratee at 40.Cd Feet TEST BORING RCCOIRD TEST BORING RECORD BORING NO ,,- 16 lAR', SORING NO 1'4 ' , | |||
NC 3O IN. *L*UIJR Oto OVC 2,4 It,,. 0. $ASPLC* I 21. | |||
-420,Z 7* | |||
1.4 . AtC.,4LO Tq: -T*IE I' IN; *.O&e.ut DRILLED 7/2/75 DATE DRILLED 6 Pf1 DATE CH 1065P JOB NO . nf P JOB N*o.. | |||
PAGE. - | |||
Of,_ -ATIM TAuL. I $5. PAGE l OF I co-- | |||
UNOS7AS0 *hil. #*73 C~t. 4 92 LAW ENO2illERING TESTINGW OMP-,. LAW ENGINEERING TEST,'CG CCMPANIY | |||
DEPTH DESCRIPTION DESC RIPTI ON PENETRATJON-BLOWS PER FT. Elev. Ft . | |||
* 09hETRATlON-BLOWS PER FT FPT. Elev. Ft. MT. | |||
796 -3", | |||
ib I o | |||
,d in AB en n;. IOa So a- ~ - - ~ 40.0 IllII II I I II II III I I i ii iiiii Fill - Firm Red and Tan Lruwn Gray Fill - Firm Red and Tan Srorvn Gray MicaceoUs Silty Fine Lo Mediuiflao Picaceous Silty Firne to dedium Sand ,With Trace of Coarse Sand idtn Tracer of Coarse Sand 79, .5, .1 46.U I k | |||
-Cýae, 5 o 6.5 Feet Residual - Firm Orange 5rown Gray | |||
-cy-ey 3.5 to 11.0 F*et E 786.5 Micaceous Silty Fine to Hcdium Sand 781.9 | |||
-- 7-- | |||
57.0 Stiff Tan Black tiicaceous Fine Sandy | |||
;- 19.5 to 21 Fcat Silt 776.5 61 .0 Firm Dark Gray Very Micaccous Silty Fine to Coarse Sand | |||
.771.5 | |||
- * .~ I Ver; Stiff and Hard RJ st Brcrfr and | |||
-Ihite Olive Gray Very Micaceous Fine to Coarse Sandy Silt 766.9 | |||
-Sitt Inclusions 31 to 32-5 Feet 71.0 Firm and Dense Gray Very Micacpous Silty Firn to Coarse Sand 761.9 75.0 partially Weathered Roci That B,:comes t 78., | |||
!Dark Greenish Silty Sampled Fine Gray Very Micaceour to Medium Sand 'hen n,, 756.9 Carbide Bit qefusal 7-.9 Feet borini Ter~min tred at 78.9 Feet at I | |||
ivmrttL1,6 CtmTr, Tý.tIrinn Well to 75.9J. Fnt- | |||
-- aL -1/4 L 0 T.-TS, -21. TEST SOR SlGRECORD tOL OI "LELT IT' 0-n | |||
-i l TEST BORING RECORD IIIro.T-a&r 1t Ftet. ,'%fcr 211 Hours pOriNG .. t,,,-: / | |||
BORING NO. __, _ | |||
1-*L J. INrnUeLO Ta CRJVE 1 it, 1 D. -AL( I FT. c ) 14 _ | |||
FA- 1, IN -Q-L TO O-lVEI I IN- 1, Q, SAOLER i FT. DATE DRILLEO OATLE*[JRLL JOB o.106 JOB No.__________ | |||
UDTUBC*I-FLI eIýE | |||
- TIL1. 1. E.. | |||
* .ta;STu*a 0*ISFLB - W TA L. | |||
FTER 214 CX. P A GE *_ | |||
_ DF PAGE I OF 2 50 I RO-T UR-RWL Y ATER TA IBLE, jI B.R It SCS I % CCXICCVCN 4 .os Or . .l~coNA. LAý CN~fNCE0FNG rttTINO -IAPAI L.. E'-oEFtFr.E TESI:NG C$.<CNY | |||
DESC RfPT ION I #rENITRATION-BLOWS PER FT. ý-oEI`rN DESCRIPTION # PENETRATION BLOWS PER F7 Elev. Ft Ft. | |||
796.-1 I - a- 4 - | |||
0 4 - | |||
25:0 i | |||
~ | |||
d | |||
.q~ | |||
Ad 96. too P1 o.0G Obtained Sag Samples at Depths of : 3 to 13 Feet 791.9 20 w~ 30 Feet 30 to 40 Feet 8 | |||
4(0 to 4 Feet 45 to 52 Feet 786.5 52.0 7171.93 761.3 L. | |||
756;9 a- a - I n S -4 - S-CltE DAILLING MEELTSASTM40.-2112 TEST BORING RECORD CORL DRILLING MEtTE ASTM U-2112 TEST BORINg RECORD NO. 7A fnETOATIOPN Is THL NU*I A OP kLOS$ OF 140 CL, -MAIdER BORING PCN*TRATICN IS T01 I I"I'IUM LI'* 0F 14 I CS LO AIJiER BIORING NO *, ' | |||
L300. 4(010 .- C91.2 I. D.1.M.t | |||
-, IT. -OLN22 IN. -Q.11I..TO OIV3V .4 .*LP1 I T DATE DRILLED 6/11_i/79 DATE DRILLED -*"/N JOB a., Ci C,* | |||
JoB NO. ch o06sP DICISU*-ERSAUPL PAGE 2 FAGE I OF 2 CATE TAIL, 24 C~l. | |||
pAGE OF ' | |||
RWATE It TA IL. .NA. | |||
ES 22(100 COAL RECIVLSY 4 LO.I OI C1IZLAiNS 4 LAW ENGINEERING TESTI.N COI*fAON I :-4................. 4 ..... .IIUC.NG SArK. LAW ENGINEERING ýTING CCIMPAN'. .~~w ....... | |||
I Core Core S ize Size 0 ESC A I PT ION Doirw_ DESCRIPTION a PIEETRATION68L,OWN PER Fl, EIEleo.Iz Re c. ~Ci f | |||
NI-T. D-11 TEST BORING RECORD CO.L DRING .ET5 -ST. 0-01 TEST BORING RECORD | |||
- T-0 | |||
-~J3 11 T-3 -- k-. 0'1 1~~ 0' 4ý I., HM BORiNG NO. "P,,-18 fLURAtION IS TKEC SUMSC OL tOWS OF 140 Lb. KOMWER 6ORING NO. ~ | |||
I 3~d300 ~ iE.- It FT.3dt0 DATE DRILLED 6/5/79 DAlf URtLLEO, JOB No. CH ;o*5P | |||
-$*---'"- WA-A TAbLo. 4 10. PAGE _____ OF ___P_ U0010............... | |||
0.......V- ........ | |||
I :.........It. | |||
.StrL, PAGE 2 OF 2 I R | |||
-033 LAIIW ENGINEERMNG TEST)ING COIAPAN*Y 4 LAE IENGCIIEERINU TESTINO COMPANY | |||
Approx. | |||
DESC RIPTION Elev., Ft. | |||
a PENETRATION-BLOW$ PER FT. | |||
796t.o I. - 1. -. go, so t10m 40.o Fitl-Firm* n and Gray !icaccous Silty Fine to mediur. Sand 79' 786a 52.6 | |||
'776 -i-i-] - 53.7, C1aytly a 26.0 Feet LJH 77.2 156 80.0 a o- - h tOEING -Ct 3AUPLING MEET$ Anril DRI36 IORIRO AND 1AN-FING NEITrO AST. D-Ifl co E QRIOEb&Ts *5yM -7I I TEST BORING RECORD C-R CILIN IEETO ET.N . -,II TEST BORING RCORD BORING ND- IA~ E.EYTRAATON ;S THE N50040R OF 0Lo04 a,1 'IQ f40 L. BORIhN G,. NO-IS E.NG ROINOP I..nUE~ ItoR. *htT, FALLIN. I10 IN. IEGRCO 1cve u. NI I. 0 A.-. | |||
.. I.r. | |||
OAD K DRILLED _/____ LATE DRILLED "" | |||
JOB NO. 106&P JOE NO. CI I0C05. | |||
USOISTRIEO SMP-TEA~t TARLE, I HR. | |||
PAGE I_O 3 PAGE o*lr L.'t¢ ENGINEERING TF'TINCG COMPANY RE...... LQEN a. DRILLING WATts LAW ENGINEEGiNU TEST:tG CO.l4A-,Y i 4 &oo..o | |||
. n1 n fAT.. | |||
= | DESCR;PTION Approx. PENETRATIOr4-BLOWS PER FT. | ||
ev., Ft. RQO 716+/- 10 20 30 d0 60 80 100 F | |||
I - F- I - P- - | |||
Licht Gray Mice Gntiss NX t 06 | |||
,711i | |||
-iriG Terlinaled at 84. 7 Fcct L | |||
* I IB I I ll I = | |||
"OEI"N0 S7MPLL 7 " - EEr S`- | |||
' 1M -10'I OBOINSAND SAMPLING M£ErT A'T" 0-Itt. | |||
TEST BORIN4G RECORD OREt DRILLING WEE"T AST. 0.-11. TEST BORING RECORD 80RING NO. NARw 19 PCNETRATIQN IS THE NUMBER OF BLO I OP 140 LM, OM*--ME 80RIIONO. | |||
, NG' CO1, E*U* IED TO COEC 1.4 IN, 1. Q. A-ILCR I fr. FALLING *0 IN. REQUIRED TO DRIVE I., IN. I. D. sAMPLEr I Fr, DATE DRILLED ., o"(O. DATE DRILLED JOB N - r cm.10650 JOB NO. | |||
_____ 5'r-TITE0 SASPLE9 WATER TABLE, :4HR PAGE 3 1 I IIL *- "^71::ll TAII", ,4 *I~I PEL AG LQ%0 0N-. .. I~ kE f 11'ARL I It,. | |||
LAW ifidmiti~opNl tESTuiNG tbýAPANV' SR RCKng REOVY 4r LOS A.' 'DIII-.LI .. TER LAW ENnINEERMIG TESTINC COM'ANVY | |||
DESCRIPTION Approx. a PEmETRATION4SLOW5 PER FT. | |||
DES)CRIPT ION v PENETRATION-BLOWS PER FT, DEPTH FT. | |||
80.0, 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 fI e C tC rdiun Sai'a o-I | |||
* AI-SPLI..Q SETS* A-IM-f DOPING AND SAMPLING. MEETS ASTM O-ItSS OPI ST. | |||
ARLIGME 0.211. | |||
TEST BORIN*G RECORD CORE DRILLING MEETS AfliW O-23 I TEST BORING RECORD SInTRATION IS THC 1i-InR 011 SLOWS Of -O LBA.HA..MER BORING NO. NAR- PENETRATION 15 THE NU*BER OF BLOWS OP SAOLit. HAMMER BORING NO ____________ | |||
ALL!NG 31 ;N. kEQ-RL. TO Cý.VE II N. I- D. SAMPLER I T FALLING 3O IN. REQUIREDOTO CARIVE%-S 1. . 0. SAMPLER I FT. | |||
DATE DRILLED 2/7/_0 DATE DRILLED - | |||
Ci* I063P 1 JOB NO. ______0___ JOB NO, I U 2 | |||
L--bT-fIE SAM...L. E.TATABLE, 34 -R. PAGE 2_ OF 3 IT---APEWATtR ----- TAILNE. E HR.. | |||
PAGE 3 OF_- | |||
WATJERTABLE. I . | |||
WATER TABLE, R TESTING COMPANe LAW IENGINEEPNG TESTING COMPANY LAD ENGINEERING C. -LE AEDEY 4 LOSS .1 .. "l LRA -1..E 'a ESE W 11C.ECVES' 4 LAS OP QARIL.IG WATER | |||
Approx. Approx. | |||
DESCRIPTION Elev.. IS PENETRATIO14-OLOWS PER FT. DESCRIPTION Elev., Ft. | |||
a PENETRATION-h-GW5 PER FT. | |||
756.5 101 20 30 z48 6D n0. I00 B- * - - - P ~* P- ! | |||
F ill-Firm Gray Brown Micaceous S itty Fine to Coarse Sand | |||
(/ | |||
7sl5.5s | |||
~I i 5o. 0 Residua)-Firm Red Brown Clayey | |||
-Silty Fine to Nedlum Saend 52.4 Firm Red Bromn and Brown Silty Fine to liedium Sand 741.I'I | |||
: 7. _ I3 I. | |||
726.,~ | |||
0ecOieesray. Micaceu*ss *SIty Fine,. | |||
i Carbide Bit Refusal at 70.4 Feet Light Gray Mica Gneiss 43 721AS 80.:0 71_6. | |||
*t. Mediumr Sand herl Conpl.d | |||
&.1-CDII A-0 DAILIP. | |||
-P',- tXETS A-.A EhATS -t.M D-21111 | |||
-iI TEST BORING RECORD C RICOILLI.O -1LT oS.2111, TEST BORING RECORD NAR 15-21 5O RIN G r*40 . - z1 BORING NO. PEINT.A-IQN IS THE NUMBER OP bLO.S OF IS. LU. .AMNECA | |||
.rETAI,.TrCNh.E OP ILON"1 1 LB. P*MEB ALLING 10 IN. REQUIRED TO DRIVOIE .- IN. SAPLER I PT. | |||
&-0 . / 2519, FA-LING ;. IC. RaE-IJIED r0 C-I.E -. I.. I. .. SIAPLER I T. | |||
0STE DRILLEDI /2 DATE ORILLED | |||
(*ýI 105 JOB NO. JOB NO. | |||
-UEDIS*RTIUBEOSAMPLI VATERf TAlLE, ZB KIR. | |||
STURD PLE SA... | |||
. WAIL.R TA1LE. 24 Pt.A. PAGE h PAGE 1_ OF3 _TF__ | |||
I NATER TABLE. I HR_ "-- PATER | |||
- 1ABLE. I .a. | |||
LAW ENGINEERING rESTING COMPANY LAW ENGINEERING TEST!NC COMPANV RO I,. CRE | |||
: REOEY 4 LOSS OP -RL.IOWT1. -C .OCA.CORE..E..A... 4 LAS | |||
...... OF R.L. ATER | |||
Approx. | |||
* PENETRATION-BLOW5 PER FT. DESCRIPTION Approx. w PENETRATION-BLOWS PER Ft. | |||
DESCRIPTION DEPTH EIev., Ft. Elev. . Ft. | |||
FT. | |||
711,-Av in iý _20 R '160, | |||
- - f- Y- *I'-* | |||
9 70: 711.5 go, 706.5 701.5 | |||
-. ~1= f___ | |||
Coring Tenminated a[ 95.6 Feet | |||
--=9-il I I | |||
5ORINO A-0 SAMPLING MtErS *5792 D-245 CORE DRILI It. -IT~S AST .0-- TEST BORING, RECORD :0RIOO AID0 CORE DRILLINR SIFCT$ | |||
ME "1114NS AST. | |||
ASTIO -1111 D.2551 TEST BORING RECORD BORING NO. NAP. ,-21 2 | |||
-* ET-AION IS I.It NV.8E.C OF SLOS OF 14 AO .. PMR PIEETRATION IS THO NUMLBEROF BLOWS OPO140 L,, HIAMMLER BORING NO, EAL.LISI - IN. REQUIRED -0 DRIVE l.4 IN. I- 0, SAMPLER IFT. | |||
DATE DRILLED 1 2?f- PALLING 30 IN. RALqJIREO TO DRIVE I14 iN. L 0. SAMPLEL "1 FT, DATE DRLIO ED JOB NO. | |||
-O. JOB NO. | |||
RUSEEC | |||
.... .. L. WATER VRLIE. .- HR.- SMPL. | |||
.O..ISTS..... T WATR T^I*L., 1RSIR. | |||
PAGE PAGE OF3 SlATtx 'ARCS. I FIa. O F ARLE, R.. T LAW ENGINEERING TESTING COMPANY M | |||
SI % Ol CR EOEY 4 CO SWATER FDILIOWn LAW ENGISNEERING TESTING COMPANY ROC C C5, . RCER, | |||
.... LOSS OF P j, INOWYie | |||
-GSE | |||
DESCRIPI-ON App rox. 0 PENETFATION.BLOWS PER FT. DEPTH DESCRIPTION a FENETRAT'ON-SLCW5, PER FT, Elev. , Ft. | |||
RQ0 | |||
~~ ~ ~ TO 20 10 40 60 io0 100 F | |||
iiiI io 76. - ** iiiiI ......... | |||
Fil'-Firn lo 0ense GCay Fr(-n Silty Finc to Coarse Sane | |||
'9 151 .0- 1 Hi / | |||
Slightly Clayty at 48.0 Feet 75, o i i i I . . . . I - 1. | |||
t IC*.JJ Resia.ý!-Fi rm Red Brc.,n hicaceous Sil y Fine to 11E i Tm Sen, 741 | |||
).. | |||
Z Vir .R,.. Sli h rI y M accus Very 'I Silty Firn Sand Firm black and Gray Silty Very 7.3'.06L h | |||
micaceous Fine tO Mei um Sand itn Sooýe Brown Fine Sandy Silt Partially Rzco:-n Ooathereý Rock Thct Slack arVi Gray Micaceonn :1 ,11 | |||
* ~ | |||
SO0 P, Very Dense Black aod Gray micaceuus Finc to Coarse Sand 16.0 Par 0 a II y: ,=z% ta1, r e, Rock 72 I;0 Carbide Rofusal at 75.2 Feet 50= 0 Li~ht Cray Mica Gneiss tS erp lad | |||
-O1NG AN. SA*PL-NG .- LTS -. 00 V-1.96 COE CRILLING WEETS -STMC-**13 TEST BORING RECORD CORE DRILLING MEETS ASTFA 0-2I11 TEST BORING RECORD BORING NO. NAR 1 -22 "0R'S,' 2Z II-- q L-e IS -I' .1OCB 111. .OW -F SOC.05 PCOESTION *IS T-lt 0.UMO OLOWS 00 2* LB. h500ER 5 | |||
-_ - IN. SEQ 2C O no IEI IN. 1.T0. STA PLER I 0R. DATE DRILLED 2/5C"/80 jO J10 -G X. | |||
RIJRED no fRILL 2,5 1.. 1. Z. S-RLCA I fT. D.:,-rTE DRILLED JOB NO. it!65F JOB NO. | |||
CIUNDIRTLIRIS. S*ILI | |||
* OATS: ATCi5. ;t* OS1. | |||
PAGE 2 OF 3 PAGE 3 Of aAT :. | |||
I-:C: I 0.--.BTX 14IIILE, I M11-125 ~50C ~ LAW ENGINEERINr TESTING COMPANY tAW ENCP INkERMILI TE5tING 012APANY CO ... | |||
tOOY 4 1,Q1 LS F Q-'LIISS -TAT | |||
App ro.. I PENETRATION-SLOWS PER FT. oEPTH Approx.. | |||
D0ECIPTION DESCRIPTION 4 PE14ETRATION HLOWS PER FT, | |||
,FiT. E1 ' t 4o.0o II I2 I0 'a Io I f 40.0 I | |||
5oring Irilled As Energy Input Mole FPr Crovs-Hole Sotoey Týst Lcevel 44." Test Level T751 1.9.6 -Test Levvl Test Level 54.-A Test Level 55.4 Test Level 736&f 7Z*, *I , | |||
* Test Level 67,.+ | |||
.Test 4Test Level Level (Input in 8oring NAR,-21) 73' 1 1i 69.+6Test Level (Inpvt in Boring NSAR.-22) | |||
- Test Levtf ,74 .+ .Test Level 721 II | |||
*-Tcsr Level TEST BORING RECORD 79. | |||
80.-I Test Level BDORINGIND S M TA ST.I | |||
."T1n -. 156 | |||
- A .4 - - - - - | |||
i 1,4 -- S JPI EENDA ~ AT | |||
-I, 0I | |||
.ORE -41L-cI EETS ESS.' -. 111 TEST BORING4 RECORD BORING NO. . NAR, -23 BORING NO,_________ | |||
PEODT.A.ION IS THE DGSDE Cf SO1. .OP 0 L. M1Ms0 DATE DRILLED ......... FALLING 30 IN. N*IIApE TO DRIVE I.. 1. I. U. SAMIPLER I rT, DATE DRILLED | |||
--.- ST . .Z.~DEGII | |||
. . A. ~ | |||
O M 1.- ..0I SML f T JOB NO. CH JOB NO. CHili p | |||
?I PAGE 1 OF 3 ~LNDBTIIBEO AMLI WATIER ABE 24 SB. | |||
PAGE 2 O* | |||
3 E: TABE. -SLR Um. L WATER TAXLIE, I Ha. | |||
._REA-LAW ENGINEERING TESTING COMPANY LAAW EJGINCERING TESTING CO'IPII'NY IA COS | |||
*00C REOVEY 4 LOSS OF DRILLING WTATE R4 s-1 0 DRILLNG -- | |||
DEPTki DESCRIPTION Approx. | |||
a PENETRATION-SLOW$ PER FT. | |||
El ev., Ft. | |||
716-+ 10 20 30f 'JA o ý150 A.0 t00, | |||
-Test Level 71rl Test Level 706 Light Cray rica Gneiss Nx | |||
'71 93.0 Coring Trrminated at 93.0 Feet 701 II | |||
___J..2jIi_ | |||
I I J I I I SQA~tIC 000 SAI.WL,00 33T5 ASTMI D111 DrL~* | |||
co* E*T "T. D-1n. TEST BORING RECORD N_,_ .)"_ _ | |||
?ENETRATiOfN 1 THE Nfl* SLOWS OF 340 LB., HAM-M iPO:tIA BORING NO. | |||
PALLINO 30 I0 0E0UI*[0Y "0-{* ,VC 1.1 I . *3.0 AMLCO a CT. | |||
DATE ORILLED 2/27/80 joa NO. CH 1065P | |||
,T~nC | |||
--- T03-s -11 T~A,~ JOB NO. IOP PAGE -.-... oP Lii~~ ~ ~ ~ ~ ~0.P. | |||
CS ~ F .C-eft~R LAW ENGINEERIITO TESTING COMPANY | |||
GEOLOGIST LOG | |||
.1 irerr~acn Page 1 of I Project: .' | |||
Client n Nuclear St.t.n.... | |||
CcneNlarSain F 1.Project'Number. | |||
73067007 - BoringlWell-: | |||
WellConSstruction Data ".... | |||
SMW-1 | |||
'1 Date Started: 6/13/06 Date Completed: 6116/06 screen: . | |||
SIottedPVC.. Fr2".01 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 | |||
*1 25.0ý .7......... 29Sdh_ | |||
- | S40:PVC Boring Diameter (in): GW Level: Timrie/Date;: Outer CasingqStick Up 8....... , 174P42 10 .Cover 71106 Flush MguN d | ||
*1 I". E EE 7a E 6n = E 0 Description' wall Air excavation performed 0-'. 'No lithologic:samples 0-8'. | |||
( ,, | |||
2-I | |||
,4 r | |||
6-J 8- (FILL),, drained. wellgraded. | |||
.14 SILTY SAND,very micaceous, silty,.brown, damp. finea to medium | |||
-17, 10* | |||
12 | |||
-24 4 SILTY SAND to .SANDY SILT (FILL); brown, fine to medium, *micaceous, 14 ,damp. | |||
4 I. 16.- | |||
LI SILTY SAND tO SANDY SILTx(FILLs, as above. | |||
0 7 SAPROLITE, dark brown, Silty Sand, fine grained, damp. | |||
20-5, C, 3. | |||
1~ | |||
'I | |||
'C, 22 - | |||
z PARTIALLY WEATHERED ROCK AND SAPROLITE, gnei-lc,, high: qUartz 24." content. | |||
I -_SAPPROLITE, gray, to black, Sandy.Silt, micaý ous, grneissitc; Auger refusal | |||
--I | |||
\,at 25'5 /- | |||
Boring termninated at 25' | |||
-J 2 Torrncaon 521 Clemson Rad, Ccluri6, South Carolina'29229 Pl6ne: 803-741-;9002. Fax: 803L7414990'D | |||
GEOLOGIST LOG Irerracon Page, 1ýof 2. | |||
Pro.e.t:. . . Project Number:, | |||
Projeconee NuclearStati0nSSF . 73067007 on,, l.sMw Clien. 'Oconee:Nuclear Station Well C.nstru*tfionData Date Strted:6Dte Comple1ted: Suree: '___ | |||
S6/13/06 6/16/06 2'(0.010)ySlotted PVCG ' : From: 16 -To:, 36 Logged By: Sudh Coordinates: | |||
Dý,udller :.ý N35 I13 E83. ack: ý#e'fl'. | |||
#2 Fiitersand | |||
.iýc .II From ý 14-To: | |||
mFmmm 4-o.6. 36 t | |||
Dilling Co.: S.. DrIlle : 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 ___ | |||
EE U oe pDetail f Air excavation ceforgo8 N6iholo&i samples 0-. | |||
m* | |||
:2-4- | |||
:6. | |||
8-. "11 ..1'* 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 | |||
GEOLOGIST LOG lrerraonn Page 2 of 2 Nuclear Station SSF Station gE I | |||
ýEE | |||
;iZ Wn i oEc I I 1, DescripPion SAPROLITE,- | |||
graded, ...... Sand line to coarse, wet. tan to: dark brown, Silty Sandlto . . . | |||
ppody | |||
.Auger refusalat 36V Terra~ph 52~ | |||
lemon RidColuimbine, South Carolina 2n229 | |||
1rerracon GEOLOGIST LOG Page I of I | |||
_ __ _ __ _ _ __ _ __ _ _ __ _ __ _ _73067007 . .. .. . .. SM 3 Oconee Nuclear Station ,SSF Number: 0Project .in'g/Well: SMW-3 Oconee Nuclear station, WellConostrucýion Data D-te Started...DateCompleted: Screen: . , r 1T 6/15/06 DateW____ted:61__6!06 _VC ____From: .'_"_0_010__ B10 | |||
- To: 20ý C. Suddeth .N 35ý E83 #2 F2i0er Sand SAEDACCO R-Miller Betoi Pellets' p From: .5 :- To: 8, Method: '.:;HSA. .. SA ..... | |||
iEquipment: Gu-s.Peh,:GPý110E. 1 Grout: Port.nnd'Cement From:, 0o.To:, -:6 BoringT (ft. Dept m levation: Inner Casing: | |||
20,*0. 7978 2" Sch-40*PVC,' , | |||
iBoring Diameter (in): GW Level: Time/Date: OUterCasigStijck'Upi | |||
.. 0 .-..... ,17.40 7/18/06 1 Protectiv Flush MountedCovetrýd Cove , | |||
0, D Rescription W l :t 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 1for spit:spoon. Auger refusal at-20'. | |||
at 2020 20 - _5___ - Boring ,terminaoed at 20'.2-22-2 0 | |||
U,____ ____________________,________________"___ | |||
" Ph~~one: 603-74t1-9000 ,Fax: OID3-74 t990 ... | |||
GEOLOGIST LOG 1rerracon Pagbe 1 -of 2, | |||
.roject Numberr Project*. ohne. Nuclear Station SSF P 730670008 ........ SMW-5 Oconee Nuclear Station aeC m~td Wel!onitiautionData | |||
-5t tredý: ... C ... | |||
.ate Strted: 6/1506 Dt C.e te..2S '61;606 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 PorflAnd'Cemen*t, 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: | |||
.. 14.24 18.0 8 .. Protective Flu punted:L oveŽr L E .L ý0 Well Sa:3 , "2 ý I etilo 2 j E ýEDescription r~excavat'on performed 0-8. No.lithologiqam 0r8'. | |||
Wl 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 6*: 03-74-q0w*a,*.F: 903-741-9906"' | |||
GEOLOGIST LOG 1rerracon Pageý 2 of 2 Project:, on Ne S SSF "ProjectNumber:. ncinwell: | |||
*. .oneeNublearstation SSF .. 73067007B SMW-5 nOconee Nuclear Station 3.4*W.1.2/ý-W WR 0 0 J a=E Description Detail C5 _E_ | |||
Wi ..micaceous,. wet. (Phototaken). | |||
26- Wi SAND (FILL),. dark-brown, medium to coarse graihed,.some gravel; well -26 isl gr.ded, saturated. | |||
Wi 'SAND and GRAVEL (FILL)', medium to verycoarsepgrained, well graded, | |||
\I SAPROLITE,. gray towhite, Silty'Sand, gray to0white, fine toam'ediunm | |||
/7 28 30-4* | |||
ýgrtained,.well graded, gneissic, Saiurated. ' | |||
.SAPROLITE, browni; SiltvSand.to Sandvy Silt, finercirained. micadceus. Wet. | |||
Drill 28 - 34' with no sampling. | |||
/ 730 4* | |||
32 - 32' Auger refusal at"34'; | |||
: 34. 434 Boring terminatedat 34'. | |||
I-Thrracon C 62i cierhson Road, CNoMiumýa South Cr-iiilna 62ý922 | |||
coot D trT, % 6 'nutz D II C TL'PTION %I1 It WI; IILKV. RIKARK6 0 I '~ I R0 796 5; | |||
791 10 15 _ | |||
781 200 776 25 30- Carbide Refusal at 3V0' 766 .31.0' to 39.4', med. to'sl. | |||
Hard to Very Hard, Light Gray, weathered (granitic gneiss) | |||
Banded Granitic Gneiss, medium-grained 40 NX 35 _ | |||
68 761 39.4' to 72.6', sl. unweath. | |||
(granitic gneiss) 40 MORINO2 AND IIAM~PL¶NQ1 W'KITS Afru D-.61114 | |||
* Page 1 of 2 COflC DTItL.,ING MILLTo ASTM 0.111I IF1ENCrPATION 10 THE HU1,42IR Of VLOW4 0f 1A0 L.Q. IHAUR TEST BORING RECORD FALLING .10 IN. ArQUIRKOD TO DAV 1.4 IN. 1.D. CAMPLKt N NO. SSF-1 uti4isruImUC0 1A'.47L1 _- A~ TAULCX. 14 HF%. flOCK JOINT: DATE DRILE -/79 L=LOW 501, OCK CORK AKICOVEMY -,.t21 VATX?% TASLIX. I HR. DIP, 0- Oconee 6 Tf.NDA~fl PrNTr NATION 7040LO4 0f D*IlILLINO WAY IA M= Ho. Dip )0-00' Standby Shutdown Faci lity ROD.. NrOCX QUA.LITY 137,4CIONNION S 3-- s*o-01,7r*LD so | |||
==30.0 | COaN R ocIt,, % Tlmt Dr , Cnp"ION 9129 141IP tLKY 011 AA PKIII SO | ||
~ ~ ~ | |||
r I4C L4 V-1. - , _________ | |||
Hard to Very Hard, Light Gray, 42.1-, open joint, steep dip Banded Granitic Gneiss, medium- | |||
* 40-. | |||
grained 45.3' to 45.6'\ | |||
NX 45.7' to 45.91)hard, dark gray 61 751 /49.2' to 49.7'1 hornblende gneiss, 34 51.4' to 51.8' medium-grained, 52.7' to 53.2' si. weathered. | |||
57.7' to 58.21, 58.5' to 58.8' -I1 4iE 50- j93 51.1', open joint, steep dip 746 6ý'.8O' to 61.0'> biotite-rich 61.8,' to 62.1' layers. mod. | |||
)sev. weathering 55_ 60o 6`3.8', open joint, steep dip, 74.1 mica coated | |||
:5 63.9'5 lto . 63ý- | |||
8"4.6 +hard, dark gray 93, | |||
'NX "4" to' 6 ..... ' hornblende-biotit 7 | |||
: 60. 100 68.- | |||
$9. -' to 69: ,51'; gneiss, med-gr. | |||
"to 60. 3' 9....11 to, 69.',, s . weathered NX 41" 7:02' to 70.9', hard, dark gray, hornblende gneiss feldspar (7) 65- porphyroblasts 1731 71.9.' to 72.1', hard, dark gray 83' hornblende gneiss 70" Subhorizontal joints.parallel to 75- ,foliation are moderately close I-.-. to close. -174 | |||
.Coring Terminated at 74.6' 721 80 d Z%= *Li*.. . . *. . .. .. * ::,. . . . . ... . . . . | |||
* 2 L. . .. . ..... ... .. . I..... .. . .. . | |||
SOPIUN ANO SAMPLING VI't'S APYW 0.1555 716 Page 2 of 2 CORE UnILL)NO MIK-I' A*TM DOtCI 3 PIENETfATION 10 THIC HUwMgC OF SLOWS OF 140 LO. HAAMIKR TEST BORING RECORE F'ALLING 30 IN. MK OLJIPD '10 DRtIVE 1-4 IN, I.D. SAMPLEft I F* | |||
DOMINOI No, SSF-I SUNDIVTLIMS(O NA0JPLIK ~ WATKnT~ AUt.K. 14 Hnf. < flOCx JOINT-, | |||
SATa | |||
.I0 SN NO. " | |||
ShuLLtdo34 cil9 1 07 OCIK COME RtECOVERY **%.p WATIP11 TASLI1, I HR. 1. LOW DIP 0-200 JON N0. Oconee 9 TANDAMO PEKNETRATION t4 LOPS OF OnILLING WATER = uco. atP 30--410. Standby Shutdown Facili RD..0 MOCKC QUALITY DYPU10NAYION STEEP~ Dip 40.-410 | |||
caOk fI o '. %& 71uC FT. D R IP71N fIxt MIM, ILK. '. ftEMAAPKS nOn 20-776 25_- | |||
Carbide Refusal at 29.6' | |||
... . ". . ... *4 -L 29.6' to 39.3' sev. to mod. sv.ý- | |||
30- Moderately Hard to Hard, Light weath.- (ggn) | |||
Gray, Granitic Gneiss, medium- 766 grained NX 51 33.0' to 34.3' Mod. hd. to hd, 41,2' to 41.9' dk. gy, horn- 31 35- blende-biotite 761 gneiss, sev. to mod. sev weath 43..5' to 43.9', hd, dk hornblende gneiss, feldspar(k4- 3' 40 porphyrobiasts 756 NX 1O00 46.0l to 46.5' Med. to hd, dk 47.2 to 47.4' gy hbn. gneiss, med-grn 45 39.3' to 49.2' vsl weath, to | |||
ý751 unweath. | |||
Subhorizontal joints parallel to. | |||
foliation are close from 29.6' 50,j :oring Terminated at 49.2' to 39.3', moderately close to 7146 wide from 39.3' to 49.21. | |||
55-74.1 60 SORIUNG AND SAMPLINCOIi ELTE ARTWI D.1104 736 Page 1 of 1 CORE Oll1LLING MILTS AS1IA Dý1111 PENETRATION Is THE NUMBER 07' SLOWS Of 40O L0. HAMMER TEST BORING RECORE FALL'NG 30 IN. ACQUIRED TO CAIVIE 1IA ?N. I.D CAMPJLICR I FT. | |||
SSF-2 TARLC, tA MR~. <I rkOC'< JOINTi UNDItT¶JVR(DC %A"PLZ Y~'~iflt OXY1 DA)LL90 3/23/79 307, ocx COAX 11&CO'VIY -,.C31 WATER TAOLI, I R. L.=Low DIP o-3o0 jog NO. Oconee NSTANDARD I[N ITRA-riom LORE1 OF OflILLINO WATERP WEMD. otr 30.-60. | |||
Standby Shutdown Facili1 R.O.D. Roc'( QUALITY DPSIONC)AVIIOCH S= BY*KF. | |||
iupDPE-0Dip IO'-I0" | |||
== | FPT. % b TI'dt DeACrip't i*N REMAAKS 35- - r~ | ||
761 Carbide Refusal at 39.2' 4- 39.2' to 44.1', sl to vsl weath. ___ 39 140 - (ggn) | |||
Hard to Very Hard, Licht Gray, Granitic Gnetss, medium-grained 756 44.4' to 41.7'') Med to hd, dk gy 42.2' to 42.6' hornblende gneis-s 99 43.8' to 44.0' mod sev to sev weath 85 45 _ | |||
75l :44.-.11 to 67.4', vsl.weath to unweath (ggn) 50. | |||
.51 .' 51.4' )hd, to dk gy hbn NX 746 54.4' to 55.7'; gneiss, med-gr, 995 61.7' to 61.8". sl to vsl weath 62.7' 81 to 63,11 64.5' to 64.9' 65.8' to 66.5' 78 60-736 Ix1 87 | |||
.173) Subhorizontal joints are parallel to foliation, moderatel close to close spacing. 67, Coring Terminated at 67.4' 70__ | |||
726 75 - . -- ~ | |||
bORING AND MA04PLING VIE~T* A11TM D,11164 .721- Page 1 of I CO',r DOlILLINO M1ICT$ ARTM. D.ZI113 IPCHETftA7ION 10 THE HUMMSIFA Or SLOWE Or7A 10 .14, HAMME~R TEST BORING RECORC FALLINO 40 IN. ftrI.UIIEO TO DRIVEI 1-4 IN. 1.D. £AMPLKA I 1. | |||
vOoRIO Mo. SSF-3 | |||
ý= -. 111 - | |||
uA"FK =-_ATffn TAIPLIK. ZA MR. 4I FlOCK JIOINT: | |||
DATE DPILLI.D 3/29/79 5017 ROCK CoRI RCCOV91'1 -,.1WA.TK! TASIIK. IHR L=LOW DIP C--20 | |||
... ,,Oconee H. TiNOARtO Px:NKTRATION -4 1_011 Oil DFILLINO WATER ~ 4 l.Sr OIF- 3O'-40* | |||
Standby Shutdown Fac litt R.OD. MIOCK QUALITY OV.6IONATION I = | |||
Ugm Dir 400-0O. | |||
Cook-( | |||
I | PrT. D ERIC M,I P1 1ON. | ||
37.1', mod to sl weath Carbide Refusa.] at 3..2' Hard to Very Hard, Light Gray, (ggn) 35.4',. hd, dk gy hbn 33 35- jGranitic Gneiss, medium-grained gneiss 38.1', sey weath 68.7' , vsl weath to 71 unweath (g9n) 756 Page I of 2 SCllING AND GAMPLIt4O W.ICTSl A0TM D"1614 CORE DnILýLINQ MtrrI ANYM D-lftt PICSTRAT4ION 10 TNI c ULaIA1OF 07LOWI OF 140 L33. HAWACUR TEST BORING RECORF fALLING 30 IN, RIOiIRIEO To DRIVIE 1.4 IN. 1.0. £AMPL[-9 I . oIIN3 NO. SSF-4 40 MOCK( JOINT UNDISTUROWbD IIAIPLX =; WATIll TAUL K. 14 NI,. DAT, DALLC 4-6-79 3+, oC-K CORE ACCOVKIRV 1.(_. U.WATIER TA&I-f. I 14KR. L=Low DIP 0-20' | |||
.Jo0 NO. oconee N - TANOAAO PCNF7IFATICN P4.L.OVE OF O-11II1LINO WATER ~ = Urn. DIP 301-001 Standby Shutdown Facil iy 1CK MO.. QUALITY1 OMICICNATION = TXEP' DIP 60-110 I | |||
== | COR F O~.FT)4 % 6 Time~ | ||
DOUCRIPl ION Size $JIM. CLKY. RIWARKS . k' o & i ý I . . .. .. . .. -- 1 1 756 42.6', biotite-rich layer 43.6' to 44.O', hd, dk gy hbn gneiss, feldspar -- 43 augen (?) | |||
L45-75.1 NLX: | |||
47.9' to 48.2', bioti te-rich Ybo granitic gneiss 89 50 746 48.6' to 48.9' hd, dk gy hbn 49.4' to 49.6 -gneiss, med-or, 52.,9 to 53.7 mod to sl weath | |||
-4153: | |||
55- NX 100I 55.0' to 5-5.8' 56.2' to 56.'41 hd: dk -gy' hbn 58.2' to 518 .*4'ne'ýiss, s'sI weath 59.9 to 6..1 '\ | |||
63.0' to 60- | |||
~Jx 98 | |||
:90 65 - | |||
688. 0' 73,11 L | |||
Very Hard, Light Gray Granitic Subhorizontal joints parallel Gneiss, coarse-grained, peg- to foliation are moderately Jmatitic in places close to closely spaced. | |||
Y -468 Coring Terminated at 68.7' 70 7.26-80 - .1 fl~P2~flWE-.... ... - -. .*. ..-. -- - -. -- - - - C ~t - S w..*VJ 4.5. .. rrlrt ~ | |||
MOPINIG ANQ &IUNG WILEITV APT61 0.f1*6 Pag e 2 f2 ' | |||
COAC OnIl-LIHO H ItT AVTM 0411$ | |||
I-C.NETRAAION to THENt fM~tA Of WLOW6 OF 140 1-11 MAMC TEST BORING RECORE FALLING 30 INA. RIQUIPCED YO ORIVI Id 4TN. 1TO. ICAM.PLER I IFT. | |||
mOAINO NO. SSF-4 F-, UNOrTITJAECO vAt*P'i.K . WA'tnV TAMIL. 94 HR. IIOCI( JOINT; OATK ORILLIO 4-6-79 S+1, IROCK CO-Z A(COVIR t WATt TADF-K I .IR L=LOVW DIP 0-~30 JOE NO. Oconee 111TANDAIIO PENHIM~AtIOW .14 LOVE OF OfItILLINO WATIR = *A1to, otp1 30,-tC. Standby Shutdown Facil itý R,.O. YROCK OU.LýTTV D!0ItINATIOM = 111KIi Ofr 40-00O | |||
DEPTH giza cook$ TIMWZ FT. DZCIun1PT ION WINI. tL KY. AKMARIX ~O ci I~ I r i 1796 10_ | |||
786 15 - | |||
781 20 " | |||
25_ | |||
771 30-766 35 1761 Carbide Refusal at 38.6' 38.6' to 54.2', mod to sil weath SHard to Very Hard, Light Gray Granitic Gneiss with biolite L (g n) 38 rich layers, medium-grained 40n 00 IN~lG AND SAMPLING WtKTS AATM 0-1SSI 756b Page - of COAC. OnILLItNa "STY$ AATM OVI ,2 1.(NIETRAION IC TH9 MUW*SMk Of, DLOW2 OF 140 ILM. HAI4ME TEST BORING RECORE FALLING 50 IN. PIcOuIREO TO D:)AtV 1-4 IN. t.D. SAMPLERIFT HORING NO. SSF-5 SUNOCRTIJRS(0 WAMPLK =:VYAT1[F VAULZ. 24 MNI < nlOCK JOINT DATE DMILLED .3-3Q-29 50 '7 ROCK COME IIICOVEPN' ~.-ý_WATElI TAIALS. 1 HR. L =LOW DIP 0-30' JoN NO, Oconee N STANDARD PENIETPATION .4LOS* OF DMILL.INIZ WXTEP M =MCD. DIP 30O-i0 Standby Shutdown Facilit Pt,.0, MOCK OUALITY FOMaINATION S =SICIEP DIP 40*-90 | |||
= | con K FT, D £.4C IP1:" ON oil: WIN17. tLXY. | ||
ROD | |||
-U -L1 m NX 756 44.6' to 44.91, mod hd, dk gy 77 to bk hbn gneiss, 52 med-gr 48.5' to 49.o0, sf to med hd, .143 dk ggy to gy, 45 gneiss, sev weath NX 751 50.1' to 50.,9' sf' to med hd, dk 59 51.8' to 52.2' 53.0' to 53.31. gy hbn gneiss o | |||
50 746 51 .4', joint, steep dip, mica coated 54.2' to 77.4', sl to vsl wea th, (ggn) 54,31 to 54.7', 54 coarse-gr Taniti 55 gne is s 100 56.3' to 57.4>' Med hd to hid, dk 58.0' 59.5 to 58.*31 gy hbrn gneiss, to 60.4'1 -mod sev to sl 60.5' to 60-.6' w9 6o 736 60.95 to 61.4':, hd. dk gy, hbn gneiss, mned to cor-gr, feldspar (?) | |||
porphyroblasts 65- 66.9') hd, dk gy hbn | |||
ý731 62.8' to 66.5' to 67.0' gneiss 68.5' to 69.2', hd, dk gy,,hb n* | |||
gneiss, feldspar,( 69 porphyroblasts 70-4X 77 726 69.2' to 70.* hd, dk gy hbn 72.1' to 72.21 gneiss 76 75-721 Subhorizontal joints are widely spaced parallel to dominant Coring Terminated at 77.4' 6- foliation. L J.77 | |||
-- =W4Wvq^W -QM I 80 PO'RINGQ AND IIAMR0l1O Ii fCTET APr14 0.1964 | |||
/ Ib; Page 2 of 2-CORE DnI'LLINO MfFT* ASTM D.1112 rENCIRATlON 10 THK M US11IA 0r MLOWS 01$ 140 L2. 1ANMbAC TEST BORING RECORE rALLINO 30 IN. MEOUIRED TO DMIV% 1-4 IN, 1.D. SAMNFLIRf I M IOMINO O.SSF-5 PORNGNO. | |||
UNDIITJIURS9 6AWPLMK :ýWATI' TADIII-, 14 HR. <I ROCK joiNr DAT! ORILL(D 3-30-79 ROCK CO.,( RLCOvK.r TAMILK. I HR, L LOW DIP C j . Oconee 111TANDARO I-ENCIVATION -4 LOtV 0$ Onlt.LING WATtA~. UtD, DIP 304-4n. | |||
Standby Shutdown Facilit-R.OD. ROCK QUALITY OPSIlO NATION S[ = SyiTip . Dip ary-0QO" | |||
copq 4 | |||
% rIM t FT. DbLIC~tIPTION OIZZ MIN. CLEV. REMARKS A 0 iE f% . | |||
L ý_VV- | |||
-796 | |||
:79,1 15 | |||
.786 | |||
.10_ | |||
781 776 Carbide Refusal at 23.0' 23.0' to 29.2', sl weath (ggn) 23 Hard, Light Uray, banded pranitic Gneiss, medium-grained 24.0', open joint, steep dip 25 ,- | |||
NX 27.8' to 28.0", med hd,dk gy hbn 81 gneiss, mod weatr 60 29.2' to 36.4', sev weath granitic gneiss | |||
-J29. | |||
30... 36.4' to 62.5', vsl weath (ggn) 766 42 35 | |||
:761 39.2', joint, steep dip, mica coated 4o - | |||
BflIRIO AhkP SAMPLING itKY A*TW D.13664 756 Page I of 3 COAX OflhLLINQ MCIO ASTM 0.61t) v-tNtrRATION 10 THE INUkMhI Or VLOW6 OF t40 LU, HAMMER TEST BORING RECORD FALLING 30 IN. AEOUIPED TO 0911V9I 1. IN. I.0. LAMPLKER q VORINa NO. SSF-6 1'ABLt, 14 Nm. | |||
;I UNDIGTUI"B(O SAMPLE - YeAYTr MO0CK JOINT OWRLLED DATE 4-11-79 L=LOW 011P 0-0 RtOCK CORt MiCOVPIRY -%< vWAEI TAAL&. I HR Joe N- Oconee N IrAOAROPIN P~tONLOII OF' OYIILLINO WATER* .4 %4W DIP 3z0~-60, Standby Shutdown Facility R.Qt2. ROCX( QUALITY~ OFW.0aNArION 5 OTCEP DAP 60.-6*O | |||
== | % a "r I m E F7. DmCnIPTION NIIIIhAAAK I 1., | ||
v . -Ul C-I--.iu * "021< | |||
Hard to Very Hard, Light Gray 40.95 to 41.1 ,med 'hd to hd,dk *f*, | |||
Granitic Gneiss, medium-grained 41.6' to 41.9' gy hbn gneiss, 45.21 to 46.2' s, weath 50.7' to 51 .3' 52.0' to 52.2' NX 52.5' to 52.7' A45 8-8 100 751 | |||
~~~449 50- 53.1' to 53.8', interlayered cr-gr ggn and hbn-bi gneiss 54.7', open joint,steel dip, mica NX coated 94 65, 575- 55.2' to 55.4'ý med hd hbn gneiss 74 1 55.6' to 55.7 57.9' to 59.2', small scale folding of hiotit 60 - 59,7' to 60.1l rich layers hd hbn gneiss, | |||
-4 59 736 61.1' to 61.9 sev weath biotitt zone 6~. Y 62.5' to 66.7', sev weath (ggn) | |||
Moderately Hard, Light to Medium NX 66.7' to 86.3', vsl weath to Gray, Biotite-rich Granitic Gnei $5, 95 unweath (ggn) | |||
: 65. medium-grained 56 73-1-68. 8' to 68.2', biotite-rich 66,7' layer Hard to Very Hard, Light Gray, 69.2' to 70.2' hd,dk gy hbn Granitic Gneiss, medium-grained 74.6' to 74.8'1 gneiss, med-gr, 75.2' to 75.6'1 sl weath 70- ý-169. | |||
7'2 6 76.4 , joint, steel dip, mica coated | |||
,79.61 to 79.8', biot.ite-rich NX layer '.98 99 75- 721 | |||
'79. | |||
80 SC'RING AND SAM4PLING LIKETS AA114 0-1164 771 6:ý Page 2 of '3 CORE DInILLING I4KCTO AOTU 0.1112 PC'tTRATION IS THCd NUMSftA OF 87-OWS Or IA0 LUR. HAP4MR TEST BORING RECORD 30 IN. A CQUIRED TO DAIVI IA IN. .0., SAMPLZR I! | |||
fALLINO SOSIIN NO. SSF-6 UNDISTURUID OA.4PLX ** WATIII TAGLIC. 24 Mrt. <J flOCK JOINT: | |||
DATC DRILLCO 4-1 1-79 5017, ROCK Cort, AtCOVISY -%.r_ WA'rR rAISLI. I NR. L=LOW DIP (>-30' Joe NO. Oconee N , ITANDAMD PENKTFATIONf.DI'Slt Of' OVIILLING WATtSt M =It oCIP 30'-60' Standby Shutdown Facility R.Q.t). ROCK OUA.L.ITY DFOICINAYION S =ITEErpDP 8-S-I l)O- | |||
cr DD4 D V¢IPT ION FIZZ WIN1-. fL 9. MKM ARKIII | |||
~5 0 v ! '~ - U A0 716 80.9' to 82.9' 82.4' to 83.1' pegmatite (quartz-4v- 84.2' to 85.1' Nx. feldspar-biotite) 00 '85.5, to 86.3' 97 82.,2' to 82.4', hbn gneiss 85-711 4-. 83.,' to 84.2', small scale fold, 86. | |||
Coring Terminated at 86.3' ing of hbn gneiss and granitic gneiss 85.i' to 85.5', interlayered hbn 706 gneiss and granitic gneiss 701 ID0.. | |||
696 691 110- | |||
'686 681 1215 XCRORIG ANO OAM.PLINO k!KC71$ AOTW C.' L54 676 Page 3 of 3 CORr L3VIILLING MEETS A*TW 0-1%t2 FltNXTRAfl0N 10 THE HUMIJE 0BLOW@ | |||
Oft OF (AO LU,ý HAMME4R TEST BORING RECOREL r&{LItNG 30 IN. REOQlIRIL YO DRIVIE 1.4 IN. 1.0, tAMPLKIM I FT. | |||
QAINQ No. SSF-6 UmOlITUANIID 5AIA7LXK ==WTIR TABLE. ItA HM, 41 M~OCK .JOINT DATE D.,ILLI 4-11-79 L =LOW Dir 0--30 307 MOCK COE,~ RECOVERY --- sWATXIq TABLE. I MRN JOB No. Oconee N- TANDARD trEN'ThATION -4LOPS OF D,'1ILLtNdd WATER ~ = rE0 DIP. 30-40. | |||
Standby Shutdown Facility R.OJ). M~OCK OLALITNY OPFI01NATION = 1ITIKP DIP~ 40190 | |||
== | e a qW | ||
%a Y~ | |||
'7. 0 L.M C V ITON Itilt MIN, ci.1V' I CIN Ali K 4 | |||
.AQ C 0 | |||
- I'~ mr'; - | |||
796 5 | |||
79 1 106 15. | |||
%781 20.- | |||
776 f | |||
25-26.2' to 35.6', mod to sl weath Car-bide 'Refusal at 26;.2;' .771 (ggn) 4.- | |||
Hard to Very Hard, Light Gray, -426. | |||
33.5', open joint, steep dip Banded Granitic Gneiss, 36.7', joint, steep dip, mica medium-grained coated | |||
: 30. - NX 51 7. | |||
36.53' 3:7 .3 ' to 36.6' hd,,dk gy Ihb4n | |||
'to 3715";! 'gneiýss, med-g~r, | |||
,to 43 .: s-1 wea.th "434. | |||
35 - | |||
761 36.6' to 55.2', sl to vs] weath (g9n) 40 _ | |||
i NORlING AND SAM.PLINGO WITS APTW 0i1904 756 Page I of 3 COREC OnfLLING MICITr AOTM bO-IT13 PENETRATION If THE MIUMIIM 0F SLCW8 OW IA0 L2l. HAMlMIER TEST BORING RECORD FALLING 30 ON. REQUIRED TO ORIVI 1.4 IN. lb.0 SAMPLCR i Mr PORING NO. S S-SP-7 UNOISYTUMS(O SAMfLK-t--YAT9f TAMLX. 14 HR. RlOCK JOINT DATK OMILLID 4-9-79 L.=Low Dip o-3o0 O R OCK CORE RECOVERIY -%.C,s'WATtfR TAXLE. I NR. | |||
J M, Oconee N ETANOARO PCHICTRATION -4 LOPI OF OrIILLING WATTA = Ago DIP 30-60' Standby Shutdown Facilit,' | |||
n.0,0, MOCK QUALITY DOVIINATION =STEEP Dip 40-60' | |||
como, VT. D0Ct l i"ION . %FZ .4t ILEI RRI~AARK a0 | |||
~40 - - | |||
NX: | |||
69 | |||
~ | |||
4n 45 46.6' to 478215 hd,dk gy hbn 48.3' to 48.5' gneiss NX 1100 88 50 -4 '49.2' to 50.4', interlayered hbn. gneiss and granitic gneiss 51.3' to 51.4' --- +53. | |||
52.9' to 53.2' I hd, dk gy hbn 5.5- 53.8' to 54.01 gneiss Medium'Hard' Dark Gray Hornblende 54.7' to 54.9' Gneiss, medium-to coarse-grained 58.5' to 58.9' severely weathered qX '67. 0' to 67.3" 57.2' 9r6 72 Hard to Very Hard, Light Gray, Granitic Gneiss, medium-grained | |||
*60 - | |||
6o.8' Very Hard, Light Gray Granitic Gneiss, coarse-grained, pegmatitic 7 in places 03. | |||
6,5 -w Hard to Very Hard, Light Gray Granitic Gneiss, medium-grained N1X I:00 o. | |||
.0 70_- Very Hard , Light Gray Granitic Gneiss, medium-to coarse-grained 72 75z5' NX: | |||
77.5' to 80.8', hd,dk'gy, Slard to Very Hard, Dark Gray hbn gneiss, 77 LHornblende* Gneiss, medium to feldspar(?) | |||
!coarse -grained with interlayered porphyroblasts Light Gray Granitic Gneiss ACIAINQ AND IA14PLINO k!IKTI AP1W 0.1904 716 Page 2 of 3, CORI DOnILLINQ WI'CTI ANTM D0.1113 prtETRA1tON 10 tI[ MUk4ER OF %LOWd OF 140 L;1. 'HA46,41R TEST BORING RECORE FALLINGO 0 IN. MKQUI C0 T0 O RIV " .4 I N, ID. %AMPLKRt I rF. | |||
&optima No. SSF-7 | |||
< OCK JOINT UNIDrITUrItO GANP1PLK - WATIln TARLI, 104 Kn. | |||
DATI DMI,.LLD 4-9-79 M ~OCK. | |||
CO C Mar-o~dY V - -WATtR TAILK, ¶ HA. L =LOW DIP o-sO, JOB NO. Oconee N sTANDAKO INI(TRATION .'cLOOS OFW DRILLING WATIC P. =WCO, D4to IP- 30*--,0* | |||
Standby Shutdown Fac ity R.OD. MOCK( QUJALITY DVfflONAYION SSI = alki'*l az.Dp*~0DI. slO.--tO" | |||
== | cook k FTH % 6 TIMW D0C:F h"TION OUR WIN. CLIV. | ||
80- Hard to Very Hard, Light Gray U*¸ | |||
* I i ...... H. * , | |||
:OU'., O :81.5' to68l.6'L bibtite-rich 71:6 to 83.3'J layers Hard to Very Hard, Light Gray .83.1' Granitic Gneiss, medium-grained 84,3' to 84.6, g 85.0' to 85.2 hbn gneiss NX 74 86.7' 71 1 Very Hard, Light Gray Granitic* | |||
Gneiss, coarse-grained L 87.3*'3) 8.7".,6" joihts,steep dips, mica coa ted | |||
. - 14 90- Coring Terminated at 89.1' Subhorizontal joints are parallel -189. | |||
,to dominant fpliation and moderately close to closely spaced 95 - | |||
701 100-gf 105_ 696 II0-ii. | |||
i: | |||
*115-68'1 i, | |||
120-BORING AND SAMPLIO V KKTS A.PTW 0.1064 676 Page 3 of 3 COf4C OPTILI.INQ WtI-TI A&TIM D.1131 PENKIMATION 16 THr. NUMSlKM Or BLOW4 OF 140 LID. HAMPMIR TEST BORING RECORD FALLING 30 IN. RrGU6REO YO DRIVI 1-4 IN. I,0. BAMPLMIR FT. | |||
BORIN,* NO SSF-7 P;.4UNDISTVA290 VAMPLX7 -WATrI1 TAOLC. 1A Mnf. ,41 .. 4-9-79 nOCK .iOINTi, OATIK DRIILL ROCIC CORI -%,C" WATKR TAXLI. MR. L=LOW DIP C-20' 1$17 RICOVINY "o. NO. Oconee N STANDARD PtNKT RATION .4L09141 OF' DnLLINO WATIER =Mgoý Dil- 30-4O' Standby Shutdown Facilit, R,10D. ROCX OUALITY 001.IDN0ATION = STIEVP DIP 11O-00 | |||
COpt K 7.T. D LMnflPTION | |||
% & IW 0111 WdIN. ELKY. RKMAAK8 | |||
:n ~oD I | |||
Th | |||
.796 5-- | |||
786 2:0-- | |||
78 1 776 It 25- Car-bide Refusal II I at 25-11I ' | |||
Hard, Light Gray, Banded Granitic 771 25.1' to 39.3", mod (99n) to sl wea th Gneiss, medium-grained NX 83 36 | |||
.27.1' to 27"3' 27.5' to 27.6' --- 12 5 30- 27.7' to 2' sf to mod hd, dk 766 gy hbn gneiss, | |||
: 32. 0' to 32.1 334, sev weath 32.8' to 334.' | |||
34,3* | |||
34,1' to NX 62 35..- | |||
7M-] 39.3' to 39.5 mod to.mod hd, 40.2' to 40.4' dk gy hbn gneiss,. | |||
:1 sI weath SORlING AND SAM PLING W.IZKTI A*TM 0.1554 756 Page I of 2 COREC 011ILLINO WE"$S ANY" 0-111D PEtWTAATION 10 TI4E NUMIKSA OP1 *LOW& OF 140 LV. NdNMrP TEST BORING RECORE frAL.LINO 30 IN. MIRKUIREO TO OAIV~f I.4 IN. I.D. GAMPLKUl I IT, | |||
,OMNQ NO. SSF-7A 1JNDIRTURISFI 9AhdPLX _WA¶KR TABLE, 24 HNI. *< nO001 .JOIUc OATS ORILLXO I5017'o. SOCX. COttopy -LOSY%.-..*WATER TAXLK. I V4R. L =LOW DIP 0-30' Joe No, Oconee N .STANDARD rrVKTRAYIOH _;OS1_1,11O DIIILLINO WATIR A= WED.~ DIP 30-401 Standby Shutdown Facilit ROQD. RIOCKC OtALITY DFOICaNATION =STEEKP DIP 116-tDw | |||
coo K OW171 % & TIM9 FT. D"1-ION PIZIC WNH tLKY. 1lIMAPRKIO *ao L - | |||
'4U~ u 1 40.8' to 41 .0 mod hd, dk gy h br 43.3' to 43.6 gneiss, sl to moc | |||
: 46. 1' to 47 .0 weath | |||
.NX 00o 93), | |||
45ý 48.2' to 48.4', biotite-rich layer 49.7' to 50.0', hbn gneiss 52.3', joints, steep dip, mica coated. 49 50~- :NX 51.5' to 51.6', hbn gneiss 100 53.0 to 53.7, hbn-bi gneiss K95; At 53.0' the hbn gneiss layers is ofset 1/4'' along a steeply dipping plane with several -453 5.s-: associated subparallel planes. | |||
The foliation is kinked or distorted between these planesý N:X 94, 82: | |||
.6r - | |||
54.5' to 54.9', biotite-rich layer, mod weath Very Hard, Light Gray, Granitic Gneiss, coarse-grained, pegmatite in places (qtz-feld-bi) 55.7' to 56.3' mod hd, dk gy hbi 56.6' to 57.4' gneiss, sev to 63 s! weath 657 | |||
.66..3' 65.3' to 65.6', med-gr granitic Very Hard, Light Gray, Banded NX gneiss Granitic Gneiss, medium-grained 96 66.4' to 66.5' coarse-gr biotit 81. | |||
69.5' to 70.2' rich zone, dis-rupted foliation 70ý.... | |||
4-Coring Terminated at 71.9' Subhorizontal joints are parallel to foliation and are. moderately close to closely spaced. | |||
80 | |||
-,.v ~ - - | |||
50'pING AND SAMpLING MIETSK¶ A*P1W P-11114 716 Page 2 of 2 C0'Ir rtIILLING MCKTB AAPYM D-1*iI PfNtTRATION 10 THI HUU*IR 07 ZLOW4 0F '40 L2. RAUMCP TEST BORING RECORC rALLINO 10 IN. PICOUIFIED TO DKIVE 14 IN. [.0. CAMP-LICK I . | |||
NORINIG No. 5Ff11K UNDIGIJ01111CO GAJ1L1 'WATIC TAPLK. 14 RP. <I nOCK( JOIN4T: | |||
DATW DKILL2D 5-14-78 so)1 ,0RCK CO_),P ),Xr0VICR -%< WATICA TANLI.I X L=LOW DIP' 0-30' Joe No, Oconee N - sANOAIRO IENXTPtAYION LOP6 0F OTIILL.INO WATRA IM = "tdo. oir 30*-60 Standby Shutdown Facil it Q,0D. ROCK QUALI.TY DrSIONAYrI0N S = STXKP- DIP 60'-*C | |||
C0"%,. | |||
% 6Tm FT. 0" Y%I PT IO N 9(21 WIN. TL.KV ItIMAMAKI . | |||
4Li,-- | |||
Carbide Refusal at 43.8' 43.8' to 63.8', vsl weath (ggn) 43, Hard, Light GrayfGranitic Uneiss, 45,4', open joint, steel dip 45 medium-grained 46.4' to 46.7', mod hd, dk gy hbn gneiss. | |||
. | ?7 NX 47.6', open joint, steep dip 47,8', fin-gr quartz vein 90 50 40.8' to 49.4', hd,. dk gy, | ||
'hbn gneiss, feeldsparý('?) | |||
po~rphy robl ast s 51.4' to 52.3', hbnh gnei.sS 55_ 52..8' to 52.9"bioti.te-ri' rch laye e 54.9' to 55.0'J sev -Weaýth 61 56.4' to 57.9', sev weath (ggn) | |||
NX 58.3' to 58.4, bi-hbn rich layer 60 81 61.0' to 63.1', med hd to hd, dk gy hbn gneiss, sev weath from 61.0' to 61.3' f | |||
67.6' to 67.,8, ' ;3 65 68,6' to 68.7'( bi-hbn rich 70.7' to 70.8' layers 71,2' to 71.41) | |||
NX 1.00 74.,0 to 74 7.1 small scale folding of 70 biotite-rich layers 72.5' 80.0.' to 80.1', bi-hbn rich layer, steep Very Hard, Light Gray Granitic _---*3 Gneiss, coarse-grained, pegmati-tic dip 75_ in places, foliation not very distinct 100 Subhorizontal joints parallel NX to foliation are moderately 86 93 close to closely spaced. | |||
80 Coring Terminated at 80,6' 30. | |||
I ..1W MOInHO AND @AMPtJ wt.t~v APTU 0.1004 Page I of I " | |||
coneI oniLLING MECT5 AdyM 0.11,; | |||
PENETPIATCON 19TIE4 NUMBIM Or IPLOW6 Or IAO 1.3. VNA"MMEF TEST BORING RECORD fALLtNG2 30 IN. REKQUIREDO TO OIRIV5 I.4 IN. 1.0, CAMPI..KA I PT. | |||
OMINa No0. SSF-8 UjNDIETURSUE 6A1JPLt- WYAT11M TABLX. 24 MR. -0 flOCK JOlMT: | |||
OATS ORILLID 4/17/79 | |||
'1ROCK CORt 1AICOVI(AY -.... ýWA~tMF TAALK. I MR. L =Low Dip c-so0 jog NO. Oconee N M = hICo. 010 30'-60. | |||
BANO.'.D rEVNETPATION 14Q LOIIS6 OF' OIILLING WATIM Standby Shutdown Facility ROD.E. RtOCK QUALITY DraiONATIoNS 3i = *Tt[I* | |||
7K rDir DI so'-s-@D i'-O | |||
. | |||
a crY* | |||
PT. H % & TIWIC bmsLrC IllIow SIZE WIN,11 C LKV, E AP KG R*M R 00 0 | |||
,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 756 Page I of 1 CORE oflILLING WErVT ARTIA 04I111 PEItYMA71ON IG IM( NUL4StA 0f 9LOW* OF 140 LM. HAMIERA TEST BORING RECORLC VALLING 30 IN. MKOUIRED To DAIVr 1- 141IN .P. CAMPLER I PrT. | |||
soRtiNO NO S-UMorsruptwro GAWPLT -'=VVATE1I TADLE. 14 HFR. < nOCK JOINT DATC DMILLXD .4/13/79 L =LOW DIP O--)0' 5+1 ROCK COME RECOVERY AE Y AALE. 1 HR. Joe NO. Oconee | |||
=-4 Iiro. DIP y0-4-l N -STANDARD rINETRATION I 'LOftb OF OrIILLING WATIR Standby Shutdown Facdll t SIT09p. DIP 500--mo R.O.D. ROCK OUALITY 111.1IMMAYION}} | |||
Latest revision as of 16:03, 21 March 2020
| 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 19.61 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 748.05 DATE COMPLETED: 5/5/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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 2 +/-o- >. w0 E Oz.j applies only at the location of this boring and at the time of drilling.
- 0. 2 O a-O Subsurface conditions may differ at other locations and may change at this z *z o2.>- ) with the passage locationconditions of time. The data presented is a simplification of
-J < actual encountered.
DESCRIPTION
- DESCRIPTION ]REMARKS REA K
*A* *
- .Uz)
Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 7431.05 5-
!L Orange brown micaceous SILT; saprolite Brown micaceous fine to medium SAND; saprolite 4 2.65 7381.05 10-Orange brown micaceous SILT; saprolite Brown micaceous SILT; saprolite 4 2.6 Orange brown micaceous SILT; saprolite 7333.05 15-Y 4 2.5 7281.05 20-4 2.8 Brown micaceous SILT; saprolite 72ý3.05 25-4 4 2 2 2
.05 30 Boring Terminated at 30 feet
'U 0) NOTES: LOG OF BORING GP-1 L ENGINEERING - TESTING Sheet 1 of I ENVIRONMENTAL SERVICES
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 19.61 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'32.89' DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'47.36" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 750.87 DATE COMPLETED: 5/5/08 DATUM: MSL LOGGED BY: S. Dacus STRATA WLL -r 0z i- z DESCRIPTION DETAILS WELL CONSTRUCTION DETAILS _______ >- wD aCO __ __ _0 jW LU H 0.00 1 GS 748.05 PROTECTIVE CASING Diameter: Type: Interval: Drilling location had been vacuum RISER CASING excavated to a depth of 8 feet below ground -5 Diameter: 0.75 inch surface Type: PVC Interval: 2.82 ft ALS to 15 ft BLS Orange brown GROUT micaceous SILT; Type: Granular Bentonite saprolite 10 Brown micaceoug fine Interval: GS to 13 ft to medium SAND, saprolite Orange brown 13.001 BS 735.05 SEAL micaceous SILT; Type: 15.00] TSC 733.05 Interval: FILTERPACK Type: #1 Sand Interval: 13ftto3Oft SCREEN Brown micaceous SILT; saprolite Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15ftto3Oft LEGEND a FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG 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
$68itfmE Boring Number: GP-1 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 18.26 ft BLS PROJECT LOCATION: Seneca, South Carolina DATE COMPLETED: 5/5/08 GROUND SURFACE ELEVATION: 747.56 S&ME DATUM: MSL DRILLING CONTRACTOR: WEATHER: Sunny DRILLER: A. Jennings DRILLING METHOD: Direct-Push LOGGED BY: S. Dacus SAMPLING METHOD: Macro-Core n* -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 0-* 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.
- a_
0 w _ _ _ __ _ _ _ _ _ __ R __ K __ _ __ _ DESCRIPTIONRE A K
-+---+/- F I 747.56 U Drilling location had been vacuum excavated to a depth of 8 feet
.742.56 below ground surface
-1.-I~ t ~1 Brown micaceous silty fine to medium SAND, saprolite 4 4 -737.56 - 1 1 . 1 Orange brown micaceous SILT; saprolite
-F-F I t~I 'I t t t I 4 2.9
-732.56 Brown micaceous silty fine to mediumSAND; saprolite Brown micaceous SILT: saorolite 4 3.1 727.56 4 3.6 Brown micaceous silty fine to medium SAND, saprolite
-722.56 4 3.55 S 2 0 717.56 MI 4- i Boring Terminated at 30 feet I-NOTES:
LOG OF BORING GP-2 Z ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
Sheet 1 of I COMPLETION REPORT OF TEMPORARY WELL No. GP-2 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 18.26 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'33.70' DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'46.82 DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 750.29 DATUM: MSL DATE COMPLETED: 515108 LOGGED BY: S. Dacus STRATA WELL a 0z
,Jo -' I_-_
0 DETAILS , u < WELL CONSTRUCTION DETAILS DESCRIPTION co 3 nu- Lu uJ >
-Lu 10 7 0.00 1 GS 1747.56 PROTECTIVE CASING Diameter:
Type: Interval: Drilling location had been vacuum excavated to a depth RISER CASING of 8 feet below ground Diameter: 0.75 inch 5 surface Type: PVC Interval: 2.73 ft ALS to 15 ft BLS Brown micaceous silty GROUT fine to medium SAND, Type: Granular Bentonite saprolite f 10 Orange brown Interval: GS to 13 ft micaceous SILT; saprolite 13.001 BS 1734.56 SEAL Brown micaceous silty Type: fine to mediumSAND, 15.001 TSC 732.56 Interval: saprolite 15 Brown micaceous FILTERPACK SILT; saprolite Type: #1 Sand Interval: 13 ft to 30 ft
-20 SCREEN Diameter: 0.75 inch Brown micaceous silty Type: PVC with Pre-packed Sand fine to medium SAND, Interval: 15ftto3Oft saprolite -25 LEGEND H
CD 0 FILTER PACK TOC TOP OF CASING 30 GS GROUND SURFACE Boring Terminated at BENTONITE 30 feet BS BENTONITE SEAL 0~ CEMENT GROUT BOC BASE OF OUTER CASING CD TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT z COMPLETION REPORT OF TEMPORARY WELL No. GP-2 W ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 WamNE Boring Number: GP-2 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 4 MMl W E S&ME Project No: 1264-08-195 Boring Number: GP-2 Sample No: 5 Depth (ft-bls): 24.0 - 28.0 Page 2 of 2
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-2 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 18.26 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'33.70' DRILLING CONTRACTOR: S&ME LONGITUDE: 82 053'46.82" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 750.29 DATE COMPLETED: 515108 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL T O 0 DESCRIPTION
- DETAILS L_.
U X WELL CONSTRUCTION DETAILS Co w. -D > U) Q W 0 7 0.00 GS 747.56 PROTECTIVE CASING Diameter: Type: Interval: Drilling location had been vacuum excavated to a depth RISER CASING of 8 feet below ground -5 Diameter: 0.75 inch surface Type: PVC Interval: 2.73 ft ALS to 15 ft BLS Brown micaceous silty GROUT fine to medium SAND;, Type: Granular Bentonite saprolite -10 Orange brown Interval: GS to 13 ft micaceous SILT; saprolite 13.00 BS 734.56 SEAL Brown micaceous silty Type: fine to mediumSAND;, 15.00 TSC 732.56 Interval:
-15 saprolite Brown micaceous FILTERPACK SILT; saprolite Type: #1 Sand Interval: 13ftto3Oft
-20 SCREEN Diameter: 0.75 inch Brown micaceous silty Type: PVC with Pre-packed Sand fine to medium SAND, Interval: 15ftto30ft saprolite -25 LEGEND H
(.9 E FILTER PACK TOC TOP OF CASING U0 *30 GS GROUND SURFACE Boring Terminated at BENTONITE 0, 30 feet BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT w z COMPLETION REPORT OF 0TEMPORARY H 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 Sd"'ME S&ME Project No: 1264-08-195 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 27.36 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 757.21 DATE COMPLETED: 5/6/08 DATUM: MSL - DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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>- LU0 "E" O . applies only at the location of this boring and at the time of drilling. Q. ED _W 0 -0 Subsurface conditions may differ at other locations and may change at this S >, C) *2 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-757.21 Ul-v 1 Ii
- Drilling location had been vacuum excavated to a depth of 8 feet
.752.21 5- below ground surface 4 0.85 -747.21 10-
-I. l~ 4 4 Brown micaceous sandy SILT; saprolite 0.5
-742.21 15-
-* 1 +/--1 4 2.85 737.21 20-Brown micaceous silty SAND;, saprolite 4 3.25
-732.21 25-4 3.8 Red brown micaceous silty SAND; saprolite X 4 3.15 .727.21 30-4 2.55 35- Brown micaceous silty SAND, saprolite
-722.21 o 4 2.55 o 4 3.4 o-717.21 40 Boring Terminated at 40 feet (n)
NOTES: (z LOG OF BORING GP-3 wZ ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1 4 3.4
COMPLETION REPORT OF TEMPORARY WELL No. GP-3 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 27.36 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'34.44' DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'46.22" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 757.34 DATE COMPLETED: 5/6/08 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 PROTECTIVE CASING 0.00 1 GS 757.21 Diameter: 0 Type: Interval: Drilling location had been vacuum excavated to a depth of 8 feet below ground -5 RISER CASING surface Diameter: 0.75 inch Type: PVC Interval: 0.13 ft ALS to 25ft BLS
-10 GROUT Brown micaceous sandy SILT; saprolite Type: Granular Bentonite Interval: GS to 23 ft
-15 SEAL Type:
Interval:
-20 Brown micaceous silty SAND, saprolite FILTERPACK 23.00 1BS 734.21 Type: #1 Sand Interval: 23 ft to 40 ft
-25 25.00 1TSC 1732.21 Red brown micaceous silty SCREEN SAND, saprolite Diameter: 0.75 inch Type: PVC with Pre-packed Sand
-30 Interval: 25 ft to 40 ft Brown micaceous silty SAND, saprolite -35 LEGEND H
CD CD EFILTER PACK TOC GS TOP OF CASING GROUND SURFACE U, BENTONITE BS BENTONITE SEAL a Boring Terminated at CEMENT GROUT BOC BASE OF OUTER CASING CD 40 feet TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT S COMPLETION REPORT OF TEMPORARY WELL No. GP-3 W, ENGINEEPJNG - TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project k68MftRE S&ME Project No: 1264-08-195 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
*6&ME Boring Number: GP-3 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 19.41 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 746.18 DATE COMPLETED: 5/5/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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. EE W 00 Subsurface conditions may differ at other locations and may change at this
< 0< : 0J
- 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 46.18 Li u +--I-1 + Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 741.18 5-4 2.6 7 36.18 10 Brown micaceous silty fine to medium SAND, saprolite 4 2.4 7 31.18 15 JJ Orange brown micaceous SILT; saprolite Brown micaceous silty fine to medium SAND, saprolite 4 2.8 7 26.18 20 Orange brown micaceous SILT; saprolite 4 3 7 21.18 25 Brown micaceous SILT; saprolite 4 2.3 Orange brown micaceous SILT; saprolite r 107 16.18 30 Brown micaceous SILT; saprolite / Boring 1erminated at 3U feet C' NOTES: LOG OF BORING GP-4 > ENGINEERING
- TESTING Sheet 1 of 1 ELi ENVRONMENTAL SERVICES
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-4 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 19.41 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'32.76' DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'46.52" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 748.86 DATUM: MSL DATE COMPLETED: 5/5/08 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 0
7 0.00 1GS 746.18 PROTECTIVE CASING Diameter: Type: Interval: Drilling location had been vacuum RISER CASING excavated to a depth of 8 feet below ground -5 Diameter: 0.75 inch surface Type: PVC Interval: 2.68 ft ALS to 15 ft BLS GROUT Type: Granular Bentonite Brown micaceous silty -10 Interval: GS to 13 ft fine to medium SAND; saprolite 13.00 BS 733.18 SEAL Type: Orange brown Interval: micaceous SILT; -15 15.00 1TSC 731.18 saprolite Brown micaceous silty fine to medium SAND, saprolite TV FILTERPACK Type: #1 Sand Interval: 13ftto3Oft Orange brown micaceous SILT; saprolite IT -20 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15 ft to 30 ft Brown micaceous -25 SILT; saprolite LEGEND Orange brown (.9 ui micaceous SILT; DFILTER PACK TOC TOP OF CASING saprolite -30 GS GROUND SURFACE BENTONITE BS BENTONITE SEAL 0~ Brown micaceous U) SILT; saprolite ]CEMENT GROUT BOC BASE OF OUTER CASING Boring Terminated at TSC TOP OF SCREEN 30 feet
- CUTTINGS / BACIKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT 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 1W N IME Boring Number: GP-4 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 46&tM-OWE Boring Number: GP-4 Sample No: 5 Depth (ft-bls): 24.0 - 28.0
.... No.Depth
- 6. ( 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 23.48 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 750.93 DATE COMPLETED: 5/6/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core This log is part of the report prepared for the named project and should be Mu L LU>- LU 'o E VZ"read "' .5. appliestogether only atwith the that report location for complete of this interpretation. boring and This at the time of summary drilling, Z a- 0- 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
< < 0 O > > LU actual conditions encountered.
2 0 0 uJ 0 C _ I I DESCRIPTION REMARKS 750.93 Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 745.93 5-1 0 No recovery 4 4 3.15 3.1 740.93 10-11 Orange brown micaceous sandy SILT; saprolite 735.93 15-4 2.65 Brown micaceous silty SAND, saprolite 730.93 20-y- 4 3.3 I Orange brown micaceous silty SAND; saprolite r 725.93 25-4 2.65 4 3.3 720.93 30- Brown micaceous silty SAND, saprolite 4 3.6 F- 715.93 35-4 ~ Boring Terminated at 36 feet C') NOTES: zo LOG OF BORING GP-5 0ý 11 ENGINEERING ENVIRONMENTAL* TESTING SERVICES Sheet 1 of 1
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-5 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 23.48 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'33.48 DRILLING CONTRACTOR: S&ME LONGITUDE: 82 053'45.93" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 753.36 DATE COMPLETED: 5/6/08 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL - o o D0 P DETAILS -_ u < WELL CONSTRUCTION DETAILS DESCRIPTION - - _0 40 __ LU 0 H1 0.00 1GS 750.93 PROTECTIVE CASING Diameter: Type: Interval: Drilling location had been vacuum excavated to a depth of 7 feet below ground RISER CASING surface -5 Diameter: 0.75 inch Type: PVC No recovery Interval: 2.43 ft ALS to 21 ft BLS Orange brown GROUT micaceous sandy -10 SILT; saprolite Type: Granular Bentonite Interval: GS to 19 ft SEAL
-15 Type:
Interval: Brown micaceous silty SAND, saprolite 19.001 BS 1731.93 FILTERPACK
-20 Type: #1 Sand 121.00 1TSC 1729.93 Interval: 19 ft to 36 ft Orange brown micaceous silty SCREEN SAND, saprolite -25 Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 21 ft to 36 ft Brown micaceous silty -30 SAND, saprolite LEGEND I-0 D FILTER PACK TOC TOP OF CASING GS GROUND SURFACE
-35 BENTONITE BS BENTONITE SEAL
]CEMENT GROUT BOC BASE OF OUTER CASING Boring Terminated at TSC TOP OF SCREEN 36 feet ]CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG 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
$6&ME Boring Number: GP-5 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 14.85 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.75 DATE COMPLETED: 5/5/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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 UJ 0 > D _ RK U) DESCRIPTION REMARKS 736.75 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731.75 5-
.t I~ r r Brown micaceous clayey sandy SILT; saprolite 4 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 _v t-f f Boring Terminated at 20 feet C') NOTES: (9 LOG OF BORING GP-6 z ENGINEERING
- TESTING Sheet 1 of 1 w ENVIRONMENTAL SERVICES
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-6 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 14.85 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'31.71" DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'44.01" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 736.73 DATE COMPLETED: 5/5/08 DATUM: MSL LOGGED BY: S. Dacus STRATA z WELL - o o _j z DETAILS oW . WELL CONSTRUCTION DETAILS DESCRIPTION co - ( w iiij PROTECTIVE CASING 0.00 GS 736.75 Diameter:
+-j-0 Type:
Interval: 3.00 BS 733.75 RISER CASING Drilling location had Diameter: 0.75 inch been vacuum excavated to a depth Type: PVC of 8 feet below ground 5.00 TSC 1731.75 Interval: 0.02 ft BLS to 5 ft BLS surface -5 GROUT Type: Granular Bentonite Interval: 0.52 to 3 ft Brown micaceous clayey sandy SILT; SEAL saprolite Type: 10 Interval: FILTERPACK Orange brown clayey Type: #1 Sand SILT; saprolite Interval: 3 ft to 20 ft 15 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 20 LEGEND H Boring Terminated at 0 0 20 feet DFILTER PACK TOC TOP OF CASING GS GROUND SURFACE U) E BENTONITE BS BENTONITE SEAL 0~ - CEMENT GROUT BOC BASE OF OUTER CASING 0 TSC TOP OF SCREEN UR CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH _ STATIC WATER LEVEL CG CEMENT GROUT 0 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 SNl'amE S&ME Project No: 1264-08-195 Boring Number: GP-6 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 12.9 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 735.99 DATE COMPLETED: 5/6/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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 0 E z applies only at the location of this boring and at the time of drilling. a- - 0- C 0 n- 0M Subsurface conditions may differ at other locations and may change at this
) g* 2> location with the passage of time. The data presented is a simplification of a > ' > w.1 0 actual conditions encountered.
V) DESCRIPTION REMARKS 735.99 n)+ 4-- 4 2.5 730.99 5-4 3.3 Brown micaceous silty SAND, saprolite 4 2.8 725.991 10-y 4 4 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 Z ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-7 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 12.9 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34°47'32.61' DRILLING CONTRACTOR: S&ME LONGITUDE: 82 0 53'44.42" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.41 DATE COMPLETED: 5/6/08 DATUM: MSL LOGGED BY: S. Dacus STRATA WELL -r 0z DESCRIPTION * ' DETAILS W < WELL CONSTRUCTION DETAILS D I UF- - -J
- 0) 0 W PROTECTIVE CASING 0 0.00 1.GS 1735.99 Diameter:
Type: Interval: I"", 3.00 BS 1732.99 RISER CASING Diameter: 0.75 inch Type: PVC Interval: 2.42 ft ALS to 5 ft BLS
-5 5.00 1TSC 1730.99 Brown micaceous silty GROUT SAND, saprolite Type: Granular Bentonite Interval: GS to 3 ft SEAL Type:
-10 Interval:
FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft Red brown micaceous clayey silty SAND, saprolite
-15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft Brown micaceous silty SAND;, saprolite 20 LEGEND I- Boring Terminated at (0.
20 feet E FILTER PACK TOC TOP OF CASING Cn GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF o0 TEMPORARY WELL No. GP-7 W ENGINEERING . TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 10.14 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.24 DATE COMPLETED: 5/11/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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. L_ a- a-_ n J Subsurface conditions may differ at other locations and may change at this
>m H
o > 3 <ow (o o< 2 location with the passage of time. The data presented is a simplification of actual conditions encountered. (n _ _I DESCRIPTION REMARKS 736.24 ij Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731.24 5-
-Y
-I ~rI Brown micaceous sandy SILT; saprolite 4 4 726.24 lIU
,v I- F-4 4 721.241 15- Brown sandy clayey SILT; saprolite 4 4 716.24 A~ +-I 1 4 Boring Terminated at 20 feet I-NOTES:
LOG OF BORING GP-8 z
> NGINEERING - TESTING Sheet 1 of I EVRNETLSRIE WNvRNETLSRiE
COMPLETION REPORT OF TEMPORARY WELL No. GP-8 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 10.14 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'33.40" DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'44.77" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.83 DATE COMPLETED: 5/1/08 DATUM: MSL LOGGED BY: S. Dacus STRATA WELL CONSTRUCTION DETAILS PROTECTIVE CASING Diameter: 0 Type: Interval: RISER CASING Drilling location had Diameter: 0.75 inch been vacuum excavated to a depth Type: PVC of 8 feet below ground Interval: 2.59 ft ALS to 5 ft BLS surface 5 GROUT Type: Granular Bentonite Interval: GS to 3 ft Brown micaceous SEAL sandy SILT; saprolite Type: 10 Interval: FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft Brown sandy clayey 15 SCREEN SILT; saprolite 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 TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF $S&ME 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 6&MEhli Boring Number: GP-8 lw&/ Sample No: 1 Depth (ft-bls): 8.0 - 12.0 Sample No: 2 Depth Sth WR (gt-bls): 12.0 - 16.0 Sampe N:3 ept (ftbls: 160 -20. Page 1 of I
Sheet 1 of 1 LOG OF BORING NO. GP-9 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.98 ft BLS PROJECT LOCATION: Seneca, South Carolina DATE COMPLETED: 4/29/08 GROUND SURFACE ELEVATION: 736.35 DATUM: MSL DRILLING CONTRACTOR: S&ME DRILLER: A. Jennings WEATHER: Sunny LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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 LW0o " Z OE- applies only at the location of this boring and at the time of drilling. z L 0 0*M Subsurface conditions may differ at other locations and may change at this L< 2 Sz < ",-_ 2 location with the passage of time. The data presented is a simplification of EL . actual conditions encountered. D I _ U _ _ _ _ R CnDESCRIPTION REMARKS 736.35 Drilling location had been vacuum excavated to a depth of 7.3 feet below ground surface
-731.35 5-0.7 0.4 Orange brown clayey SILT; saprolite Brown micaceous fine sandy SILT; saprolite 4 4 726.35 10-I Orange micaceous clayey SAND, saprolite 4 4 721.35 15-Brown micaceous silty SAND, saprolite 4 4 716.35 20-Boring Terminated at 20 feet I-V)
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 WATER LEVEL: 6.98 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'35.06" DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'45.51' DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.54 DATE COMPLETED: 4/29/08 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: Granular Bentonite Interval: 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 FILTER PACK TOC TOP OF CASING U) GS GROUND SURFACE BENTONITE BS BENTONITE SEAL En CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT w 0 0 COMPLETION REPORT OF z 0 TEMPORARY WELL No. GP-9 ENGINEERING - TESTING 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.53 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.70 DATE COMPLETED: 4/29/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings
*LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core
[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 __ -- --COL Subsurface conditions may differ at other locations and may change at this S,*O o location with the passage of time. The data presented is a simplification of
< 5 , 0a > > actual conditions encountered.
U) _DO DESCRIPTION REMARKS 736.70 Drilling location had been vacuum excavated to a depth of 7.3 feet below ground surface 731.70 5-0.7 0.4 Brown micaceous sandy SILT; saprolite 4 4 726.701 10 Orange brown clayey SILT; saprolite Brown micaceous fine sandy SILT; saprolite Orange micaceous clayey SAND; saprolite 4 4 Quartz fragments 721.701 15 Brown micaceous silty SAND; saprolite Boring Terminated at 18 feet 0 (i Od NOTES: U LOG OF BORING GP.-10 z z> zu ENGINEERING ENVIRONMENTAL . TESTING SERVICES Sheet 1 of 1
COMPLETION REPORT OF TEMPORARY WELL No. GP-10 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.53 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'35.91 DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'45.87' DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.84 DATE COMPLETED: 4/29/08 DATUM: MSL LOGGED BY: S. Dacus STRATA WLL 0- 0z 0 I DETAILS H-WL WELL CONSTRUCTION DETAILS DESCRIPTION D H DD W W
>- w- _j -j U)0 u i [ 0 H 0.00 1GS 736.70 PROTECTIVE CASING Diameter:
Type: Interval: Drilling location had RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth Type: PVC of 7.3 feet below V ground surface Interval: 2.14 ft ALS to 8 ft BLS
- 5 6.00 BS 730.70 GROUT Type: Granular Bentonite Interval: GS to 6 ft 8.00 TSC [728.70 Brown micaceous sandy SILT; saprolite SEAL Orange brown clayey Type:
SILT; saprolite -10 Interval: Brown micaceous fine sandy SILT; saprolite Orange micaceous FI LTERPACK clayey SAND, saprolite Type: #1 Sand Interval: 6ftto 18ft Quartz fragments
-15 SCREEN Brown micaceous silty Diameter: 0.75 inch SAND, saprolite Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft Boring Terminated at 18 feet LEGEND I-0 0
E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE (I) BENTONITE BS BENTONITE SEAL 0~ CEMENT GROUT BOC BASE OF OUTER CASING 0 TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT U) 0 0 COMPLETION REPORT OF z 0 A-
#S&ME ENG ERINg,-
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
**ME 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 5.76 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.16 DATE COMPLETED: 4/30/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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. W _ 3 O 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 <>C >0 o Z > ,,, actual conditions encountered. < RMK U) DESCRIPTION REMARKS t*
736.16 Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 731.16 5-1 0.75 Brown micaceous sandy SILT; saprolite 4 3 726.161 10-Brown micaceous clayey sandy SILT; saprolite 4 4 721.161 15-2 2.2 Boring Terminated at 18 feet 0-qD OL NOTES: LOG OF BORING GP-11 z
> ENGINEERING - TESTING Sheet 1 of 1 ENVIRONMENT1AL SERVICES
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-1 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 5.76 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'36.81" DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'45.87 DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.32 DATE COMPLETED: 4/30/08 DATUM: MSL LOGGED BY: S. Dacus I STRATA WELL 0o z0 DESCRIPTION D IDETAILS N o -D W , , WELL CONSTRUCTION DETAILS
>- w_ - j PROTECTIVE CASING i-+ 0.00 1 GS 1736.161 Diameter:
0 Type: Interval: Drilling location had RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth y of 7 feet below ground Type: PVC surface Interval: 2.16 ft ALS to 8 ft BLS 5 6.00 BS 730.16 GROUT Brown micaceous Type: Granular Bentonite Interval: GS to 6 ft sandy SILT; saprolite 8.00 TSC 728.16 SEAL Type: 10 Interval: FILTERPACK Brown micaceous Type: #1 Sand clayey sandy SILT; Interval: 6ftto 18ft saprolite 15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft Boring Terminated at 18 feet X LEGEND E FILTER PACK TOC TOP OF CASING GS GROUND SURFACE I BENTONITE BS BENTONITE SEAL
] CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CD ]CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT W
COMPLETION REPORT OF TEMPORARY WELL No. GP-1 1 W ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project $68mE S&ME Project No: 1264-08-195 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
Sheet 1 of 1 LOG OF BORING NO. GP-12 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.23 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.26 DATE COMPLETED: 4/30/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 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 _ 0 E z -- applies only at the location of this boring and at the time of drilling.
- a-_ _Oa -O 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 _Dw 0 91 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 2.8 726.261 10-Brown micaceous sandy SILT, with quartz fragments; saprolite 4 4 721.261 15-2 2 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 WATER LEVEL: 6.23 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34 047'37.199" DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'44.89' DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.33 DATE COMPLETED: 4/30/08 DATUM: MSL LOGGED BY: S. Dacus STRATA WELL - 0 z0 0 DETAILS It w WELL CONSTRUCTION DETAILS DESCRIPTION m aw U/) 0 LU 0 H 0.00 1 GS 736.26 PROTECTIVE CASING Diameter: Type: Interval: RISER CASING Drilling location had Diameter: 0.75 inch been vacuum excavated to a depth Type: PVC of 8 feet below ground Interval: 2.07 ft ALS to 8 ft BLS surface 5 6.00 BS 730.26 GROUT Type: Granular Bentonite Interval: GS to 6 ft 8.00 TSC 1728.26 SEAL Type: 10 Interval: FILTERPACK Brown micaceous sandy SILT, with Type: #1 Sand quartz fragments; Interval: 6 ft to 18 ft saprolite 15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 8 ft to 18 ft Boring Terminated at 18 feet a LEGEND I-0 0 FILTER PACK TOC u TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL 0~ CEMENT GROUT BOC BASE OF OUTER CASING C, 0 TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT w E$=M 0 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 qvýE Boring Number: GP-12 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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 4.39 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.12 DATE COMPLETED: 4/30/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core W- - -7. This log is part of the report prepared for the named project and should be uo WI " 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 LO 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 U Drilling location had been vacuum excavated to a depth of 7 feet below ground surface
.731.12 5-1 0.42 Brown micaceous sandy SILT; saprolite i i i i i 4 3 726.121 10-Red brown micaceous clayey SILT; saprolite 4 4
-721.121 15-2 0 No recovery Boring Terminated at 18 feet I-U)
NOTES: 0 0z LOG.OF BORING GP-13 Z ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
COMPLETION REPORT OF TEMPORARY WELL No. GP-13 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 4.39 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'37.49 DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'43.88' DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.26 DATUM: MSL DATE COMPLETED: 4/30/08 LOGGED BY: S. Dacus STRATA WELL 0- 0z 0 0 DESCRIPTION D L WELL CONSTRUCTION DETAILS 0 0 W
- 10 7 0.00 1GS 736.12 PROTECTIVE CASING Diameter:
Type: Interval: Drilling location had RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth of 7 feet below ground Type: PVC surface Interval: 2.14 ft ALS to 8 ft BLS
-5 6.00 BS 1730.12 GROUT Type: Granular Bentonite Brown micaceous Interval: GS to 6 ft sandy SILT; saprolite 8.00 TSC 1728.12 SEAL Type:
-10 Interval:
Red brown micaceous clayey FILTERPACK SILT; saprolite Type: #1 Sand Interval: 6 ft to 18 ft
-15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand No recovery Interval: 8 ft to 18 ft Boring Terminated at 18 feet LEGEND I-ti 0
ui FILTER PACK TOC TOP OF CASING GS GROUND SURFACE ~0 BENTONITE BS BENTONITE SEAL 0~ CEMENT GROUT BOC BASE OF OUTER CASING 0 TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT z 0 ~TEMPORARY WELL No. GP-1 3 W 2ENGINEERING - TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 3.8 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.39 DATE COMPLETED: 5/1/08 DATUM: MSL DRILLING CONTRACTOR: S&ME DRILLER: A. Jennings WEATHER: Sunny Direct-Push LOGGED BY: S. Dacus DRILLING METHOD: SAMPLING METHOD: Macro-Core 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 0 "E 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.
< SDuizR-I* ,-I PTOJ R U)o DESCRIPTION -- REMARKS
+i i i +736.39 u v
736.39
+
T Drilling location had been vacuum excavated to a depth of 7 feet below ground surface 731.39 5-Brown micaceous sandy SILT: saorolite 4 4 7'26.391 10-Brown micaceous clayey SILT; saprolite 4 4 7'21.391 15-4 4 Tan micaceous clayey SAND 7'16.39 Boring Terminated at 20 feet I-CO NOTES: 0ý > ENGINEERING - TESTING Sheet 1 of 1 W ENVIRONMENTAL SERVICES
COMPLETION REPORT OF TEMPORARY WELL No. GP-14 Sheet 1 of 1 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 3.8 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'37.80' DRILLING CONTRACTOR: S&ME LONGITUDE: 82053'42.85" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.95 5/1/08 DATUM: MSL DATE COMPLETED: LOGGED BY: S. Dacus I STRATA WELL CONSTRUCTION DETAILS PROTECTIVE CASING Diameter: 0 Type: Interval: Drilling location had RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth of 7 feet below ground Type: PVC surface Interval: 2.56 ft ALS to 5 ft BLS 5 GROUT Type: Granular Bentonite Interval: GS to 3 ft SEAL Type:
-10 Interval:
Brown micaceous clayey SILT; saprolite FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft
-15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft Tan micaceous clayey SAND 20 LEGEND Boring Terminated at 20 feet FILTER PACK TOC TOP OF CASING GS GROUND SURFACE C/)
BENTONITE BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACIKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH 0~ _ STATIC WATER LEVEL CG CEMENT GROUT z COMPLETION REPORT OF 0TEMPORARY WELL No. GP-14 ENGINEERING - TESTING Sheet 1 of 1 _ENVIRONMENTALSERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project La& NIE S&ME Project No: 1264-08-195 Boring Number: GP-14 Sample*0 N-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: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 2.51 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION: 736.28 DATE COMPLETED: 5/11/08 DATUM: MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core (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- L 0 w W0 C_W E 2 _- applies only at the location of this boring and at the time of drilling.
. 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
< 0 >. § < w o actual conditions encountered.
(oU U . w o (UCf
< < ___w U) DESCRIPTION REMARKS
-I. l.-t -I + 736.28 liv f- i VI Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731.28 5-4 2.3 *726.281 10- Brown micaceous silty SAND, saprolite 4 4 Brown silty sandy CLAY; saprolite
*721.28 15-4 4 Tan micaceous silty sandy CLAY
____ ____716~ , ,v .281 20 Boring Terminated at 20 feet 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 WATER LEVEL: 2.51 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34047'38.10" DRILLING CONTRACTOR: S&ME LONGITUDE: 82 0 53'41.85" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 738.66 DATUM: MSL DATE COMPLETED: 5/11/08 LOGGED BY: S. Dacus STRATA z WELL T 001 DETAILS _ X WELL CONSTRUCTION DETAILS { DESCRIPTION CC F-
>- LwJ - J -j U) 0 W PROTECTIVE CASING 0 0.00 1 GS 1736.28 Diameter:
T Type: Interval: Drilling location had been vacuum excavated to a depth I""... 3.00 BS 733.28 RISER CASING Diameter: 0.75 inch Type: PVC of 8 feet below ground 5.00 TSC 1 731.28 Interval: 2.38 ft ALS to 5 ft BLS surface -5 GROUT Type: Granular Bentonite Interval: GS to 3 ft SEAL Brown micaceous silty Type:
-10 Interval:
SAND;, saprolite ..- FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft Brown silty sandy CLAY; saprolite
-15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft Tan micaceous silty sandy CLAY Z4 20 LEGEND Boring Terminated at (9
20 feet E FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT w COMPLETION REPORT OF I-0 TEMPORARY WELL No. GP-15 2ENGINEERING - TESTING WENAvRONMEMTAL SERVICES Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 a
,ýW Boring Number: GP-15 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 IDNo. Maniiest WASTE MANIFEST DDcum 3. S cit
- 3. Generator's Name and Mating Address N ~ k
- 4. Generators Phone, 4,'ameie ,5?11 e en, :5 6 % *
- 5. Transporter 1Company Name 6. USEPA ID Num1 A,State Transporters tD ISM -', ,DC
- 7. Transporter 2 Company Name Vge, 8.
C610 US EPA ID Number I9 / 2 B.Transporter1Phone C. State Traneporteres ID T O ( A7 /9, 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 fl&-
.LJL; 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. w I-G. Additional Descriptions for Materials Listed Above H. Handling Codes for Wastes Listed Above 0 0 15, Special Handling Instructions and Additional Information Z 0 z 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 1.\ f T S Pdnte*)yped Name r IJO%K-*'~),,. 18, Transporter 2 Acknowledgement of Receipt of Materials [Signature/
,tj k\
x'p'
' Month Day
.... ! IjsDate I*Year 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 mZ2002 [A LAAST.R0 (800) 621-5808 mv,.labelmaslei.com j @ e5eC55eOr.5e~l~l~ifd6' renrmaflEc~at5ee55
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
£BI LL .T 0 3&MEE COJNTR~cfl#. z~amen~at 15 5 T R1411 STRE ET
- 3~PfAR~TAlNBURG SC 29301, S I TE.z SMN: 33489 S 1,1 P 0C" G&- ME OICONEE NUCLEAR PLA~NT CUSCTOMER 2AV 24 4 6 TEL: ý4-574-2360i
ýTSTGMEJR P"AICIKUP PPIGE - 1 1C';
.RETUWý11 DA~TE OFF R-0`T J'RODUF'1 A* DESCRIPTION -E 1 L~N M;.OYor~PR
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2 O84A F E'11E R 4 Qj ievl 0~t7 A p12F$lA 1(04- (-YC0j k Y1 5t& (0o Vpi ý1d, jl1g# ~4HC IE fFa NT. r.*.Y 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 IF RadiologicalData for Job: 08-JAN-0002 - EEnergyz 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 specified
*AMMAGW IAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C.alculated MDA Reportinq Level MN54 < 3.525E+00 0.009E+00 3.525 No limits specified C058 < 4.688E+00 O.000E+00 4.688 No limits specified FE59 < 9.614E+00 0.000E+00 9.614 No limits specified C060 < 5.045E+00 0.OOOE+00 5.045 No limits specified ZN65 < 7.779E+00 0.OOOE+00 7.779 No limits specified NB95 < 4.846E+00 0.000E+00 4.846 No limits specified ZR95 < 7.244E+00 0.O00E+00 7.244 No limits specified 1131 < 5.662E+00 0.000E+00 5.662 No limits specified CS134 < 4.306E+00 0.000E+00 4.306 No limits specified CS137 < 4.164E+00 0.000E+00 4.164 No limits specified BALA140 < 5.728E+00 0.000E+00 5.728 No limits specified BE7 < 3.381E+01 0.000E+00 33.81 No limits specified K40 1.485E+02 2.710E+01 42.59 No limits specified H3GW I-RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter ArtivitIv - Frrnr C ll atel d M[ 13A Reportinq Level H3 < -1.64E+02 190 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 20 pH (field) SU 4.97 Oxidation Reduction Potential (ORP)(mV) 468 Temp Celcius (degrees C) 19.8 Turbidity (field) NTU 2.1 Dissolved Oxygen (mg/L) 1.63 Station: OCONEE Sample #: 28000019 Location: MW-RP02 Collection Date: 1/9/2008 08:50:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP02 ALPHAH-2P~~
20p GROSS A ALPH ERAN\ALYSIS PI0LC
-6 IEV OU~j ,ES) 7~7~- 7.....1 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 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-002 = 1 oEnergy. 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 2 i/ GR t Units: pCilliter Art-iwihi - I~rrnr (n'ýlofr'iI l ftAfA 12n n-rtinr I nn U L 1.
ýj I-.v~ t BETA 1.280E+00 3.990E-01 1.25 No limits specified QAMMAGW G
,AMMA GROUND WATER ANALYSIS HI .i6* nt*l;1;4 -
I"J V I L1 Activiti - Errnrl Calculated MDA ReportinQ Level MN54 < 5.470E+00 0.000E+00 5.470 No limits specified C058 < 5.434E+00 0.OOOE+00 5.434 No limits specified FE59 < 9.048E+00 O.000E+00 9.048 No limits specified CO60 < 5.552E+00 0.000E+00 5.552 No limits specified ZN65 < 9.869E+00 0.000E+00 9.869 No limits specified NB95 < 6.455E+00 0.000E+00 6.455 No limits specified ZR95 < 9.623E+00 0.000E+00 9.623 No limits specified 1131 < 7.812E+00 0.000E+00 7.812 No limits specified CS134 < 4.263E+00 0.000E+00 4.263 No limits specified CS137 < 4.393E+00 0.000E+00 4.393 No limits specified BALA140 < 9.209E+00 0.000E4-00 9.209 No limits specified BE7 < 3.858E+01 0.000E4-00 38.58 No limits specified K40 7.126E+01 1.940E4-01 37.84 No limits specified H3GW ___ [TRITIUMANALYSIS OF GROUND WATER-Units: pCi/liter At-iih, ( I I,, +*,4
+, K/Al'A D,.. - I.. I ..
H3 a Iw 188 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 60.6 pH (field) SU 6.09 Oxidation Reduction Potential (ORP)(mV) 285 Temp Celcius (degrees C) 19.05 Turbidity (field) NTU 13.1 Dissolved Oxygen (mg/L) .25 Station: OCONEE Sample #: 28000020 Location: MW-RP03 Collection Date: 1/9/2008 10:25:00 Type: BURIAL WELL ONS TUBE BURIAL I MW-RP03 ALPHAH20 P G]ROSS, ALPHA-WAT,_ER ,ANALYSIS (PICOCURIES)__ Units: pCi/liter Artivit - FIrrnr (7nir-"Inl I kllA Reportinq Level ALPHA 3.240E-01 2.OOOE-01 0,648 No limits specified BETAH2Q ]53ROSS BETA WATER ANALYSIS Units: pCi/liter Artivit\/ - Irrnr N/f1A Kl'IpAtnAd Reportinq Level BETA 7.380E-01 3.860E-01 1.25 No limits specified PAGE 2 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Radiological Data for Job: 08-JAN-0002 I oEnergy. Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000020 Location: MW-RP03 Collection Date: 1/912008 10:25:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP03 GAMMAYL_ AMMA GROUND WATER ANALYSIS Units: pCilliter Activity - Error Calculated MDA Reporting Level MN54 < 4.990E+00 0.000E+00 4.990 No limits specified C058 < 7.369E+00 0.000E+00 7.369 No limits specified FE59 < 1.292E+01 0.000E+00 12.92 No limits specified C060 < 5.851E+00 0.000E+00 5.851 No limits specified ZN65 < 9.463E+00 0.OOOE+00 9.463 No limits specified NB95 < 7.245E+00 0.000E+00 7.245 No limits specified ZR95 < 1.002E+01 0.000E+00 10.02 No limits specified 1131 < 8.731E+00 0.000E+00 8.731 No limits specified CS134 < 7.295E+00 0.000E+00 7.295 No limits specified CS137 < 6.523E+00 0.00OE+00 6.523 No limits specified BALA140 < 1.069E+01 0.000E+00 10.69 No limits specified BE7 < 6.252E+01 0.000E+00 62.52 No limits specified K40 6.958E+01 2.572E+01 85.50 No limits specified H3GW ]TRITIUM ANALYSIS OF GROUND WATER -1 Units: pCi/liter A..+.;+4 :,.... Il{ + A r K l AM
%,UV I - LiVIU 0 tdIuUd3UIVL¶ Reporting Level H3 < -7.92E+01 187 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 30.9 pH (field) SU 5.71 Oxidation Reduction Potential (ORP)(mV) 320 Temp Celcius (degrees C) 19.17 Turbidity (field) NTU 16.2 Dissolved Oxygen (mg/L) 2.02 Station: OCONEE Sample #: 28000021 Location: A-1 Collection Date: 1/9/2008 08:15:00 Type: CTP GWATER ONS GROUND WATER PROTECTIC )N PROGRAM /A-1 AKMMAGWI *. GAMMA GROUND WATER ANALYSIS - j .-
- 77" 7.--
Units: pCi/liter Ar-fi\if\t - Prrmr t ln" lofnthri hARA Dn rin I -- l No limits specified MN54 " 4.477E+00 0.OOOE+00 4.477 No limits specified C058 " 4.308E+00 0.000E+00 4.308 No limits specified FE59 < 8.662E+00 0.000E+00 8.662 No limits specified C060 < 5.106E+00 0.OOOE+00 5.106 No limits specified ZN65 < 9.882E+00 0.000E+00 9.882 No limits specified NB95 < 5.298E+00 0.OOOE+00 5.298 No limits specified ZR95 < 7.339E+00 0.OOOE+00 7.339 No limits specified 1131 " 5.329E+00 0.OOOE+00 5.329 No limits specified CS134 " 4.850E+00 0.OOOE+00 4.850 No limits specified CS 137 < 4.133E+00 0.000E+00 4.133 No limits specified BALA140 < 5.816E+00 0.000E+00 5.816 No limits specified BE7 < 3.908E+01 0.000E+00 39.08 No limits specified K40 5.424E+01 2.740E+01 47.07 Nolmt! pcfe PAGE 3 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-0002 I EEnergy. Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000021 Location: A-1 Collection Date: 119/2008 08:15:00 Type: CTP GWATER ONS GROUND NATER PROTECTION PROGRAM I A-1 H3GW ]TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A ('fil-,, + At,h/nA Reporting Level H3 2.120E+03 7.696E+01 159 No limits specified Field Parameters Elevation (ft (msl)) 793.44 Spec. Cond. (field) micromhos/cm 181 pH (field) SU 6.51 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 18.07 Turbidity (field) NTU 3.5 Dissolved Oxygen (mg/L) N/A Station: OCONEE Sample #: 28000022 Location: A-2 Collection Date: 118/2008 11:30:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM I A-2
*AMMAGW ] 6AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C alculated MDA Reportingq Level MN54 < 3.816E+00 0.000E+00 3.816 No limits specified C058 < 4.121E+00 0.000E+00 4.121 No limits specified FE59 < 7.906E+00 0.OOOE+00 7.906 No limits specified C060 < 4.685E+00 0.000E+00 4.685 No limits specified ZN65 " 8.915E+00 0.OOOE+00 8.915 No limits specified NB95 < 4.670E+00 0.OOOE+00 4.670 No limits specified ZR95 " 7.030E+00 0.OOOE+00 7.030 No limits specified 1131 < 4.336E+00 0.OOOE+00 4.336 No limits specified CS134 < 3.833E+00 0.000E+00 3.833 No limits specified CS137 < 3.737E+00 0.OOOE+00 3.737 No limits specified BALA140 < 5.396E+00 0.OOOE+00 5.396 No limits specified BE7 < 3.168E+01 0.OOOE+00 31.68 No limits specified K40 < 5.260E+01 0.OOOE+00 52.60 No limits specified Units: pCi/liter A 4 _ C . r ., i.+ ,4A RAMA ,3 1WvILV - L.IftJ VXHVjUI L U L"Vw I H3 4.890E+02 5.590E+01 158 No limits specified Field Parameters Elevation (ft (msl)) 793.31 Spec. Cond. (field) micromhos/cm 126 pH (field) SU 6.37 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 19.38 Turbidity (field) NTU 1.6 Dissolved Oxygen (mg/L) N/A PAGE 4 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke ... Radiolog ic Data for Job: 08-JAN-O00821 oEnergy. 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
*3AMMAGW,..: ,G.KAMAGROUND WATEANALYSIS".............
Units: pCi/liter A,+i~,ih, - Prrnr ('rIr.,,lltD4 Ai, I .- I No limits speifieJ MN54 < 3.725E+00 0.000E+00 3.725 No limits specified C058 " 3.280E+00 0.000E+00 3.280 No limits specified FE59 " 7.750E+00 0.000E+00 7.750 No limits specified C060 < 3.565E+00 0.000E+00 3.565 No limits specified ZN65 < 8.858E+00 0.000E+00 8.858 No limits specified NB95 < 4.100E+00 0.000E+00 4.100 No limits specified ZR95 " 6.422E+00 0.000E+00 6.422 No limits specified 1131 < 4.284E+00 0.OOOE+00 4.284 No limits specified CS134 " 3.787E+00 0.000E+00 3.787 No limits specified CS137 < 3.455E+00 0.000E+00 3.455 No limits specified BALA140 < 5.648E+00 0.000E+00 5.648 No limits specified BE7 < 3.182E+01 0.000E+00 31.82 No limits specified K40 " 6.517E+01 0.000E+00 65.17 No limits specified H3GW h IRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arftiitwi -. :rrnr (.rlil Infori hAnA Reporting Level H3 1.740E+02 5.100E+01 158 No limits specified Field Parameters Elevation (ft (msl)) 800.08 Spec. Cond. (field) micromhos/cm 53.2 pH (field) SU 5.41 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 18 Turbidity (field) NTU 1.51 Dissolved Oxygen (mguL) N/A 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 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-0002 oEnergy. Report Generated: 2/4/2008 11:23:32 Station: OCONEE Sample #: 28000024 Location: A-9 Collection Date: 1/7/2008 13:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-9 H3GW _ TRITIUM ANALYSIS OF GROUND WATER _-----] Units: pCi/liter A flivL i,,i, i"flC:,I,
-L..I1tJ 0
,OI%,UIOLIU M K,IrInf A IC V IVJ.
0 IA . IX;JUI III I"U LvzIl
. I H3 2.740E+03 8.350E+01 159 No limits specified Field. Parameters Elevation (ft (msl)) 792.82 Spec. Cond. (field) micromhos/cm 361.1 pH (field) SU 5.98 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 19.23 Turbidity (field) NTU 3.28 Dissolved Oxygen (mg/L) N/A Station: OCONEE Sample #: 28000025 Location: A-10 Collection Date: 1/9/2008 12:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-10
,GAMMAGW :G:ýAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C alculated MDA Reportingq Level MN54 < 4.669E+00 0.OOOE+00 4.669 No limits specified C058 < 4.642E+00 0.OOOE+00 4.642 No limits specified FE59 < 9.570E+00 0.OOOE+00 9.570 No limits specified C060 < 4.931E+00 0.OOOE+00 4.931 No limits specified ZN65 < 9.864E+00 0.OOOE+00 9.864 No limits specified NB95 " 6.545E+00 0.OOOE+00 6.545 No limits specified ZR95 < 8.027E+00 0.OOOE+00 8.027 No limits specified 1131 < 5.615E+00 0.OOOE+00 5.615 No limits specified CS134 < 5.160E+00 0.OOOE+00 5.160 No limits specified CS137 < 4.803E+00 0.OOOE+00 4.803 No limits specified BALA140 < 6.839E+00 0.OOOE+00 6.839 No limits specified BE7 < 3.905E+01 0.OOOE+00 39.05 No limits specified K40 7.125E+01 3.093E+01 57.07 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 3,dIL, UId.U V IVIl P rXoIJUl LII InL LeVeI H3 5.340E+02 5.630E+01 157 No limits specified Field Parameters Elevation (ft (msl)) 691.05 Spec. Cond. (field) micromhos/cm 146.1 pH (field) SU 6.23 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 18.46 Turbidity (field) NTU 1.83 Dissolved Oxygen (mg/L) N/A PAGE 6 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08"JAN-0002 oEnergy. 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 AMM=AGW*.] ,AM-M--GROUND WATER ANALYSIS .. J... Units: pCi/liter A-ti,,ih, - r- r... I-I f A lrDA f*f r ; I I No mts U spVeie MN54 < 5.014E+00 0.000E+00 5.014 No limits specified C058 " 4.342E+00 0.000E+00 4.342 No limits specified FE59 " 8.623E+00 0.000E+00 8.623 No limits specified C060 " 5.072E+00 0.000E+00 5.072 No limits specified ZN65 " 9.983E+00 0.00OE+00 9.983 No limits specified NB95 " 5.578E+00 0.000E+00 5.578 No limits specified ZR95 " 7.145E+00 0.000E+00 7.145 No limits specified 1131 " 4.839E+00 0.000E+00 4.839 No limits specified CS134 " 4.609E+00 0.000E+00 4.609 No limits specified CS137 " 4.231E+00 0.000E+00 4.231 No limits specified BALA140 " 5.586E+00 0.000E+00 5.586 No limits specified BE7 " 3.736E+01 0.000E+00 37.36 No limits specified K40 9.784E+01 2.391E+01 45.02 No limits specified Units: pCi/liter Arti\/ifx - P:rrnr ('n*.*lrplf¢l IAnA Pm nrrfin I -,,.I H3 2.780E+02 5.270E+01 158 No limits specified Field Parameters Elevation (ft (msl)) 695.48 Spec. Cond. (field) micromhos/cm 47 pH (field) SU 5.51 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 1 7.51 Turbidity (field) NTU 2.42 Dissolved Oxygen (mg/L) NIA 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 PA MA -GW' ýGAI MA GOPND WATýERANALY'SIS _____ Units: pCilliter Activity - Error Calculated MDA Reportinq Level MN54 < 3.666E+00 0.000E+00 3.666 No limits specified C058 < 3.868E+00 0.000E+00 3.868 No limits specified FE59 < 7.759E+00 0.000E+00 7.759 No limits specified C060 < 3.549E+00 0.000E+00 3.549 No limits specified ZN65 < 7.933E+00 0,000E+00 7.933 No limits specified NB95 < 5.019E+00 0.000E+00 5.019 No limits specified ZR95 < 6.244E+00 0.000E+00 6.244 No limits specified 1131 < 4.329E+00 0.000E+00 4.329 No limits specified CS134 < 3.519E+00 0.OOOE+00 3.519 No limits specified CS137 " 3.675E+00 0.000E+00 3.675 No limits specified BALAM40 < 5.118E+00 0.OOOE+00 . 5.118 No limits specified BE7 < 3.157E+01 0.000E+00 31.57 No limits specified K40 1.357E+02 2.502E+01 39.48 No limits specified PAGE 7 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Radiological Data for Job: 08-JAN-0002 32 oEnergy. 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 r'lýriitKf* l A P' nrfin. I n-l H3 < -5.84E+01 157 No limits specified Field Parameters Elevation (ft (msl)) 709.21 Spec. Cond. (field) micromhos/cm 18.4 pH (field) SU 5.1 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 16.34 Turbidity (field) NTU 4.1 Dissolved Oxygen (mguL) N/A 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 OFLJI a t3 IVI I\VIJUl LIIIUI LaVul MN54 < 3.478E+00 0.000E+00 3.478 No limits specified C058 4.205E+00 0.000E+00 4.205 No limits specified FE59 7.276E+00 0.000E+00 7.276 No limits specified C060 3.909E+00 0.000E+00 3.909 No limits specified ZN65 9.508E+00 0.000E+00 9.508 No limits specified NB95 4.810E+00 0.000E4-00 4.810 No limits specified ZR95 6.687E+00 0.000E+00 6.687 No limits specified 1131 5.584E+00 0.000E+00 5.584 No limits specified CS134 3.887E+00 O.000E+00 3.887 No limits specified CS137 3.631 E+00 0.000E+00 3.631 No limits specified BALA140 5.005E+00 0.OOOE+00 5.005 No limits specified BE7 3.845E+01 0.OOOE+00 38.45 No limits specified K40 8.591E+01 2.009E+01 45.89 No limits specified H3GW "TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A-ti,,i, - ..rrnr r.1I,, 1ýf-l hAnA Reportinq Level H3 1.410E+03 6.870E+01 159 No limits specified Field Parameters Elevation (ft (msl)) 787.03 Spec. Cond. (field) micromhos/cm 331 pH (field) SU 6.32 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 19.33 Turbidity (field) NTU 60.8 Dissolved Oxygen (mg/L) N/A PAGE 8 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Rdio lgical D a for Job: 08-JAN-0002 OlEnergy. 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~~ A*}--r*L7 Y79='*""
-I.r ~ ~~~ 7 " ""
H3GW- T AVNIUL 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 Spec. Cond. (field) micromhos/cm 198.9 pH (field) SU 6.29 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 19.67 Turbidity (field) NTU 278 Dissolved Oxygen (mg/L) N/A 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
'GAMMAGW = GAMMA GROUND WATER ANAL) 'SIS Units: pCi/liter Arti/it, - Prrnr Calculated MDA Reportingq Level MN54 < 4.919E+00 0.000E+00 4.919 No limits specified C058 < 5.531E+00 0.OOOE+00 5.531 No limits specified FE59 < 8.818E+00 0.000E+00 8.818 No limits specified C060
- 6.311E+00 0.OOOE+00 6.311 No limits specified ZN65
- 9.513E+00 0.000E+00 9.513 No limits specified NB95 < 5.521E+00 0.OOOE+00 5.521 No limits specified ZR95 < 8.248E+00 0.O00E+00 8.248 No limits specified 1131 < 6.556E+00 0.000E+00 6.556 No limits specified CS134 < 5.350E+00 O.OOOE+00 5.350 No limits specified CS137 < 5.135E+00 0.OOOE+00 5.135 No limits specified BALA140 < 7.531E+00 0.OOOE+00 7.531 No limits specified BE7 < 3.706E+01 O.000E+00 37.06 No limits specified K40 6.562E+01 3.612E+01 64.77 No limits specified PAGE9 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-0002 I oEnergy. 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 ....
H3 3.820E+02 5.295E+01 154 No limits specified Field Parameters Elevation (ft (msl)) 791.24 Spec. Cond. (field) micromhos/cm 49 pH (field) SU 6.35 Oxidation Reduction Potential (ORP)(mV) N/A Tehmp Celcius (degrees C) 20.85 Turbidity (field) NTU 55.6 Dissolved Oxygen (mg/L) N/A Station: OCONEE Sample #: 28000031 Location: A-18 Collection Date: 1/8/2008 12:55:00 Type: CTP GWATER 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 " 9.046E+00 0.000E+/-00 9.046 No limits specified 1131 < 5.752E+00 O.000E+00 5.752 No limits specified CS134 " 4.232E+00 0.000E+00 4.232 No limits specified CS137 " 4.912E+00 0.000E+00 4.912 No limits specified BALA140 < 5.310E+00 0.000E+00 5.310 No limits specified BE7 < 4.052E+01 0.000E+00 40.52 No limits specified K40 2.128E+02 2.425E+01 41.43 No limits specified H3GW TETUML--ANYSIS OF GROUND WATER _. ._ .. ........ Units: pCi/liter Ati\,ihf, - rIrrrrin"It- ,r h/nA On, rtfinr I mint H3 < 9.93E+01 157 No limits specified Field Parameters Elevation (ft (msl)) 794.03 Spec. Cond. (field) micromhos/cm 68 pH (field) SU 6.31 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 21 Turbidity (field) NTU 9.75 Dissolved Oxygen (mg/L) N/A PAGE 10 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-0002
-a --- - -
O'Energy. 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 ANALYSI,* Js '. ...
Units: pCi/liter ^rfix/ihi - Prrnr lrrinIfnl IhAnA D- -,tin I -,*1 I \IJE.JI L,1 I'H L.: V* MN54 " 4.035E+00 0.OOOE+00 4.035 No limits specified C058 " 4.425E+00 0.OOOE+00 4.425 No limits specified FE59 " 7.712E+00 0.OOOE+00 7.712 No limits specified C060 < 4.350E+00 0.000E+00 4.350 No limits specified ZN65 < 8.907E+00 0.000E+00 8.907 No limits specified NB95 < 4.857E+00 0.OOOE+00 4.857 No limits specified ZR95 " 7.138E+00 0.000E+00 7.138 No limits specified 1131 < 5.114E+00 0.OOOE+00 5.114 No limits specified CS134 4.301E+00 0.OOOE+00 4.301 No limits specified CS137 4.022E+00 0.OOOE+00 4.022 No limits specified BALA140 5.374E+00 0OMOEfOO 5.374 No limits specified BE7 < 3.614E+01 0.OOOE+00 36.14 No limits specified K40 5.351E+01 2.898E+01 45.08 No limits specified H-3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A f r- ... r. 1 ,* ,1,f A*^A,.
%LI,v IV - H.IUI 43dUUd~ IVILJ3PV ReplJUI Ling LeVeI H3 < 7.73E+01 158 No limits specified Field Parameters Elevation (ft (msl)) 812.26 Spec. Cond. (field) micromhos/cm 54.3 pH (field) SU 6.41 Oxidation Reduction Potential (ORP)(mV) 364 Temp Celcius (degrees C) 16.26 Turbidity (field) NTU 2.5 Dissolved Oxygen (mg/L) 9.4 PAGE 11 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke r - RadiologicalData for Job: 08-JAN-0002 OrEnergy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000033 Location: GM-1R Collection Date: 1/8/2008 10:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-1R AMMAGW AMMA GROUND WATER ANALYSIS Units: pCilliter A. if r r- II- fs, rARAn r* lvl y - IIUI Reporting Level MN54 4.804E+00 O.OOOE+00 4.804 Less than 1000 C058 4.244E+00 O.000E+00 4.244 Less than 1000 FE59 9.065E+00 O.OOOE+00 9.065 Less than 400.0 CO60 5.120E+00 O.000E+00 5.120 Less than 300.0 ZN65 9.043E+00 O.OOOE+00 9.043 Less than 300.0 NB95 4.677E+00 O.OOOE+00 4,677 Less than 400.0 ZR95 7.411 E+00 0.OOOE+00 7.411 Less than 400.0 1131 5.403E+00 O.000E+00 5.403 Less than 2.000 CS 134 4.393E+00 0.OOOE+00 4.393 Less than 30.00 CS137 4.356E+00 O.OOOE+00 4.356 Less than 50.00 BALA140 6.208E+00 O.OOOE+00 6.208 Less than 200.0 BE7 3.690E+01 O.000E+00 36.90 No limits specified K40 6.124E+01 O.OOOE+00 61.24 No limits specified H3GW TRITIUM ANALYSIS OF GROUIWD WATER Units: pCi/liter Arftiuihl - F~rrnr Calculated MDA Reporting Level H3 8.860E+02 6.140E+01 157 Less than 20000 Field Parameters Elevation (ft (msl)) 793.11 Spec. Cond. (field) micromhos/cm 114 pH (field) SU 6.23 Oxidation Reduction Potential (ORP)(mV) 389 Temp Celcius (degrees C) 18.29 Turbidity (field) NTU 5.4 Dissolved Oxygen (mg/L) 9.4 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-2R
ýfAAM -A, t*AMMAGQi T IJR
~GW ~ !~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 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiOlogical1Datafor Job: 08-JAN-0002 1 OlEnergys. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000034 Location: GM-2R Collection Date: 1/7/2008 13:15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2R H3GW -- ]TRITIUM ANALYSIS OF GROUND WA Units: pCi/liter AC ith, C. flt y Y.EL- HUEE.I I- 3alculated MDA Reportinq Level H3 2.620E+03 8.130E+01 155 Less than 20000 SR89SR90 = RADIOSTRONTIUM (SR89 & SR90)_ Units: pCi/liter Artitif ,- I:rr.r Calculated MDA Reporting Level SR89 < 8.77E-01 No limits specified SR90 < 1.44E+00 No limits specified Field Parameters Elevation (ft (msl)) 768.61 Spec. Cond. (field) micromhos/cm 328.6 pH (field) SU 5.79 Oxidation Reduction Potential (ORP)(mV) 407 Temp Celcius (degrees C) 19.38 Turbidity (field) NTU 14.7 Dissolved Oxygen (mg/L) 6.97 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 MMGROUND AAMMAGW WATER ANALYSIS ... Units: pCi/liter Artif,it, - Irrnr ("* +,,-l RArA DI IVUI III IU L.OVVV MN54 4.004E+00 0.OOOE+00 4.004 Less than 1000 C058 4.007E+00 0.OOOE+00 4.007 Less than 1000 FE59 7.959E+00 0.OOOE+00 7.959 Less than 400.0 C060 4.341 E+00 0.OOOE+00 4.341 Less than 300.0 ZN65 < 8.961E+00 0.OOOE+00 8.961 Less than 300.0 NB95 " 6.158E+00 0.OOOE+00 6.158 Less than 400.0 ZR95 " 6.797E+00 0.OOOE+00 6.797 Less than 400.0 1131 " 5.872E+00 0.OOOE+00 5.872 Less than 2.000 CS134 " 3.973E+00 0.OOOE+00 3.973 Less than 30.00 CS137 3.662E+00 0.OOOE+00 3.662 Less than 50.00 BALA140 6.815E+00 0.OOOE+00 6.815 Less than 200.0 BE7 3.540E+01 0.00OE+00 35.40 No limits specified K40 1.102E+02 2.665E+01 44.17 No limits specified HTGW TRITIUM ANALYSIS OF GROUND WATER ___ L__ _ Units: pCi/liter At -ix/it - F=rrnr ('.Irf ilIfI" INAfU a PI nrfirnn I .- I H3 6.200E+02 5.750E+01 156 Less than 20000 9SR9O
ý:R RAD[IOST,~RQ.TQMjqRR4"kSR9Up Units: pCi/liter Artj~iwi - Prrr~r C~riif 11 A K Reportingq Level SR89 < 1.15E+00 No limits specified PAGE 2 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-002 1 OfEnergy. 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 SR90 < 1.04E+00 No limits specified Field Parameters Elevation (ft (msl)) 759.33 Spec. Cond. (field) micromhos/cm 271.7 pH (field) SU 6.43 Oxidation Reduction Potential (ORP)(mV) 313 Temp Celcius (degrees C) 19 Turbidity (field) NTU 44.8 Dissolved Oxygen (mg/L) 5.65 Station: OCONEE Sample #: 28000036 Location: GM-3 Type: GROUND WATER 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 Spec. Cond. (field) micromhos/cm NA pH (field) SU NA Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) 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 V ,' %J,,L*
- NO SAMPLE Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm NA pH (field) SU NA Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA PAGE 3 OF 18 EnRad Laboratories @ Duke Energy GWJoB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke 1 RadiologicalData for Job: 08.JAN-0002 oEnergy,. 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 _=rrnr
-fiwit ll Arl A D. r+i I I
%J 211*.eUI
- L*IJ I VI I.J/--* '
V- 1.1"Ll.J 14 SVI NO SAMPLE Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm NA pH (field) SU NA Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28000039 Location: GM-4 Collection Date: 1/812008 08:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-4 GAMMAGW; & GAMMA GROUND WATER ANALYSI S Units: pCi/liter A+,,,i . r vIVt - L..III Calculated MDA Reportinq Level MN54 < 4.310E+00 .OE0 4.310 Less than 1000 C058 < 4.302E+00 0.OOOE+00 4.302 Less than 1000 FE59 < 8,395E+00 0.OOOE+00 8.395 Less than 400.0 C060 " 5,554E+00 0.000E+00 5.554 Less than 300.0 ZN65 < 9.149E+00 0.000E+00 9.149 Less than 300.0 NB95 < 5.735E+00 0.000E+00 5.735 Less than 400.0 ZR95 " 8.153E+00 0.000E+00 8.153 Less than 400.0 1131 < 5.872E+00 0.000E+00 5.872 Less than 2.000 CS134 < 4.869E+00 0.000E+00 4.869 Less than 30.00 CS137 < 4.918E+00 0.OOOE+00 4.918 Less than 50.00 BALA140 < 5.262E+00 0.000E+00 5.262 Less than 200.0 BE7 < 3.920E+01 0.000E+00 39.20 No limits specified K40 6.583E+01 2.985E+01 39.12 No limits specified H3GW _ ERITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A-tiwith - I:rrrnr Ilo,, 4 RAniA Dr*,r fi,-*,,-,,-, I I H3 4.260E+02 5.450E+01 156 Less than 20000 Field Parameters Elevation (ft (msl)) 786.47 Spec. Cond. (field) micromhos/cm 27 pH (field) SU 5.01 Oxidation Reduction Potential (ORP)(mV) 398 Temp Celcius (degrees C) 20.39 Turbidity (field) NTU 331 Dissolved Oxygen (mg/L) 4 PAGE 4 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke RadioRogicalData forJob: 08JAN-10002 O Energy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000040 Location: GM-5 Collection Date: 1/7/2008 15:40:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-5 GA4MA GROUND WATER ANALYSiS . Units: pCi/liter Activity - Error Calculated MDA Reportingq Level MN554 < 3.120E+00 0.000E+00 3.120 Less than 1000 C0558 < 3.432E+00 0.000E+00 3.432 Less than 1000 FE5 9 < 7.070E+00 0.OOOE+00 7.070 Less than 400.0 CO660 < 4.734E+00 0.OOOE+00 4.734 Less than 300.0 ZN6 5 7.649E+00 0.000E+00 7.649 Less than 300.0 NB9 '5 4.311E+00 0.OOOE+00 4.311 Less than 400.0 ZR9 5 6.877E+00 0.000E+00 6.877 Less than 400.0 1131 5.616E+00 0.000E+00 5.616 Less than 2.000 CS134 3.809E+00 0.000E+00 3.809 Less than 30.00 CS137 4.128E+00 0.000E+00 4.128 Less than 50.00 BALA140 < 6.556E+00 0.OOOE+00 6.556 Less than 200.0 BE7 < 3.482E+01 0.OOOE+00 34.82 No limits specified K40 1.094E+02 2.364E+01 43.84 No limits specified TpITIUM ANALYSiSit F GROUND WATER Un its: pCilliter ActiviAtv - Error Calcula12 t~4 IMIlA Reporting Level H3 < 1.03E+02 156 Less than 20000 Field Parameters Elevation (ft (msl)) 762.09 Spec. Cond. (field) micromhos/cm 54.5 pH (field) SU 5.48 Oxidation Reduction Potential (ORP)(mV) 384 Temp Celcius (degrees C) 21.65 Turbidity (field) NTU 261 Dissolved Oxygen (mg/L) 1.23 Station: OCONEE Sample #: 28000041 Location: GM-5R Collection Date: 1/7/2008 16:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-5R Units: pCi/liter Activity - Error Cal culated MDA Reportinq Level MN54 " 4.388E+00 0.00kE+00 4.388 Less than 1000 C058 < 4.672E+00 0.OOOE+00 4.672 Less than 1000 FE59 " 9.084E+00 0.OOOE+00 9.084 Less than 400.0 C060 " 4.823E+00 0.OOOE+00 4.823 Less than 300.0 ZN65 " 9.630E+00 0.OOOE+00 9.630 Less than 300.0 NB95 " 5.678E+00 0.OOOE+00 5.678 Less than 400.0 ZR95 " 8.OOOE+00 0.OOOE+00 8.000 Less than 400.0 1131 " 6.915E+00 0.OOOE+00 6.915 Less than 2.000 CS134 < 4.464E+00 0.OOOE+00 4.464 Less than 30.00 CS137
- 4.088E+00 0.OOOE+00 4.088 Less than 50.00 BALA140
- 7.551E+00 0.OOOE+00 7.551 Less than 200.0 BE7
- 3.829E+01 0.OOOE+00 38.29 No limits specified K40 6,796E+01 2.416E+01 47.22 No limits specified PAGE 5 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville,. NC 28078-7929
kDuke Radiological Data for Job: 08-JAN-0002 I 6,Energy., Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000041 Location: GM-5R Collection Date: 1/7/2008 16:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-5R H3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Ar-if,ih,_- :rrrr ('.lPr, ltfrI f*AfA Reportinq Level H3 < -4.04E+00 156 Less than 20000 Field Parameters Elevation (ft (msl)) 754.61 Spec. Cond. (field) micromhos/cm 47.1 pH (field) SU 6.53 Oxidation Reduction Potential (ORP)(mV) 46 Temp Celcius (degrees C) 18.9 Turbidity (field) NTU 42.9 Dissolved Oxygen (mguL) 1.09 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 I,-.,,*+,,,I NAn'A ,.. I*...;. ný tv ty - I1VI~J IJ.EJUI lI L.uVvl MN54 < 2.697E4-00 0.OOOE+00 2.697 Less than 1000 C058 < 2.918E+00 .OE0 2.918 Less than 1000 FE59 5.125E+00 0.OOOE+00 5.125 Less than 400.0 C060 2.276E+00 0.OOOE+00 2.276 Less than 300.0 ZN65 7.158E+00 0.OOOE+00 7.158 Less than 300.0 NB95 2.999E+00 0.OOOE+00 2.999 Less than 400.0 ZR95 5.735E+00 0.OOOE+00 5.735 Less than 400.0 1131 3.485E+00 0.OOOE+00 3.485 Less than 2.000 CS134 2.999E+00 0.OOOE+00 2.999 Less than 30.00 CS137 2.316E+00 0.OOOE+00 2.316 Less than 50.00 BALA140 4.763E+00 0.OOOE+00 4.763 Less than 200.0 BE7 2.223E+01 0.OOOE+00 22.23 No limits specified K40 6.177E+01 1.430E+01 33.23 No limits specified H3GW:=
- TRITIUM ANALYSIS OF GROUND WATER I I Units: pCi/liter Arntiif - lrrnr r'lrInf* 4 A IDf-C I I I \VIJUI LII I I--VI
ýl H3 < O.OOE+00 156 Less than 20000 Field Parameters Elevation (ft (msl)) 728.2 Spec. Cond. (field) micromhos/cm 27.2 pH (field) SU 5.24 Oxidation Reduction Potential (ORP)(mV) 434 Temp Celcius (degrees C) 18.29 Turbidity (field) NTU 189 Dissolved Oxygen (mguL) 4.53 PAGE 6 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke S RaiologicalData for Job: 08A0002, oEnergy. 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' i*tI I*/v A P=n rtfinr, I ... L than 1000 MN54 < 4.093E+00 0.000E+00 4.093 Less than 1000 C058 < 4.245E+00 0.OOOE+00 4.245 Less than 1000 FE59 < 8.844E+00 0.000E+00 8.844 Less than 400.0 C060 < 4.232E+00 0.000E+00 4.232 Less than 300.0 ZN65 < 9.978E+00 0.000E+00 9.978 Less than 300.0 NB95 < 5.852E+00 0.000E+00 5.852 Less than 400.0 ZR95 < 7.364E+00 0.000E+00 7.364 Less than 400.0 1131 < 6.194E+00 0.000E+00 6.194 Less than 2.000 CS134 < 4.080E+00 0.000E+00 4.080 Less than 30.00 CS137 < 4.359E+00 0.000E+00 4.359 Less than 50.00 BALA140 " 6.674E+00 0.000E+00 6.674 Lessithan 200.0 BE7 < 3.597E+01 0.OOOE+00 35.97 No limits specified K40 I.7.065E+01 2.422E+01 46.97 No limits specified H3GW i ] *RI ANALYSIS OF GROUND WATER Units: pCi/liter Activitx/ - Frror I lC'lc"Into=r IV1-A Pinnrfinv I awinl H3 < 1.43E+01 158 Less than 20000 Field Parameters Elevation (ft (msl)) 728.67 Spec. Cond. (field) micromhos/cm 55.8 pH (field) SU 6.49 Oxidation Reduction Potential (ORP)(mV) 276 Temp Celcius (degrees C) 17.85 Turbidity (field) NTU 17.3 Dissolved Oxygen (mg/L) 10.22 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=rI, I I + 4 lA D .,.i, E\ IJ III"U I UI-v. I I MN54 < 4.327E+00 0,OOOE+00 4.327 Less than 1000 C058 < 4.798E+00 0.OOOE+00 4.798 Less than 1000 FE59 < 8.916E+00 0.OOOE+00 8.916 Less than 400.0 C060 < 4.716E+00 0.OOOE+00 4.716 Less than 300.0 ZN65 < 9.934E+00 0.OOOE+00 9.934 Less than 300.0 NB95 < 5.981E+00 0.OOOE+00 5.981 Less than 400.0 ZR95 < 8.051E+00 0.OOOE+00 8.051 Less than 400.0 1131 < 7.305E+00 0.OOOE+00 7.305 Less than 2.000 CS134 < 4.565E+00 0.OOOE+/-00 4.565 Less than 30.00 CS137 " 5.226E+00 0.OOOE+00 5.226 Less than 50.00 BALA140 ,< 6.067E+00 0.OOOE+00 6.067 Less than 200.0 BE7 < 3.468E+01 0.OOOE+00 34.68 No limits specified K40 < 7.615E+01 0.OOOE+00 76.15 No limits specified PAGE 7 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Data SRadiological for Job: 08-JAN-0002 aEnergy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000044 Location: GM-7 Collection Date: 1/812008 10:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-7 H3GW I-RITIUM ANALYSIS OF GROUND W, JER Units: pCi/liter Apti\/ih, - Irrnr Calculated MDA Reporting Level H3 1.980E+04 1.930E+02 168 Less than 20000 Field Parameters Elevation (ft (msl)) 728.11 Spec. Cond. (field) micromhos/cm 55 pH (field) SU 4.72 Oxidation Reduction Potential (ORP)(mV) 516 Temp Celcius (degrees C) 18 Turbidity (field) NTU 97.9 Dissolved Oxygen (mg/L) 8.07 Station: OCONEE Sample #: 28000045 Location: GM-7R Collection Date: 1/8/2008 10:15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-7R Units: pCi/liter A -
-fi,,i, . .'t , -II A D ,.4 tI I...
Less tha 1000 MN54 < 3.233E+00 0,000E+00 3.233 Less than 1000 C058 3.976E+00 0.OOOE4-00 3.976 Less than 1000 FE59 6.382E+00 0.OOOE+00 6.382 Less than 400.0 C060 3.868E+00 0.OOOE+/-00 3.868 Less than 300.0 ZN65 8.774E4-00 0.OOOE+00 8.774 Less than 300.0 NB95 4.320E+00 0.OOOE+00 4.320 Less than 400.0 ZR95 5,9 12E+~00 0.OOOE+00 5.912 Less than 400.0 1131 5.080E+00 0.OOOE+00 5.080 Less than 2,000 CS134 3.620E+00 0.OOOE+00 3.620 Less than 30.00 CS137 3.556E+00 0.OOOE+00 3.556 Less than 50.00 BALA140 5.694E+00 0.OOOE+00 5.694 Lessithan 200.0 BE7 3.094E+01 0.OOOE+/-00 30.94 No limits specified K40 5.445E+01 2.352E+01 40.91 No limits specified H3GW~ ! ] TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arfiwit, - :rrnr mrt,"iIntri 1*/1n Paonnrtinn I .... H3 2.670E+03 8.590E+01 170 Less than .20000 Field Parameters Elevation (ft (msl)) 727.58 Spec. Cond. (field) micromhos/cm 198.6 pH (field) SU 5.81 Oxidation Reduction Potential (ORP)(mV) 220 Temp Celcius (degrees C) 17.7 Turbidity (field) NTU 44.6 Dissolved Oxygen (mg/L) 6.74 PAGE 8 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalIData for Job: 08-JAN-0002. I oEnergy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000046 Location: GM-8 Collection Date: 117/2008 13:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-8 L3AMMAGW I tAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C alculated MDA Reporting Level MN54 < 3.445E+0O 0.OOOE+00 3.445 Less than 1000 C058 < 4.346E+00 O.OOOE+00 4.346 Less than 1000 FE59 < 7.241E+00 0.OOOE+00 7.241 Less than 400.0 C060 < 4.860E+00 0.OOOE+00 4.860 Less than 300.0 ZN65 < 9.264E+00 0.OOOE+00 9.264 Less than 300.0 NB95 < 3.831E+00 0.OOOE+00 3.831 Less than 400.0 ZR95 < 7.109E+00 0.000E+00 7.109 Less than 400.0 1131 < 6.594E+00 0,000E+00 6.594 Less than 2.000 CS134 < 4.357E+00 0.OOOE+00 4.357 Less than 30.00 CS137 < 4.023E+00 0.OOOE+00 4.023 Less than 50.00 BALA140 < 6.454E+00 0.OOOE+00 6.454 Less than 200.0 BE7 < 3.773E+01 0.OOOE+00 37.73 No limits specified K40 4.527E+01 2.398E+01 37.36 No limits specified Units: pCi/liter AiC+r,, .... I + f . RA*, A o M ; rý.tv LX - LII~J 1\pLJUl LII Ieve LVeI H3 2.840E+02 5.590E+01 169 Less than 20000 Field Parameters Elevation (ft (msl)) 742.6 Spec. Cond. (field) micromhos/cm 137.9 pH (field) SU 6.37 Oxidation Reduction Potential (ORP)(mV) 344 Temp Celcius (degrees C) 23.17 Turbidity (field) NTU 404 Dissolved Oxygen (mg/L) 8.59 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 -etxif~rrnr C'0IpiiIntnr KAflA Pn nrfi.- m,. II I \tdJ'.JI UlI 1 ,--*V*I MN54 < 4.636E+00 0.OOOE+00 4.636 Less than 1000 C058 < 4.331E+00 0.OOOE+00 4.331 Less than 1000 FE59 " 7,516E+00 0,000E+00 7.516 Less than 400.0 C060 < 5.484E+00 0.OOOE+00 5.484 Less than 300.0 ZN65 " 9,192E+00 0.000E+00 9.192 Less than 300.0 NB95 < 6.334E+00 0.OOOE+00 6.334 Less than 400.0 ZR95 < 8.630E+00 0.OOOE+00 8.630 Less than 400.0 1131 " 8.397E+00 0.OOOE+00 8.397 Less than 2.000 CS134 < 4.687E+00 0.OOOE+00 4.687 Less than 30.00 CS137 < 5.410E+00 0.OOOE+00 5.410 Less than 50.00 BALA140 < 8.856E+00 0.OOOE+00 8.856 Less than 200.0 BE7 < 4.659E+01 0.OOOE+00 46.59 No limits specified K40 1.501E+02 3.174E+01 67.75 No limits specified PAGE 9 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PhDuke RadiologicalData for Job: 08-JAN-0002 W 1rU 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 RadiologicalData for Job:.08-JAN-0002 I aEnergy. 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-9R W GAMMA G* 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 < 5.285E+00 0.000E+00 5.285 Less than 300.0 ZN65 9.915E+00 0.000E+00 9.915 Less than 300.0 NB95 5.679E+00 0.OOOE+00 5.679 Less than 400.0 ZR95 6.911 E+00 0.OOOE+00 6.911 Less than 400.0 1131 6.387E+00 0.OOOE+00 6.387 Less than 2.000 CS134 3.709E+00 0.OOOE+00 3.709 Less than 30.00 CS137 3.166E+00 0.OOOE+00 3.166 Less than 50.00 BALA140 7.186E+00 0.OOOE+00 7.186 Less than 200.0 BE7 < 4.281E+01 0.OOOE+00 42.81 No limits specified K40 1.175E+02 3.742E+01 57.99 No limits specified H3GWV . RITLUM ANALYSIS OF GROUND WATER - Units: pCi/liter Activitv - Frrnr Calr.cullted Mf-A RPnnrtinn ILvl H3 < -1.06E+01 170 Less than 20000 Field Parameters Elevation (ft (msl)) 749.62 Spec. Cond. (field) micromhos/cm 101.3 pH (field) SU 7.09 Oxidation Reduction Potential (ORP)(mV) 246 Temp Celcius (degrees C) 20.65 Turbidity (field) NTU 15.2 Dissolved Oxygen (mg/L) 11.74 Station: OCONEE Sample #: 28000050 Location: GM-10 Collection Date: 1/8/2008 14:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-10
- fAMMAGW ',GAMMA GROUND WATER ANALYSIS Units: pCi/liter A-tivif\ - Prrnr (I ni,"i Ifcar tAflA Reportingq Level MN54 5.214E+00 0.OOOE+00 5.214 Less than 1000 C058 5.124E+00 0.OOOE+00 5.124 Less than 1000 FE59 8.413E+00 0.OOOE+00 8.413 Less than 400.0 C060 6.184E+00 0.OOOE+00 6.184 Less than 300.0 ZN65 < 7.899E+00 0.000E+00 7.899 Less than 300.0 NB95 6.822E+00 0.OOOE+00 6.822 Less than 400.0 ZR95 9.785E+00 0.OOOE+00 9.785 Less than 400.0 1131 8.213E+00 0.OOOE+00 8.213 Less than 2.000 CS134 < 4.324E+00 0.OOOE+00 4.324 Less than 30.00 CS137 < 5.768E+00 0.OOOE+00 5.768 Less than 50.00 BALA140 " 6.211E+00 O.OOOE+00 6.211 Less than 200.0 BE7 < 4.476E+01 0.OOOE+00 44.76 No limits specified K40 " 1.168E+02 0.OOOE+00 116.8 No limits specified PAGE 11 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke RadiologicalData for Job: 08-JAN-O002. O Energy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000050 Location: GM-10 Collection Date: 1/8/2008 14:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-10 H3GW , fRITIUM ANALYSIS OF GROUND WA Units: pCi/liter Activit\ - :rrnrl
*alculated MDA Reporting Level H3 < 2.11E+01 169 Less than 20000 Field Parameters Elevation (ft (msl)) 729.69 Spec. Cond. (field) micromhos/cm 15 pH (field) SU 5.07 Oxidation Reduction Potential (ORP)(mV) 455 Temp Celcius (degrees C) 20.71 Turbidity (field) NTU 541 Dissolved Oxygen (mg/L) 6.37 Station: OCONEE Sample #: 28000051 Location: GM-10R Collection Date: 1/8/2008 13:50:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-10R
*AMMAGW GAMMA GROUND WATER ANALYSI ,
Units: pCilliter Arfiit, - I:rrr. Calculated MDA Reporting Level MN54 < 4.371E+00 0.000E+00 4.371 Less than 1000 C058 < 4.242E+00 0.OOOE+00 4.242 Less than 1000 FE59 < 8.482E+00 0.OOOE+00 8.482 Less than 400.0 C060 < 4.352E+00 0.OOOE+00 4.352 Less than 300.0 ZN65 < 9.743E+00 0.OOOE+00 9.743 Less than 300.0 NB95 6.332E+00 0.OOOE+00 6.332 Less than 400.0 ZR95 7.615E+00 0.OOOE+00 7.615 Less than 400.0 1131 6.605E+00 0.OOOE+00 6.605 Less than 2.000 CS134 4.241 E+00 0.OOOE+00 4.241 Less than 30.00 CS137 4.360E+00 0.OOOE+00 4.360 Less than 50.00 BALA140 7.593E+00 0.OOOE+00 7.593 Less than 200.0 BE7 3.953E+01 0.OOOE+00 39.53 No limits specified K40 1.597E+02 2.728E+01 47.23 No limits specified H3G, ,7. _] PRITIUM ANALYSIS OF GROUND WATER _.._____ Units: pCi/liter A fti\/it\/ - Errnr ( Illt*rI ItADA P na rtinn I ,wa H3 < 5.72E4-01 170 Less than 20000 Field Parameters Elevation (ft (msl)) 728.14 Spec. Cond. (field) micromhos/cm 39.9 pH (field) SU 5.96 Oxidation Reduction Potential (ORP)(mV) 344 Temp Celcius (degrees C) 20.06 Turbidity (field) NTU 53 Dissolved Oxygen (mg/L) 6.98 PAGE 12 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-6002 EEnergy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000052 Location: GM-1I Collection Date: 1/9/2008 08:20:00 Type: GROUND WATER ONS GRO UND WATER PROTECTION PROGRAM / GM-1I GAMMAG GAMM GOUND WATER ANALYSIS, Units: pCi/liter Activity- Error Calculated MDA Reporting Level MN54 < 3.197E+00 0.OOOE+00 3.197 Less than 1000 C058 < 3.468E+00 0.000E+00 3.468 Less than 1000 FE59 < 5.101E+00 0.000E+00 5.101 Less than 400.0 C060 < 4.162E+00 0.000E+00 4.162 Less than 300.0 ZN65 < 8.409E+00 0.000E+00 8.409 Less than 300.0 NB95 < 3.779E+00 0.000E+00 3.779 Less than 400.0 ZR95 < 6.119E+00 0,OOOE+00 6.119 Less than 400.0 1131 < 4.077E+00 0.OOOE+00 4.077 Less than 2.000 CS134 < 3.044E+00 0.OOOE+00 3.044 Less than 30.00 CS137 < 3.650E+00 0.OOOE+00 3.650 Less than 50.00 BALA140 < 4.469E+00 0.OOOE+00 4.469 Less than 200.0 BE7 < 2.689E+01 0.OOOE+00 26.89 No limits specified K40 1.030E+02 2.244E+01 33.06 No limits specified H3GW ] [TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A ftii+, l r..nr, I I f Ar.IMNA Reporting Level H3 < -6.54E-01 169 Less than 20000 Field Parameters Elevation (ft (msl)) 690.4 Spec. Cond. (field) micromhos/cm 29.2 pH (field) SU 5.31 Oxidation Reduction Potential (ORP)(mV) 440 Temp Celcius (degrees C) 18.6 Turbidity (field) NTU 438 Dissolved Oxygen (mg/L) 7.03 Station: OCONEE Sample #: 28000053 Location: GM-11R Collection Date: 1/9/2008 08:35:00 Type: GROUND WATER ONS GROUN D WATER PROTECTION PROGRAM / GM-11R UnsAMMA GApilMMA tiGrROUNlDWATER ANALYSIS Units: pCi/liter Atvx - Erro~ ~r Calulted i Mt/IliA Reporting Level MN54 < 4.293E+00 0.OOOE+00 4.293 Less than 1000 CO58 < 4.492E+00 0.OOOE+00 4.492 Less than 1000 FE59 < 7.786E+00 0.OOOE+00 7.786 Less than 400.0 C060 < 4.904E+00 0.OOOE+00 4.904 Less than 300.0 ZN65 < 9.106E+00 0.OOOE+00 9.106 Less than 300.0 NB95 < 6.124E+00 0.OOOE+00 6.124 Less than 400.0 ZR95 < 6.768E+00 0.OOOE+00 6.768 Less than 400.0 1131 < 6.233E+00 0.OOOE+00 6.233 Less than 2.000 CS134 < 4.018E+00 0.OOOE+00 4.018 Less than 30.00 CS137 " 4.341E+00 0.OOOE+00 4.341 Less than 50.00 BALA140 < 6.299E+00 0.OOOE+00 6.299 Less than 200.0 BE7 < 3.776E+01 0.OOOE+00 37.76 No limits specified K40 1.016E+02 2.744E+01 39.39 No limits specified PAGE 13 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
hDuke RadiologiclData for Job: 08-JAN-0002 I 6,Energy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000053 Location: GM-11R Collection Date: 1/9/2008 08:35:00 Type: GROUND WATER ONS GROUND) WATER PROTECTION PROGRAM / GM-11 R H3GW ' IRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Aptiwih _- I:rrrir ('nir'l Ilt*t- RI 1a Reporting Level H3 < 5.74E+01 171 Less than 20000 Field Parameters Elevation (ft (msl)) 691.76 Spec. Cond. (field) micromhos/cm 40 pH (field) SU 5.76 Oxidation Reduction Potential (ORP)(mV) 344 Temp Celcius (degrees C) 19.17 Turbidity (field) NTU 21.1 Dissolved Oxygen (mg/L) 11.12 Station: OCONEE Sample #: 28000054 Location: GM-12 Collection Date: 1/8/2008 10:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-12
] GAMMA
'*jyiAGWGROUNDWATER ANALYS 7j '/j Units: pCi/liter Activity - Error Calculated MDA Reportinq Level MN54 < 3.574E+00 0.OOOE+00 3.574 Less than 1000 C058 < 3.645E+00 0.OOOE+00 3.645 Lessthan 1000 FE59 7.250F-+00 0.000JE+00 7.250 Less than 400.0 C060 3.796E+00 0.OOOE+/-00 3.796 Less than 300.0 ZN65 7.986E+00 0.OOOE+00 7.986 Less than 300.0 NB95 4.378E+00 0.OOOE+00 4.378 Less than 400.0 ZR95 6.287E+00 0.OOOE+/-00 6.287 Less than 400.0 1131 5.601 E+00 0.OOOE+00 5.601 Less than 2.000 CS134 3.697E+00 0.OOOE+00 3.697 Less than 30.00 CS137 3.483E+00 0.OOOE+00 3.483 Less than 50.00 BALA140 6.107E+00 0.OOOE+00 6.107 Less than 200.0 BE7 3.152E+01 0.OOOE+00 31.52 No limits specified K40 5.798E+01 2.160E+01 37.19 No limits specified H3GW i T-RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Arfiviif - :rrnr ('*.*r'i kItcorl rfla Reportinq Level H3 < -3.55E+01 188 Less than 20000 Field Parameters Elevation (ft (msl)) 687.54 Spec. Cond. (field) micromhos/cm 42 pH (field) SU 5.77 Oxidation Reduction Potential (ORP)(mV) 382 Temp Celcius (degrees C) 17.59 Turbidity (field) NTU 203 Dissolved Oxygen (mg/L) 3.7 PAGE 14 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke RadiologicalData for Job: 08-JAN-0002 O Energy. 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 GAMMAGWL KAMMA GROUND WATER ANALYSIS - Units: pCi/liter A,,i, - Ir r. 1 1, # 4 /ArlA D rf; I I I\HVUI ill I L*VvI MN54 3.203E+00 0.OOOE+00 3.203 Less than 1000 C058 3.194E+00 0.OOOE+00 3.194 Less than 1000 FE59 5.911 E+00 0.OOOE+00 5.911 Less than 400.0 C060 3.076E+00 0.OOOE+00 3.076 Less than 300.0 ZN65 7.174E+00 0.OOOE+00 7.174 Less than 300.0 NB95 3.542E+00 0.OOOE+00 3.542 Less than 400.0 ZR95 5.342E+00 0.OOOE+00 5.342 Less than 400.0 1131 4.357E+00 0.000E+00 4.357 Less than 2.000 CS134 3.056E+00 0.OOOE+00 3.056 Less than 30.00 CS137 2.859E+00 0.OOOE+00 2.859 Less than 50.00 BALA140 4.952E+00 0.OOOE+00 4.952 Less than 200.0 BE7 2.463E+01 0.OOOE+00 24.63 No limits specified K40 9.602E+01 1.940E+01 35.92 No limits specified H3GW j T5RTIUMANALYSIS OF GROUNDWATER ___ xzrn Units: pCi/liter Activitx/ - Frrnr C* lIr'I*t-*, MnA Pannrtinv I awal H3 < -7.54E+01 188 Less than 20000 Field Parameters Elevation (ft (msl)) 688.16 Spec. Cond. (field) micromhos/cm 83.5 pH (field) SU 6.55 Oxidation Reduction Potential (ORP)(mV) 49 Temp Celcius (degrees C) 17.12 Turbidity (field) NTU 6.2 Dissolved Oxygen (mg/L) 1.54 Station: OCONEE Sample #: 28000056 Location: GM-13 Collection Date: 1/8/2008 12:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-13 LGAMMAGW I :GAMMA GROUND WATER ANALYSIS Units: pCi/liter A - Iirrr I I + I KMA Reportinq Level MN54 4.026E+00 0.OOOE+00 4.026 Less than 1000 C058 4.050E+00 0.OOOE+00 4.050 Less than 1000 FE59 8.080E+00 0.OOOE+00 8.080 Less than 400.0 C060 3.996E+00 0.OOOE+00 3.996 Less than 300.0 ZN65 8.808E+00 0.OOOE+00 8.808 Less than 300.0 NB95 4.986E+00 0.OOOE+00 4.986 Less than 400.0 ZR95 6.459E+00 0.OOOE+00 6.459 Less than 400.0 1131 5.467E+00 0.OOOE+00 5.467 Less than 2.000 CS134 3.502E+00 0.OOOE+00 3.502 Less than 30.00 CS 137 4.233E+00 0.OOOE+00 4.233 Less than 50.00 BALA140 7.291 E+00 0.OOOE+00 7.291 Less than 200.0 BE7 3.032E+01 0.OOOE+00 30.32 No limits specified K40 7.401E+01 0.OOOE+00 74.01 No limits specified .PAGE 15OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Rdiooical Data for Job: 08-JAN-O002 UEnergy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000056 Location: GM-13 Collection Date: 1/8/2008 12:20:00 Type: GROUND WATEER ONS GROUND WATER PROTECTION PROGRAM / GM-13 H-3GWj ITRFIJTIUANALYSISý OjFdJGROUND WATE~R -____ Units: pCi/liter Activity - Error Calculated MDA Reportinq Level H3 < -2.22E+00 188 Less than 20000 Field Parameters Elevation (ft (msl)) 699.16 Spec. Cond. (field) micromhos/cm 31.4 pH (field) SU 5.66 Oxidation Reduction Potential (ORP)(mV) 339 Temp Celcius (degrees C) 18.22 Turbidity (field) NTU 7.74 Dissolved Oxygen (mg/L) 3.46 Station: OCONEE Sample #: 28000057 Location: GM-13R Collection Date: 1/8/2008 12:40:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-13R 3AM1MAGW ]VGAMMA GROUND WATER ANALYSIS! Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.878E+00 0.OOOE+00 3.878 Less than 1000 C058 < 3.783E+00 0.OOOE+00 3.783 Less than 1000 FE59 < 7.383E+00 0.OOOE+00 7.383 Less than 400.0 C060 < 4.149E+00 0.OOOE+00 4.149 Less than 300.0 ZN65 " 8.417E+00 0.OOOE+00 8.417 Less than 300.0 NB95 " 5.250E+00 0.OOOE+00 5.250 Less than 400.0 ZR95 < 6.768E+00 0.OOOE+00 6.768 Less than 400.0 1131 < 7.049E+00 0.OOOE+00 7.049 Less than 2.000 CS134 < 3.917E+00 0.OOOE+00 3.917 Less than 30.00 CS137 3.947E+00 0.OOOE+00 3.947 Less than 50.00 BALA140 6.593E+00 0.OOOE+00 6.593 Less than 200.0 C BE7 3.403E+01 0.OOOE+00 34.03 No limits specified K40 1.427E+02 2.904E+01 40.34 No limits specified 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 a.,OII..,UIOLCU IVIlUaV VJIUI tlU I. Vl H3 < 1.12E+01 190 Less than 20000 Field Parameters Elevation (ft (msl)) 702.72 Spec. Cond. (field) micromhos/cm 64.9 pH (field) SU 6.73 Oxidation Reduction Potential (ORP)(mV) 212 Temp Celcius (degrees C) 18.04 Turbidity (field) NTU 8.94 Dissolved Oxygen (mg/L) 1.29 PAGE 16 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke RadiologicalData for Job: 08-JAN-0002 6,Energy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000058 Location: GM-14 Collection Date: 1/8/2008 14:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-14
'GAMMAGW AMMA GROUND WATER ANALYSIS Units: pCi/liter _-Frrnr
-fi\/il, (I nlrn infnrI h*AnA Reporting Level MN54 < 4.495E+00 0.OOOE+00 4.495 Less than 1000 C058 < 4.700E+00 0.000E+00 4.700 Less than 1000 FE59 < 9.946E+00 0.000E+00 9.946 Less than 400.0 C060 " 4.902E+00 0.000E+00 4.902 Less than 300.0 ZN65 " 9.039E+00 0.000E+00 9.039 Less than 300.0 NB95 " 5.909E+'00 0.000E+00 5.909 Less than 400.0 ZR95 " 7.038E+00 0.000E+00 7.038 Less than 400.0 1131 < 8.024E+00 0.OOOE+00 8.024 Less than 2.000 CS134 < 3.696E+00 0.OOOE+00 3.696 Less than 30.00 CS137
- 4.131E+00 0.000E+00 4.131 Less than 50.00 BALA140
- 8.013E+00 0.000E+00 8.013 Less than 200.0 BE7 < 3.500E+01 0.OOOE+00 35.00 No limits specified K40 9.761E+01 2.406E+01 42.74 No limits specified H3GW ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitv - Frrnr flP. Ir" I-qtAf NAfA Reportinq Level H3 < -3.34E+01 189 Lessthan 20000 Field Parameters Elevation (ft (msl)) 700.97 Spec. Cond. (field) micromhos/cm 26.6 pH (field) SU 5.72 Oxidation Reduction Potential (ORP)(mV) 279 Temp Celcius (degrees C) 19.11 Turbidity (field) NTU 8.1 Dissolved Oxygen (mg/L) 2.28 Station: OCONEE Sample #: 28000059 Location: GM-14R Collection Date: 1/8/2008 15:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-14R
ýGAMMAGW ] 3AMMA GROUND WATER ANALYSIS' Units: pCi/liter A-fi,,ifr, lvIy 1IU
(' I,, I
ýýUv i Ulat fIAr, uiviI/"
A D IVLHJUI I I1 I.4; L"UVvI I MN54 < 3.048E+00 0.OOOE+00 3.048 Less than 1000 C058 < 2.869E+00 0.OOOE+00 2.869 Less than 1000 FE59 < 6.372E+00 0.OOOE+00 6.372 Less than 400.0 C060 < 3.798E+00 0.OOOE+00 3.798 Less than 300.0 ZN65 < 7.219E+00 0.OOOE+00 7.219 Less than 300.0 NB95 < 3.249E+00 0.OOOE+00 3.249 Less than 400.0 ZR95 " 6.099E+00 0.OOOE+00 6.099 Less than 400.0 1131 < 5.049E+00 0.OOOE+00 5.049 Less than 2.000 CS134 < 2.880E+00 0.OOOE+00 2.880 Less than 30.00 CS137 < 2.700E+00 0.OOOE+00 2.700 Less than 50.00 BALA140 5.658E+00 0.OOOE+00 5.658 Less than 200.0 BE7 2.494E+01 0.OOOE+00 24.94 No limits specified K40 9.709E+01 1.958E+01 28.38 No limits specified PAGE 17 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke - RadiologicalDatafor Job: 08-JAN-0002 oEnergy. Report Generated: 2/4/2008 10:01:35 Station: OCONEE Sample #: 28000059 Location: GM-14R Collection Date: 1/8/2008 15:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-14R H3GW __, TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Ac.tivitv - Frrnr Calclulated MIflA Rpnnrtinn ILvel H3 < -4.88E+0-1 188 Less than 20000 Field Parameters Elevation (ft (msl)) 720.54 Spec. Cond. (field) micromhos/cm 113.3 pH (field) SU 7.32 Oxidation Reduction Potential (ORP)(mV) 150 Temp Celcius (degrees C) 18.58 Turbidity (field) NTU 8.14 Dissolved Oxygen (mg/L) 3.56 PAGE 18 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-JAN-0016 oEnergy. 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 Spec. Cond. (field) micromhos/cm 55 pH (field) SU 5.15 oxidation Reduction Potential (ORP)(mV) 491 Temp Celcius (degrees C) 19.79 Turbidity (field) NTU 107 Dissolved Oxygen (mg/L) 8.22 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)
,GAMMAGW ]GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitv - Errnr C Reportinq Level MN54 4.805E+00 0,OOOE+00 4.805 Less than 1000 C058 4.203E+00 0.OOOE+00 4.203 Less than 1000 FE59 8.962E+00 0.OOOE+00 8.962 Less than 400.0 C060 5.439E+00 0.OOOE+00 5.439 Less than 300.0 ZN65 9.990E+00 0.OOOE+00 9.990 Less than 300.0 NB95 5.752E+00 0.OOOE+00 5.752 Less than 400.0 ZR95 8.690E+00 0.OOOE+00 8.690 Less than 400.0 1131 7.988E+00 0.OOOE+00 7.988 Less than 2.000 CS134 C 4.842E+00 0.OOOE+00 4.842 Less than 30.00 CS137 C 4.348E+00 0.OOOE+00 4.348 Less than 50.00 BALA140 C 8.326E+00 0.OOOE+00 8.326 Less than 200.0 BE7 4.809E+01 0.OOOE+00 48.09 No limits specified K40 1.300E+02 2.779E+01 56.60 No limits specified PAGE 1 OF 2 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke ýRadIoogical DGaertdao/0Jo8b: 08-JAN-016 OkEnergy. 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 I \*LJUI .II I,4 L-,V1 l H3 2.850E+03 8.464E+01 153 Less than 20000 Field Parameters Elevation (ft (msl)) 727.63 Spec. Cond. (field) micromhos/cm 200 pH (field) SU 6.22 Oxidation Reduction Potential (ORP)(mV) 341 Temp Celcius (degrees C) 19.14 Turbidity (field) NTU 52.5 Dissolved Oxygen (mg/L) 5.4 PAGE 2 OF 2 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
hDuke RadiologicalData for Job: 08-JAN-0026 I O Energy. 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**AMMA GROUND WATER ANALYSIS Units: pCi/liter Antif,ih, - ýrrnr or-,,lKt~,4 !IAnA D ,-rfiIn,- I I \IJ1/4JI i,III L. VV I MN54 < 3.904E+00 O.OOOE+00 3.904 Less than 1000 C058 < 3.758E+00 O.000E+00 3.758 Less than 1000 FE59 < 7.660E+00 0.OOOE+00 7.660 Less than 400.0 C060 " 4.204E+00 0.OOOE+00 4.204 Less than 300.0 ZN65 8.733E+00 O.OOOE+00 8.733 Less than 300.0 NB95 4.583E+00 0.OOOE+O0 4.583 Less than 400.0 ZR95 6.333E+00 O.OOOE+0O 6.333 Less than 400.0 1131 < 4.675E+00 0.OOOE+00 4.675 Less than 2.000 CS134 < 3.839E+00 0.OOOE+00 3.839 Less than 30.00 CS137 " 3.550E+00 0.OOOE+00 3.550 Less than 50.00 BALA140 < 5.616E+00 0.OOOE+00 5.616 Less than 200.0 BE7 " 3.197E+01 0.OOOE+00 31.97 No limits specified K40 5.395E+01 2.103E+01 42.86 No limits specified R3-GWV FFRI1UMANLY ýF ROND WAýTER ___ __
Units: pCi/liter Activitv - Error Calculated I fA Rp nrrtinn I wa H3 2.230E+02 5.990E+01 186 Lessthan 20000
.SR89SR90 " t RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activitv - Frrnr Clrliulaterd MfA Rennrtinv I evel No limits specified SR89 "5.73E-01 No limits specified SR90 " 4.12E-01 Field Parameters Elevation (ft (msl)) 770.60 Spec. Cond. (field) micromhos/cm 15.3 pH (field) SU 6.49 Oxidation Reduction Potential (ORP)(mV) 400 Temp Celcius (degrees C) 17.07 Turbidity (field) NTU 20.1 Dissolved Oxygen (mg/L) 9.87 Station: OCONEE Sample #: 28000456 Location: GM-3R Collection Date: 1/30/2008 10:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3R GAMMAGW . ,GAMMA GROUND WATER ANALYSIS Units: pCi/liter Arfiwuitf, - Prrnr nlr"lnfmH KAI-A Reportinq Level MN54 5.070E+00 0.OOOE+00 5.070 Less than 1000 C058 4.433E+00 0.OOOE+00 4.433 Less than 1000 FE59 8.548E+00 0.OOOE+00 8.548 Less than 400.0 C060 " 5.429E+00 0.OOOE+00 5.429 Less than 300.0 ZN65 < 9.766E+00 0.OOOE+00 9.766 Less than 300.0 NB95 < 5.227E+00 0.OOOE+00 5.227 Less than 400.0 ZR95 < 8.322E+00 0.OOOE+00 8.322 Less than 400.0 1131 < 6.189E+00 0.OOOE+00 6.189 Less than 2.000 PAGE 1 OF 2 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
hDuke RadiologicalData for Job: 08-JAN-0026 I 6,Energy,. 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 Less than 30.00 CS134 " 4.726E+00 0.000E+00 4.726 Less than 50.00 CS137 < 4.576E+00 0.OOOE+00 4.576 BALA140 < 6.470E+00 0.OOOE+00 6.470 Less than 200.0 BE7 < 4.197E+01 0.OOOE+00 41.97 No limits specified K40 3.049E+02 3.209E+01 48.12 No limits specified H3GW IRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Aptivitv - Frror C'qltc"I-tlr MNIA Pm nrfinn I awo H3 < 1.55E+02 187 Less than 20000 B_ COU'>'1RADIO5STRON\TITU S1R89 &SR97 Units: ~ ~ r.,~Yt A.. +ii -~/ie Ii if4v aCI ýUuIC V FA IVLJ' Reportingi Level SR89 " 7.28E-01 No limits specified SR90 " 3.42E-01 No limits specified Field Parameters Elevation (ft (msl)) 770.14 Spec. Cond. (field) micromhos/cm 146.9 pH (field) SU 5.92 Oxidation Reduction Potential (ORP)(mV) 360 Temp Celcius (degrees C) 16.17 Turbidity (field) NTU 82.3 Dissolved Oxygen (mg/L) 3.94 PAGE 2 OF 2 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
5A, APPENDIX H Ll
PDuke K Radiological Data for Job: 08-APR-0002 oEnergy. 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 5.801 E+00 0.OOOE+00 5.801 Less than 2.000 CS134 4.267E+00 0.OOOE+00 4.267 Less than 30.00 CS137 4.241 E+00 0.OOOE+00 4.241 Less than 50.00 BALA140 6.052E+00 0.OOOE+00 6.052 Less than 200.0 BE7 < 3.994E+01 0.OOOE+00 39.94 No limits specified K40 < 6.225E+01 0.OOOE+00 62.25 No limits specified H3GW I ITRITIUM ANALYSIS OF GROUND WATER I Units: pCi/liter A i . -.. r. .. RULIva - L..IkI C1
,aUa 0 f A KAnA u vI r Reporting Level H3 7.270E+02 6.010E+01 159 Lessthan 20000 Field Parameters Elevation (ft (msl)) 792.85 Spec. Cond. (field) micromhos/cm 119 pH (field) SU 6.6 Oxidation Reduction Potential (ORP)(mV) 340 Temp Celcius (degrees C) 18.36 Turbidity (field) NTU 2.91 Dissolved Oxygen (mg/L) 11.35 Station: OCONEE. Sample #: 28002022 Location: GM-2R Collection Date: 417/2008 11:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2R A G GAMMA GROUND WATER ANALYSIS Units: pCi/liter Arti\/it - Irrnr tzil"nclftr KAnA Reporting Level MN54 4.827E+00 0.OOOE+00 4.827 Lessthan 1000 C058 4.054E+00 0.OOOE+00 4.054 Less than 1000 FE59 8.051E+00 0.OOOE+00 8.051 Less than 400.0 C060 4.960E+00 0.OOOE+00 4.960 Less than 300.0 ZN65 8.876E+00 0.OOOE+00 8.876 Less than 300.0 NB95 5.893E+00 0.OOOE+00 5.893 Less than 400.0 ZR95 8.762E+00 0.OOOE+00 8.762 Less than 400.0 1131 6.852E+00 0.OOOE+00 6.852 Less than 2.000 CS134 < 4.574E+00 0.OOOE+00 4.574 Less than 30.00 CS137 " 4.362E+00 0.OOOE+00 4.362 Less than 50.00 BALA140 < 6.377E+00 0.OOOE+00 6.377 Less than 200.0 BE7 < 3.970E+01 0.OOOE+00 39.70 No limits specified K40 1.875E+02 3.240E+01 46.12 No limits specified PAGE 1 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
hDuke RadiologicalData for Job: 08-APR-0002 . 6,Energy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002022 Location: GM-2R Collection Date: 417/2008 11:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2R IH3GW "I T RITIUM ANALYSIS OF GROUND WA Units: pCi/liter A,-ti,,ih,_- .rr.r
'alculated MDA Reporting Level H3 4.280E+03 1.000E+02 162 Less than 20000 Uis:R9 S R A9t DerSTR0 N'fTit _IL(SRl389-&SrO) rrM Units: pCi/liter Ar-tiwiit - Prrrnr (Ir'ni -Intar I rtAnA VUI*UT*L* IVlUR Reportingi Level SR89 < 2.29E-01 No limits specified SR90 < 3.56E-01 No limits specified Field Parameters Elevation (ft (msl)) 768.46 Spec. Cond. (field) micromhos/cm 353.6 pH (field) SU 5.84 Oxidation Reduction Potential (ORP)(mV) 409 Temp Celcius (degrees C) 19.24 Turbidity (field) NTU 8.67 Dissolved Oxygen (mg/L) 8.02 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
\.jJuI H III EM L-jv*j MN54 < 3.674E+00 0.OOOE+00 3.674 Less than 1000 C058 < 3.572E+00 0.OOOE+00 3.572 Less than 1000 FE59 < 7.168E+00 0.OOOE+00 7.168 Less than 400.0 C060 < 3.742E+00 0.OOOE+00 3.742 Less than 300.0 ZN65 < 8.192E+00 0.OOOE+00 8.192 Less than 300.0 NB95 < 4.181E+00 0.OOOE+00 4.181 Less than 400.0 ZR95 < 6.338E+0O n noOE+oof 6.338 Less than 400.0 1131 < 5.044E+00 0.OOOE+00 5.044 Less than 2.000 CS134 < 3.705E+00 0.OOOE+00 3.705 Less than 30.00 CS137 < 3.419E+00 0.OOOE+00 3.419 Less than 50.00 BALA140 < 5.859E+00 0.OOOE+00 5.859 Less than 200.0 BE7 < 2.999E+01 0.OOOE+/-00 29.99 No limits specified K40 6.103E+01 2.509E+01 38.79 No limits specified R T3GRU FLYss GROUND WATER Units: pCi/liter Arti\it\, - :rrnr t.ir,"IlfaItri Ifl A Reporting Level H3 9.620E+02 6.340E+01 159 Less than 20000
_R_89SR9 RADIOSTRONTIUM (SR89 & SR90) Units: pCi/liter ArtiVif\/ - Prrnr Calculated MDA Reportingq Level SR89 < 2.87E-01 No limits specified PAGE 2 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke ,[ RadiologicalData for Job: 08-APR-0002 O Energy. Report Generated: 4/24/2008 16:31:40 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 SR89SR9o RADIOSTRONTIUM (SR89 & SR90) 711 Units: pCi/liter A C =.... C r.,,I I fAKA^nA Dr;. I I UV
" jX - L.I lI C3 %lU la V*U I IIJ' rXpJuI LIB 1U L=VI SR90 < 5.50E-01 No limits specified Field Parameters Elevation (ft (msl)) 759.23 Spec. Cond. (field) micromhos/cm 275.1 pH (field) SU 5.82 Oxidation Reduction Potential (ORP)(mV) 392 Temp Celcius (degrees C) 19.35 Turbidity (field) NTU 13 Dissolved Oxygen (mg/L) 5.52 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 rirtinn I E L., M.l*lLIiH NO SAMPLE Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm NA pH (field) SU NA Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002025 Location: GM-3R r Collection Date: 4/7/2008 11:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3R UAYMMAGW I_ :GAMMA GROUND WATER ANALYSIIS Units: pCi/liter A.,4,,h, i .... Calculated MDA Reporting Level MN54 < 4.815E+00 0.OOOE+00 4.815 Less than 1000 C058 6.363E+00 0.000E+00 6.363 Less than 1000 C FE59 1.092E+01 0.000E+00 10.92 Lessthan 400.0 C060 6.489E+00 0.00OE+00 6.489 Less than 300.0 ZN65 8.813E+00 0.000E+00 8.813 Less than 300.0 NB95 7.611 E+00 0.00OE+00 7.611 Less than 400.0 ZR95 1.085E+01 0.OOOE+00 10.85 Less than 400.0 1131 7.602E+00 0.OOOE+00 7.602 Less than 2.000 CS134 < 4.763E+00 0.OOOE+00 4.763 Less than 30.00 CS137 7.092E+00 0.OOOE+00 7.092 Less than 50.00 BALA140 8.369E+00 0.OOOE+00 8.369 Less than 200.0 BE7 5.928E+01 0.OOOE+00 59.28 No limits specified K40 8.555E+01 0.OOOE+00 85.55 No limits specified PAGE 3 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke Radiological Data for Job: 08-A PR-0002 EEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002025 Location: GM-3R Collection Date: 4/7/2008 11:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM I GM-3R H3GW _ TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 1.780E+02 5.080E+01 157 Less than 20000 5R89SR90 I RADIOSTRONTIUM (SR89 & SR90)_ Units: pCi/liter Artiviti - lrrnr rnlrIl lItnd flKA Reportinq Level SR89 No limits specified SR90 " 5.97E-01 No limits specified Field Parameters Elevation (ft (msl)) 770.25 Spec. Cond. (field) micromhos/cm 63.8 pH (field) SU 6.01 Oxidation Reduction Potential (ORP)(mV) 353 Temp Celcius (degrees C) 19.6 Turbidity (field) NTU 77.9 Dissolved Oxygen (mg/L) 7.65 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
*A*M GW G
*WAMMA GROUND WATE ANAL _
Units: pCi/liter Ari\,itf, - ... I=rrnr "l,. fMAIA D. I I a \&UI UII Ik OVV MN54 < 4.363E+00 0.OOOE+00 4.363 Less than 1000 C058 < 4.400E+00 0.OOOE+00 4.400 Less than 1000 FE59 " 8.598E+00 0.OOOE+00 8.598 Lessthan 400.0 C060 " 4.584E+00 0.OOOE+00 4.584 Less than 300.0 ZN65 " 9.427E+00 0.000E+00 9.427 Less than 300.0 NB95 " 6.284E+00 0.OOOE+00 6.284 Less than 400.0 ZR95 " 7.498E+00 0.OOOE+00 7.498 Lessthan 400.0 1131 < 5.971E+00 0.OOOE+00 5.971 Less than 2.000 CS134 < 4.289E+00 0.OOOE+00 4.289 Lessthan 30.00 CS137 < 4.275E+00 0.OOOE+00 4.275 Less than 50.00 BALA140 < 6.958E+00 0.OOOE+00 6.958 Less than 200.0 BE7 < 3.904E+01 0.OOOE+00 39.04 No limits specified K40 8.944E+01 2.057E+01 47.28 No limits specified R_3-GW_ "-==__ fRITIUM ANALYSIS OF GROUND WATER ___ Units: pCi/liter Ar-fivif\ -_ F:rrNr (rnl'D lnfari r AlnA Reporting Level H3 2:430E+02 5.290E+01 160 Less than 20000 Units: pCi/liter Activitv - Frrnr ClrniI"IIfat MflA Ponnrtinn I A\waI SR89 < 2.24E-01 No limits specified PAGE 4 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
- Duke 'RadiologicalData for Job: 08-APR,0002.
OuEnergy. 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 VUIV*IUL* IVI* SR90 < 4.76E-01 No limits specified Field Parameters Elevation (ft (msl)) 770.55 Spec. Cond. (field) micromhos/cm 106.8 pH (field) SU 6.32 Oxidation Reduction Potential (ORP)(mV) 367 Temp Celcius (degrees C) 19.16 Turbidity (field) NTU 21.3 Dissolved Oxygen (mg/L) 7.89 Station: OCONEE Sample #: 28002027 Location: GM-4 Collection Date: 4/7/2008 15:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-4 G)AMMAGW _ GAMMA GROUND WATER ANAL' Units: pCi/liter A*ti,,i,, -_ .r.. Calculated MDA Reporting Level MN54 4.028E+00 0.000E+00 4.028 Less than 1000 C C058 3.874E+00 0.000E+00 3.874 Less than 1000 FE59 7.913E+00 0.000E+00 7.913 Less than 400.0 C C060 3.825E+00 0.000E+00 3.825 Less than 300.0 ZN65 8.805E+00 0.000E+00 8.805 Less than 300.0 C NB95 5.252E+00 0.000E+00 5.252 Less than 400.0 ZR95 6.268E+00 O.O00E+00 6.268 Less than 400.0 1131 6.062E+00 0.000E+00 6.062 Less than 2.000 CS134 3.493E+00 0.000E+00 3.493 Less than 30.00 CS137 4.100E+00 0.000E+00 4.100 Less than 50.00 BALA140 6.344E+00 0.000E+00 6.344 Less than 200.0 BE7 3.327E+01 0.000E+00 33.27 No limits specified K40 1.474E+02 2.591E+01 44.25 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 H3 2.970E+02 5.280E+01 157 Less than 20000 Field Parameters Elevation (ft (msl)) 786.98 Spec. Cond. (field) micromhos/cm 25.7 pH (field) SU 8.1 Oxidation Reduction Potential (ORP)(mV) 361 Temp Celcius (degrees C) 19.87 Turbidity (field) NTU 228 Dissolved Oxygen (mg/L) 4.58 PAGE 5 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
hDuke RadiologicalData for Job: 08-APR-0002 1 6,Energy. 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
*3AMMAGW ._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 WATERý Units: pCilliter Aritixtihi - lzrrnr (-ntn" lnf~-4 Un& Reporting Level H3 < 1.42E+02 158 Lessithan 20000 Field Parameters Elevation (ft (msl)) 761.77 Spec. Cond. (field) micromhos/cm 54.5 pH (field) SU 4.88 Oxidation Reduction Potential (ORP)(mV) 394 Temp Celcius (degrees C) 201.69 Turbidity (field) NTU 693 Dissolved Oxygen (mg/L) .53 Station: OCONEE Sample #: 28002029 Location: GM-5R Collection Date: 4/7/2008 14:00:00 Type: GROUND WATE R ONS GROUND WATER PROTECTION PROGRAM / GM-5R GAM M*R~~~~_,AN.ALYS I§S,,* ........ Units: pCi/liter Activity - Error . Calculated MDA Reporting Level MN54 " 3.709E+00 0.OOOE+00 3.709 Less than 1000 C058 < 3.840E+00 0.OOOE+00 3.840 Less than 1000 FE59 " 7.576E+00 0.OOOE+00 7.576 Less,than 400.0 C060 < 4.477E+00 O.OOOE+00 4.477 Less'than 300.0 ZN65 " 9.113E+00 0.OOOE+00 9.113 Less than 300.0 NB95 < 4.342E+00 0.OOOE+00 4.342 Less than 400.0 ZR95 < 6.540E+00 0.000E+00 6.540 Lessathan 400.0 1131 < 5.459E+00 0.OOOE+00 5.459 Less than 2.000 CS134 < 3.911E+00 0.OOOE+00 3.911 Less than 30.00 CS137 < 3.639E+00 0.OOOE+00 3.639 Less than 50.00 BALA1440 < 6.023E+00 0.OOOE+00 6.023 Less than 200.0 BE7 " 3.189E+01 0.OOOE+00 31.89 No limits specified K40 < 6.160E+01 0.OOOE+00 61.60 No limits specified PAGE 6 OF 29 I EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28076-7929
PDuke [ RadiologicalData for Job: 08-APR-0002 oEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002029 Location: GM-5R Collection Date: 4/7/2008 14:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-5R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A.C . C . f ,,, I fA. Uv !X
%, - HUI1J %U 0 15C V MiA Reportingq Level H3 < 2.07E+01 158 Less than 20000 Field Parameters Elevation (ft (mst)) 754.36 Spec. Cond. (field) micromhos/cm 47.1 pH (field) SU 6.09 Oxidation Reduction Potential (ORP)(mV) 251 Temp Celcius (degrees C) 19.11 Turbidity (field) NTU 63.2 Dissolved Oxygen (mg/L) 13.57 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 5.088E+00 0.OOOE+00 5.088 Less than 300.0 ZN65 9.957E+00 0.OOOE+00 9.957 Less than 300.0 NB95 5.852E+00 O.000E+00 5.852 Less than 400.0 ZR95 8.008E+00 0.OOOE+00 8.008 Less than 400.0 1131 7.694E+00 0.OOOE+00 7.694 Less than 2.000 CS134 4.770E+00 0.OOOE+00 4.770 Less than 30.00 CS137 5.024E+00 0.000E+00 5.024 Less than 50.00 BALA140 8.147E+00 0.00OE+00 8.147 Less than 200.0 BE7 < 4.600E+01 0.OOOE+00 46.00 No limits specified K40 2.214E+02 3.287E+01 55.25 No limits specified H3GW FRITIUM ANALYSIS OF GROUND WATER ...... _ _____ _..__
Units: pCi/liter A .... r- 1/lt ,,,14-A RDAnA M IULIVIL - L.IUI C1 V 159UU IupUl Ill LVeei H3 < 6,08E+01 159 Less than 20000 Field Parameters Elevation (ft (msl)) 728.39 Spec. Cond. (field) micromhos/cm 28.6 pH (field) SU 5.76 Oxidation Reduction Potential (ORP)(mV) 395 Temp Celcius (degrees C) 17.79 Turbidity (field) NTU 29 Dissolved Oxygen (mg/L) 4.76 PAGE 7 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0002 oEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002031 Location: GM-6R Collection Date: 4/8/2008 10:10:00 Type: GROUND WATER ONS GROUND W ATER PROTECTION PROGRAM I GM-6R
'GAMMAGWZ _GAMMA GROUND WATER ANALYSIS, Units: pCi/liter Activity- Error Calculated MDA Reportinq Level MN54 < 4.653E+00 O.OOOE+00 4.653 Less than 1000 C058 < 4.596E+00 0.000E+00 4.596 Less than 1000 FE59 < 8.509E+00 0.OOOE+00 8.509 Less than 400.0 C060 < 4.674E+00 O.000E+00 4.674 Less than 300.0 ZN65 < 9.471E+00 0.OOOE+00 9.471 Less than 300.0 NB95 < 7.057E+00 0.OOOE+00 7.057 Less than 400.0 ZR95 < 8.054E+00 0.000E+00 8.054 Less than 400.0 1131 < 6.784E+00 0.000E+00 6.784 Less than 2.000 CS134 < 4.681E+00 0.000E+00 4.681 Less than 30.00 CS137 < 4.457E+00 0.000E+00 4.457 Less than 50.00 BALA140 < 6.625E+00 0.000E+00 6.625 Less than 200.0 SE7 < 4.380E+01 0.OOOE+00 43.80 No limits specified K40 4.828E+01 2.372E+01 48.20 No limits specified 3GWFjVRAITIUM AAL-Y-SI FFGROUND 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 Spec. Cond. (field) micromhos/cm 56.9 pH (field) SU 6.75 Oxidation Reduction Potential (ORP)(mV) 243 Temp Celcius (degrees C) 16.99 Turbidity (field) NTU 11.8 Dissolved Oxygen (mg/L) 8.01 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
*3AMMAGWV ]I AI-AGROUND-WATER ANALYSIS Units: pCi/liter Activitv - Frror Caliculated MI'A R*Annrtinn ILvel MN54 < 4.913E+00 0.OOOE+00 4.913 Less than 1000 C058 < 4.507E+00 O.OOOE+00 4.507 Less than 1000 FE59 " 9.922E+00 O.O00E+0 9.922 Less than 400.0 C060 < 5.601E+00 O.OOOE+00 5.601 Less than 300.0 ZN65 < 9.532E+00 0.OOOE+00 9.532 Less than 300.0 NB95 < 4.724E+00 O.OOOE+00 4.724 Less than 400.0 ZR95 < 9.897E+00 0.OOOE+00 9.897 Less than 400.0 1131 < 5.932E+00 0.OOOE+00 5.932 Less than 2.000 CS134 < 5.082E+00 0.OOOE+00 5.082 Less than 30.00 CS137 < 4.184E+00 O.OOOE+00 4.184 Less than 50.00 BALA140 < 8.375E+00 0.OOOE+00 8.375 Less than 200.0 13E7 < 4.495E+01 0.OOOE+00 44.95 No limits specified K40 1.980E+02 3.336E+01 57.02 No limits specified PAGE 8 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Ii RadiologicalData for Job: 08-APR-0002 I aEnergy. Report Generated: 4/24/2008 16:31:40 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 H3GW __] TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter AC*+'..+*. c. -. ,,+A *AMA ,1 1
",Lv tv - .I Jul C1
,aIuua u IVILJ0 [XpIJuI uI Il Lne V H3 1.200E-'04 1.530E+02 159 Less than 20000 Field Parameters Elevation (ft (msl)) 728.44 Spec. Cond. (field) micromhos/cm 52.2 pH (field) SU 5.23 Oxidation Reduction Potential (ORP)(mV) 422 Temp Celcius (degrees C) 15.94 Turbidity (field) NTU 33.5 Dissolved Oxygen (mg/L) 8.82 Station: OCONEE Sample #: 28002033 Location: GM-7R Collection Date: 4/8/2008 08:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-7R
,GAMMAGW 3AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C alculated MDA Reporting Level MN54 < 3.378E+00 0.OOOE+00 3.378 Less than 1000 C058 < 2.948E+00 0.OOOE+00 2.948 Less than 1000 FE59 < 6.739E+00 0.OOOE+00 6.739 Less than 400.0 C060 < 4.059E+00 0.OOOE+00 4.059 Less than 300.0 ZN65 < 7.227E+00 0.OOOE+00 7.227 Less than 300.0 NB95 < 3.858E+00 0.OOOE+00 3.858 Less than 400.0 ZR95 < 6.073E+00 0.000E+00 6.073 Less than 400.0 1131 < 4.466E+00 0.OOOE+00 4.466 Less than 2.000 CS134 < 3.505E+00 0.OOOE+00 3.505 Less than 30.00 CS137 < 3.200E+00 0.000E+00 3.200 Less than 50.00 BALA140 < 4.727E+00 0.000E+00 4.727 Less than 200.0 BE7 < 3.366E+01 0.000E+00 33.66 No limits specified K40 4.968E+01 2.052E+01 38.19 No limits specified 7TRITIUM ]
H3GW ANALYSIS OF GROUND WATER Units: pCi/liter A ; C-... . -,I I-,*+ hA rA fl LvJIa - L..II C1%,UauuauVVLr Reportinq Level H3 3.670E+03 9.610E+01 170 Less than 20000 Field Parameters Elevation (ft (msl)) 727.7 Spec. Cond. (field) micromhos/cm 166.7 pH (field) SU 6.2 Oxidation Reduction Potential (ORP)(mV) 324 Temp Celcius (degrees C) 17.12 Turbidity (field) NTU 86.4 Dissolved Oxygen (mg/L) 7.56 PAGE 9 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke SRadiologicaDatafor Job:!08"-APR-0002 I oEnergy. 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 WATER** Units: pCi/liter A'tiih, - Errnr lrl'Infteil KNAfplA Reportincq Level H3 2.270E+02 5.490E+01 168 Less than 20000 Field Parameters Elevation (ft (msl)) 742.87 Spec. Cond. (field) micromhos/cm 141.2 pH (field) SU 6.56 Oxidation Reduction Potential (ORP)(mV) 292 Temp Celcius (degrees C) 22.77 Turbidity (field) NTU 158 Dissolved Oxygen (mg/L) 7.71 Station: OCONEE Sample #: 28002035 Location: GM-8R Collection Date: 4/7/2008 15:20:00 Type: GROUND WATE R ONS GROUND WATER PROTECTION PROGRAM / GM-8R
,GAMMAGW *GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity Error Calculated MDA
- Reporting Level MN54 < 2.780E+00 0.OOOE+00 2.780 Less than 1000 C058 < 3.163E+00 0.OOOE+00 3.163 Less than 1000 FE59 < 7.137E+00 0.OOOE+00 7.137 Less than 400.0 C060
- 3.188E+00 0.OOOE+00 3.188 Less than 300.0 ZN65
- 7.311E+00 0.OOOE+00 7.311 Less'than 300.0 NB95 < 3.372E+00 0.OOOE+00 3.372 Less than 400.0 ZR95 < 5.311E+00 0.000E+00 5.311 Lessthan 400.0 1131
- 3.843E+00 0.OOOE+00 3.843 Less than 2.000 CS134 < 3.411E+00 0.OOOE+00 3.411 Lessthan 30.00 CS137
- 3.392E+00 0.OOOE+00 3.392 Less than 50.00 40 BALAM1 < 5.303E+00 0.OOOE+00 5.303 Less than 200.0 BE7 < 2.910E+01 0.OOOE+00 29.10 No limits specified K40 8.754E+01 2.709E+01 41.20 No limits specified PAGE 10 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR O002 O Energy. 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 IQ N G U TR-, _ __,.n _,,F ,17.. Units: pCilliter A .fi i C: r'. 1, 1-+ KrIA D I I fLLvIL11 - I1J IVVVIJIII UII LOVO H3 2.390E+02 5.550E+01 170 Less than 20000 - Field Parameters Elevation (ft (msl)) 743.31 Spec. Cond. (field) micromhos/cm 253.4 pH (field) SU 7.87 Oxidation Reduction Potential (ORP)(mV) 127 Temp Celcius (degrees C) 22.36 Turbidity (field) NTU 430 Dissolved Oxygen (mg/L) 10.21 Stat ion: OCONEE Sample #: 28002036 Localtion: GM-9 Collection Date: 41712008 13:55:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-9
,-AMMAGW IMAROUND 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 < 9.926E+00 0.OOOE+00 9.926 Less than 400.0 C060 " 4.025E+00 0,000E+00 4.025 Less than 300.0 ZN65 " 8.752E+00. 0.OOOE+00 8.752 Less than 300.0 NB95 < 5.653E+00 0.OOOE+00 5.653 Less than 400.0 ZR95 < 7.434E+00 0.OOOE+00 7.434 Less than 400.0 1131 < 7.742E+00 0.OOOE+00 7.742 Less than 2.000 CS134 < 4.918E+00 0.OOOE+00 4.918 Less than 30.00 CS137 < 5.187E+00 0.OOOE+00 5.187 Less than 50.00 BALA140 < 4.303E+00 0.OOOE+00 4.303 Less than 200.0 BE7 < 4.266E+01 0.OOOE+00 42.66 No limits specified K40 2.149E+02 3.845E+01 59.42 No limits specified H3GW [T RITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A,+ ,+,, _ C. f, ,I, I +t hAr 5A Reporting Level H3 < -1.07E+01 170. Lessthan 20000 Field Parameters Elevation (ft (msl)) 747.09 Spec. Cond. (field) micromhos/cm 124 pH (field) SU 5.94 Oxidation Reduction Potential (ORP)(mV) 265 Temp Celcius (degrees C) 21.06 Turbidity (field) NTU 11.3 Dissolved Oxygen (mg/L) 4.35
.PAGE 11 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0002 1 oEnergy. 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 H3 < 1.08E+01 171 Less than 20000 Field Parameters Elevation (ft (msl)) 748.6 Spec. Cond. (field) micromhos/cm 107.6 pH (field) SU 7.18 Oxidation Reduction Potential (ORP)(mV) 221 Temp Celcius (degrees C) 20.8 Turbidity (field) NTU 4.6 Dissolved Oxygen (mg/L) 10.23 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 MA ,ff WATE rGROUND A^NAIYS,.IS Units: pCi/liter A -+i i+i C , f'-, AI4-IRArA 0 .4 k' tlV ly - HUIII f'tepoUI tlII LeVe, MN54 " 3.675E+00 0.000E+00 3.675 Less than 1000 C058 < 3.950E+00 0.OOOE+00 3.950 Less than 1000 FE59 < 7.152E+00 0.OOOE+00 7.152 Less than 400.0 C060 " 3.794E+00 0.000E+00 3.794 Less than 300.0 ZN65 < 9.905E+00 0.OOOE+00 9.905 Less than 300.0 NB95 < 3.548E+00 0.OOOE+00 3.548 Less than 400.0 ZR95 " 7.208E+00 0.000E+00 7.208 Less than 400.0 1131 < 5.190E+00 0.OOOE+00 5.190 Less than 2.000 CS134 < 3.640E+00 0.OOOE+00 3.640 Less than 30.00 CS137 < 3.786E+00 0.OOOE+00 3.786 Less than 50.00 BALA140 < 5.136E+00 0.OOOE+00 5.136 Less than 200.0 BE7 " 3.470E+01 0.OOOE+00 34.70 No limits specified K40 2.372E+02 2.618E+01 32.51 No limits specified PAGE 12 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke KRadiologicalData for Job: 08-APR-0002 -j oEnergys. 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 TIU*l',,,litG,-I WAT-ER _,_I.. Units: pCiIliter A i C: ('I I I- +dA uifA r)A DI4 ný yiVj - HU %,U I 10 V r uI 1L4LU V I pylJ'J H3 < 2.14E+00 170 Less than 20000 Field Parameters Elevation (ft (msl)) 730.17 Spec. Cond. (field) micromhos/cm 13.2 pH (field) SU 5.49 Oxidation Reduction Potential (ORP)(mV) 427 Temp Celcius (degrees C) 18.5 Turbidity (field) NTU 182 Dissolved Oxygen (mg/L) 5.34 Stat ion: OCONEE Sample #: 28002039 Locat ion: GM-10R Collection Date: 4/8/2008 14:05:00 T,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 6.806E+00 0.OOOE+00 6.806 Less than 400.0 1131 5.420E+00 0.OOOE+00 5.420 Less than 2.000 CS134 3.995E+00 0.OOOE+00 3.995 Less than 30.00 CS137 < 3.704E+00 0.OOOE+00 3.704 Less than ' 50.00 BALA140 < 6.010E+00 0.OOOE+00 6.010 Less than 200.0 BE7 < 3.573E+01 0.OOOE+00 35.73 No limits specified K40 2.037E+02 2.884E+01 42.94 No limits specified H3GW ZZ 1 TRITIUM ANALYSIS OF GROUND WATER ______
Units: pCi/liter A, +;,;+,, C. r- 1* + ARMA M
.LvILY
% - LiVIU a U 0 69 [LIui 1,LI nJ LeVeI H3 < 3.19E+01 169 Less than 20000 Field Parameters Elevation (ft (msl)) 728.51 Spec. Cond. (field) micromhos/cm 39.2 pH (field) SU 6.45 Oxidation Reduction Potential (ORP)(mV) 305 Temp Celcius (degrees C) 18.86 Turbidity (field) NTU 51.9 Dissolved Oxygen (mg/L) 5.89 PAGE 13 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-A PR-002 I oEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002040 Location: GM-1I Collection Date: 4/8/2008 15:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-11
ýGAMMAGW ý*AMMA GROUND WATER ANALYSIS Units: pCi/liter A +iih, 1 . I I + A KAnA fl'..LI V LV - L.II'.I a.JOI.UIO L IaLV Reportinq Level MN54 5.866E+00 0.OOOE+00 5.866 Less than 1000 C058 5.346E+00 0.000E+00 5.346 Less than 1000 FE59 8.296E+00 0.OOOE+00 8.296 Less than 400.0 C060 5.969E+00 0.OOOE+00 5.969 Less than 300.0 ZN65 8.457E+00 0.OOOE+00 8.457 Less than 300.0 NB95 4.335E+00 0.OOOE+00 4.335 Less than 400.0 ZR95 6.786E+00 0.OOOE+00 6.786 Less than 400.0 1131 4.605E+00 0.OOOE+00 4.605 Less than 2.000 CS134 5.127E+00 0.OOOE+00 5.127 Less than 30.00 CS137 5.045E+00 0.OOOE+00 5.045 Less than 50.00 BALA140 C 6.002E+00 0.OOOE+00 6.002 Less than 200.0 BE7 C 3.478E+01 0.OOOE+00 34.78 No limits specified K40 6.873E+01 1.922E+01 57.81 No limits specified "3GW rIIUM ANALYSIS OF GROUND ,WATER, j,,,,:.. ..
Units: pCi/liter Apfi\fitw, - I~rrrr (olnrilfnaei KAfnA D.n -. in, 1 -. 1 H3 < -1.69E+01 168 Less than 20000 Field Parameters Elevation (ft (msl)) 690.63 Spec. Cond. (field) micromhos/cm 30 pH (field) SU 5.97 Oxidation Reduction Potential (ORP)(mV) 399 Temp Celcius (degrees C) 20.03 Turbidity (field) NTU 65 Dissolved Oxygen (mg/L) 6.87 Station: OCONEE Sample #: 28002041 Location: GM-11R Collection Date: 4/8/2008 15:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-11R LGAMMAGW I [GAMMA GROUND WATER ANALYSI! Units: pCi/liter A .;,,;+,, . Calculated MDA Reporting Level MN54 C 4.086E+00 0.OOOE+00 4.086 Less than 1000 C058 3.981 E+00 0.OOOE+00 3.981 Less than 1000 FE59 7.769E+00 0.OOOE+00 7.769 Less than 400.0 C060 C 4.377E+00 0.OOOE+00 4.377 Less than 300.0 ZN65 C 9.245E+00 0.OOOE+00 9.245 Less than 300.0 NB95 4.864E+00 0.OOOE+00 4.864 Less than 400.0 ZR95 C 7.414E+00 0.OOOE+00 7.414 Less than 400.0 1131 C 5.452E+00 0.OOOE+00 5.452 Less than 2.000 CS134 C 4.120E+00 0.OOOE+00 4.120 Less than 30.00 CS137 C 3.922E+00 0.OOOE+00 3.922 Less than 50.00 BALA140 C 6.012E+00 0.OOOE+00 6.012 Less than 200.0 BE7 C 3.405E+01 0.OOOE+00 34.05 No limits specified K40 C 5.384E+01 0.OOOE+00 53.84 No limits specified PAGE 14 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0021 O'Energy. 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 .4 I . I flLvILY- - L..II.J % 0 6a9U H3 < -1.28E+01 169 Less than 20000 Field Parameters Elevation (ft (msl)) 692 Spec. Cond. (field) micromhos/cm 39.2 pH (field) SU 6.09 Oxidation Reduction Potential (ORP)(mV) 352 Temp Celcius (degrees C) 19.56 Turbidity (field) NTU 8.82 Dissolved Oxygen (mg/L) 3.42 Station: OCONEE Sample #: 28002042 Location: GM-12 Collection Date: 4/8/2008 11:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-12 GAMMAGW q _3AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C:alculated MDA ReportinQ Level MN54 < 4.449E+00 0.OOOE+00 4.449 Less than 1000 C058 < 4.527E+00 0.OOOE+00 4.527 Lessthan 1000 FE59 < 8.622E+00 0.OOOE+00 8.622 Less than 400.0 C060 " 4.726E+00 0.OOOE+00 4.726 Lessthan 300.0 ZN65 " 9.667E+00 0.OOOE+00 9.667 Less than 300.0 NB95 " 6.331E+00 0.OOOE+00 6.331 Less than 400.0 ZR95 " 7.284E+00 0.OOOE+00 7.284 Less than 400.0 1131 " 5.829E+00 0.OOOE+00 5.829 Lessthan 2.000 CS134 " 4.272E+00 0.OOOE+00 4.272 Lessthan 30.00 CS137 " 4.152E+00 0.OOOE+00 4.152 Lessthan 50.00 BALA140 " 6.923E+00 0.OOOE+00 6.923 Less than 200.0 BE7 " 3.634E+01 0.OOOE+00 36.34 No limits specified K40 1.210E+02 2.497E+01 47.98 No limits specified UH3GW pii Ter TIUMiANALYSIS OF GROUND WATER. M ri I Units: pCi/liter Acthivit - Error Calculated IVflA Ranntrtin, I ~uini H3 < 1.94E+01 171 Less than 20000 Field Parameters Elevation (ft (msl)) 687.84 Spec. Cond. (field) micromhos/cm 39.7 pH (field) SU 5.1 Oxidation Reduction Potential (ORP)(mV) 375 Temp Celcius.(degrees C) 16.6 Turbidity (field) NTU 745 Dissolved Oxygen (mg/L) 2.99 PAGE 15 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke i gical Data for Job:t.08-A PR-00021-:4 oEnergy 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 (*lr-ip"Itorl NAnA Pm nrtinn I mini Less than 1000 MN54 3.518E+00 0.000E+00 3.518 Lessthan 1000 C058 3.133E+00 0.000E+00 3.133 Less than 400.0 FE59 7.056E+00 O.OOOE+00 7.056 Less than 300.0 c0660 4.106E+00 0.000E+00 4.106 Lessthan 300.0 ZN65 7.530E+00 0.000E+00 7.530 Less than 400.0 NB95 4.058E+00 0.OOOE+00 4.058 Lessthan 400.0 ZR95 6.185E+00 0.000E+00 6.185 Lessthan 2.000 1131 < 4.320E+00 0.000E+00 4.320 Less than 30.00 CS134 3.599E+00 0.000E+00 3.599
< Less than 50.00 CS137 3.312E+00 0.000E+00 3.312
< Less than 200.0 BALA140 5.379E+00 0.000E+00 5.379 No limits specified BE7 < 2.983E+01 0.OOOE+00 29.83 No limits specified K40 < 5.297E+01 0.000E+00 52.97 H3GW L-*TRITIUM ANALYSIS OF GROUND WATER ___ __ .. ____ j Units: pCi/liter Activitv - Errnr C.alcultedr MIlA R nnrtinrl ILvl H3 < 4.01E+01 174 Less than 20000 Field Parameters Elevation (ft (msl)) 688.41 Spec. Cond. (field) micromhos/cm 81.3 pH (field) SU 6.03 Oxidation Reduction Potential (ORP)(mV) 151 Temp Celcius (degrees C) 16.9 Turbidity (field) NTU 7.82 Dissolved Oxygen (mg/L) 2.73 Station: OCONEE Sample #: 28002044 Location: GM-13 Collection Date: 4/812008 14:30:00 Type: GROUND WATER ONS GR OUND WATER PROTECTION PROGRAM / GM-13 GAMMAGW A-MMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reportinq Level MN54 " 3.977E+00 0.000E+00 3.977 Less than 1000 C058 < 4.269E+00 0.000E+00 4.269 Less than 1000 FE59 < 7.666E+00 0.000E+00 7.666 Less than 400.0 C060 < 3.963E+00 0.000E+00 3.963 Less than 300.0 ZN65 9.577E+00 0.000E+00 9.577 Less than 300.0 NB95 5.233E+00 0.000E+00 5.233 Less than 400.0 ZR95 6.675E+00 0.000E+00 6.675 Less than 400.0 1131 < 4.708E+00 0.000E+00 4.708 Less than 2.000 CS134 < 3.760E+00 0.000E+00 3.760 Less than 30.00 CS137 " 3.656E+00 0.000E+00 3.656 Less than 50.00 BALA140 < 4.555E+00 0.000E+00 4.555 Less than 200.0 BE7 < 3.217E+01 0.000E+00 32.17 No limits specified K40 1.417E+02 2.147E+01 45.14 No limits specified PAGE 16 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0002 I OkEnergy. 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 H3 < -4.87E+01 174 Less than 20000 Field Parameters Elevation (ft (msl)) 699.62 Spec. Cond. (field) micromhos/cm 29.1 pH (field) SU 4.98 Oxidation Reduction Potential (ORP)(mV) 423 Temp Celcius (degrees C) 18.44 Turbidity (field) NTU 33.7 Dissolved Oxygen (mg/L) 5.08 Station: OCONEE Sample #: 28002045 Location: GM-13R Collection Date: 4/8/2008 14:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-13R
- AMMAGWJ LGAMMA GROUNDWATER ANALYSIS I Units: pCi/liter A(fi,%if, -_1= rI'_ 1 1*.+rA lA Reportinq Level MN54 < 3.666E+00 0.OOOE+00 3.666 Less than 1000 C058 < 3.739E+00 0.000E+00 3.739 Less than 1000 FE59 < 7.961E+00 0.OOOE+00 7.961 Less than 400.0 C060 < 4.258E+00 0.000E+00 4.258 Less than 300.0 ZN65 < 8.641E+00 0.000E+00 8.641 Less than 300.0 NB95 < 4.588E+00 0.000E+00 4.588 Less than 400.0 ZR95 < 6.494E+00 0.OOOE+00 6.494 Less than 400.0 1131 < 5.060E+00 0.000E+00 5.060 Less than 2.000 CS134 < 3.974E+00 0.000E+00 3.974 Less than 30.00 CS137 < 3.715E+00 0.000E+00 3.715 Less than 50.00 BALA140 < 5.895E+00 0.OOOE+00 5.895 Less than 200.0 BE7 < 3.267E+01 0.000E+00 32.67 No limits specified K40 < 4.911E+01 0.000E+00 49.11 No limits specified ff3GW' ER1,T]UM
,jj ý ANNýý_XS
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_.,_.ROUNq__ E, Units: pC!/Iiter Anfixiif r=rrnr rnln.l.f-4 KAnA D_ I I I\LJUI LII I. L VýI H3 < 8.57E+00 176 Lessthan 20000 Field Parameters Elevation (ft (msl)) 703.03 Spec. Cond. (field) micromhos/cm 60.3 pH (field) SU 6.05 Oxidation Reduction Potential (ORP)(mV) 296 Temp Celcius (degrees C) 18.02 Turbidity (field) NTU 14.6 Dissolved Oxygen (mg/L) 1.42 PAGE 17 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke II RadiologicalData for Job: 08-APR-6002 I OkEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002046 Location: GM-14 Collection Date: 41812008 09:10:00 Type: GROUND WATER ONS GROUNEI WATER PROTECTION PROGRAM / GM-14 GAMMAGW G fAAMMA GROUND WATER ANALYSIS Units: pCi/liter Artiw,ih, - ::rrnr ('calr-i *fI:rl KAr A Reporting Level MN54 < 3.767E+00 0.OOOE+00 3.767 Less than 1000 C058 < 3.822E+00 O.OOOE+00 3.822 Less than 1000 FE59 < 7.949E+00 0.000E+00 7.949 Less than 400.0 C060 < 3.860E+00 0.000E+00 3.860 Less than 300.0 ZN65 8.830E+00 0.000E+00 8.830 Less than 300.0 NB95 5.434E+00 0.OOOE+00 5.434 Less than 400.0 ZR95 5.818E+00 0.OOOE+00 5.818 Less than 400.0 1131 5.255E+00 0.000E+00 5.255 Less than 2.000 CS134 4.223E+00 0.OOOE+00 4.223 Less than 30.00 CS137 3.835E+00 0.000E+00 3.835 Less than 50.00 BALA140 5.836E+00 0.000E+00 5.836 Less than 200.0 BE7 < 3.304E+01 0.OOOE+00 33.04 No limits specified K40 1.849E+02 2.789E+01 41.30 No limits specified H3GW = ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitv - Error l.aliil Int~ad MI'lA Reporting Level H3 < -1.10E+02 178 Less than 20000 Field Parameters Elevation (ft (msl)) 701.82 Spec. Cond. (field) micromhos/cm 24 pH (field) SU 4.88 Oxidation Reduction Potential (ORP)(mV) 457 Temp Celcius (degrees C) 17.88 Turbidity (field) NTU 23.8 Dissolved Oxygen (mg/L) 2.86 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 GROUND AAMiMA frWATERr ANALYSISII. Units: pCilliter Antiht, - F~rrrr rnIi"in+nrq NtflfA D n rf.in, I ,n-l Les than 1000 MN54 3.767E+00 O.OOOE+00 3.767 Less than 1000 C058 3.508E+00 0.OOOE+00 3.508 Less than 1000 FE59 6.833E+00 0.OOOE+00 6.833 Less than 400.0 C060 3.841E+00 0.OOOE+00 3.841 Less than 300.0 ZN65 7.643E+00 O.OOOE+00 7.643 Less than 300.0 NB95 4.083E+00 0.OOOE+00 4.083 Less than 400.0 ZR95 6.432E+00 0.OOOE+00 6.432 Less than 400.0 1131 5.136E+00 0.OOOE+00 5.136 Less than 2.000 CS134 3.490E+00 0.OOOE+00 3.490 Less than 30.00 CS137 3.482E+00 0.OOOE+00 3.482 Less than 50.00 BALA140 5.513E+00 0.OOOE+00 5.513 Lessithan 200.0 BE7 3.271 E+01 0.OOOE+00 32.71 No limits specified K40 < 5.357E+01 0.OOOE+00 .53.57 No limits specified PAGE 18 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Radiologic ilData tr Job: 08-.APR-0O0200 O Energy. 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 fMfA K D. r+i~-. I I
-\LJVJ LI il L%v i H3 < -5.72E+01 174 Less than 20000 Field Parameters Elevation (ft (msl)) 721.41 Spec. Cond. (field) micromhos/cm 104.4 pH (field) SU 6.75 Oxidation Reduction Potential (ORP)(mV) 82 Temp Celcius (degrees C) 17.27 Turbidity (field) NTU 10 Dissolved Oxygen (mg/L) 2.48 Station: OCONEE Sample #: 28002048 Location: A-1 Collection Date: 4/8/2008 09:10:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-1 AMMA GROUND WATER ANALY$SIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 " 4.488E+00 0.OOOE+00 4.488 No limits specified C058 " 3.770E+00 0.OOOE+00 3.770 No limits specified FE59 < 9.129E+00 0.OOOE+00 9.129 No limits specified C060 < 4.713E+00 0.OOOE+00 4.713 No limits specified ZN65 < 9.961E+00 0.OOOE+00 9.961 No limits specified NB95 < 5.193E+00 0.OOOE+00 5.193 No limits specified ZR95 7.365E+00 0.OOOE+00 7.365 No limits specified 1131 5.590E+00 0.OOOE+00 5.590 No limits specified CS134 4.394E+00 0.OOOE+00 4.394 No limits specified CS 137 < 4.040E+00 0.OOOE+00 4.040 No limits specified BALA140 " 5.366E+00 0.OOOE+00 5.366 No limits specified BE7 " 3.514E+01 0.OOOE+00 35.14 No limits specified K40 3.175E+01 2.052E+01 50.76 No limits specified H3GW T:-
TRITIUM ANALYSIS OF GROUND WATER, Units: pCi/liter Ar iwih - . fr r,,Il tf, NA RA Reporting Level H3 1.780E+03 7.670E+01 173 No limits specified Field Parameters Elevation (ft (msl)) 793.42 Spec. Cond. (field) micromhos/cm 176 pH (field) SU 6.83 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 17.34 Turbidity (field) NTU 2.55 Dissolved Oxygen (mg/L) NA PAGE 19 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke , RadiologicalData for b08-A PR-O002 I oEnergy. 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 -A--MMA* GROUND WATER AN-ALY-SIS Units: pCi/liter A'tixuih, - grrnr K'nlr,,Iot Ai A O n I -- I
/ I LIIEI VI\* L,-j I MN54 < 4.842E+00 0.000E+00 4.842 No limits specified C058 < 4.686E+00 0.OOOE+00 4.686 No limits specified FE59 < 9.898E+00 0.000E+00 9.898 No limits specified C060 < 5.223E+00 0.OOOE+00 5.223 No limits specified ZN65 < 9.907E+00 0.OOOE+00 9.907 No limits specified NB95 < 5.842E+00 0.000E+00 5.842 No limits specified ZR95 < 7.401E+00 O.OOOE+00 7.401 No limits specified 1131 " 6.540E+00 0,000E+00 6.540 No limits specified CS134 < 4.885E+00 0.OOOE+00 4.885 No limits specified CS137 < 4.690E+00 0.000E+00 4.690 No limits specified BALA140 " 6.781E+00 0.000E+00 6.781 No limits specified BE7 < 4.406E+01 0.OOOE+00 44.06 No limits specified K40 < 8.180E+01 0.OOOE+00 81.80 No limits specified Units: TRITIUM ANALYSIS- OF GROUIIND WATER Units: pCi/liter Activitx - Errorw Calculated1 MflA Renortini Lee H3 2.740E+02 5.760E+01 175 No limits specified Field Parameters Elevation (ft (msl)) 793.07 Spec. Cond. (field) micromhos/cm 129 pH (field) SU 6.44 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 18.64 Turbidity (field) NTU 1.01 Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002050 Location: A-8 Collection Date: 4/9/2008 08:50:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-8
,GAMMAGW _] ýGAMMA GROUND WATER ANALYSIS Units: pCi/liter - Irrn.r
-rti, r. .l-1.fnA hAnA Reportinq Level MN54 5.308E+00 0.00OE+00 5.308 No limits specified C058 4.978E+00 0.OOOE+00 4.978 No limits specified FE59 1.027E+01 0.OOOE+00 10.27 No limits specified C060 5.293E+00 0.000E+00 5.293 No limits specified ZN65 9.728E+00 0.OOOE+00 9.728 No limits specified NB95 5.991E+00 0.OOOE+00 5.991 No limits specified ZR95 8.624E+00 0.OOOE+00 8.624 No limits specified 1131 6.670E+00 0.OOOE+00 6.670 No limits specified CS134 5.039E+00 0.OOOE+00 5.039 No limits specified CS137 5.415E+00 0.OOOE+00 5.415 No limits specified BALA140 5.649E+00 0.OOOE+00 5.649 No limits specified BE7 4.237E+01 0.OOOE+00 42.37 No limits specified K40 1.828E+02 2.969E+01 56.07 No limits specified PAGE 20 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke Radiological Data Job: 08-A Gor 4/0086: OlEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002050 Location: A-8 Collection Date: 4/9/2008 08:50:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM I A-8 H3GWiII TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calcltel~t*d MI-lA Reportinq Level H3 < 1.30E+02 176 No limits specified Field Parameters Elevation (ft (msl)) 800.09 Spec. Cond. (field) micromhos/cm 44.5 pH (field) SU 5.77 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 17.38 Turbidity (field) NTU 3.05 Dissolved Oxygen (mguL) NA Station: OCONEE Sample #: 28002051 Location: A-9 Collection Date: 4/7/2008 11:10:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-9
* -AMMAGW;IAMMA GROUND WATER ANALYSIS I Units: pCi/liter Activifv - :rrnr, lntari KfAn i-i Reportingq Level MN54 < 4.423E+00 0.000E+00 4.423 No limits specified C058 " 4.298E+00 0.OOOE+00 4.298 No limits specified FE59 < 9.572E+00 0.00OE+00 9.572 No limits specified C060 < 4.559E+00 0.00OE+00 4.559 No limits specified ZN65 < 9.300E+00 O.000E+00 9.300 No limits specified NB95 < 5.167E+00 0.000E+00 5.167 No limits specified ZR95 " 8.224E+00 O.000E+00 8.224 No limits specified 1131 5.629E+00 0.000E+00 5.629 No limits specified CS134 4.027E+00 0.000E+00 4.027 No limits specified CS137 3.869E+00 0.000E+00 3.869 No limits specified BALA140 < 5.076E+00 0.OOOE+00 5.076 No limits specified BE7 < 3.314E+01 0.OOOE+00 33.14 No limits specified K40 2.044E+02 3.026E+01 35.76 No limits specified H3GW TRITIUM ANALYSIS OF GROUNDWATER .... _____
Units: pCi/liter A ,,fi if ,, _f .... r 1 1 A n r%,A ýf. I I fl y Xt - IHUJI I C317 4 V I IUI IL L"MV I H3 1.790E+03 7.720E+01 174 No limits specified Field Parameters Elevation (ft (msl)) 792.39 Spec. Cond. (field) micromhos/cm 347.7 pH (field) SU 6.4 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 16.68 Turbidity (field) NTU 8.97 Dissolved Oxygen (mg/L) NA PAGE 21 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0002 oEnergy. 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 H3 3.460E+02 5.930E+01 177 No limits specified Field Parameters Elevation (ft (msl)) 691.28 Spec. Cond. (field) micromhos/cm 140.7 pH (field) SU 5.92 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 15.19 Turbidity (field) NTU 3.47 Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002053 Location: A-11 Collection Date: 4/9/2008 11:15:00 Type: CTP GWATER ONS GROU ND WATER PROTECTION PROGRAM I A-1I
,GAMMiAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter A, , r::tr.. rlt-,,1**1,- Ift "A Reportingq Level MN54 < 4.127E+00 0.OOOE+00 4.127 No limits specified C058 < 3.807E+00 0.OOOE+00 3.807 No limits specified FE59 < 7.960E+00 0.000E+00 7.960 No limits specified C060 < 3.630E+00 0.OOOE+00 3.630 No limits specified ZN65 < 8.465E+00 0.OOOE+00 8.465 No limits specified NB95 < 4.655E+00 0.OOOE+00 4.655 No limits specified ZR95 < 6.738E+00 0.OOOE+00 6.738 No limits specified 1131 < 4.786E+00 0.OOOE+00 4.786 No limits specified CS134 " 4.042E+00 0.OOOE+00 4.042 No limits specified CS137 < 3.744E+00 0.OOOE+00 3.744 No limits specified BALA140 < 5.624E+00 0.OOOE+00 5.624 No limits specified BE7 < 3.340E+01 0.OOOE+00 33.40 No limits specified K40 < 6.815E+01 0.OOOE+00 68.15 No limits specified PAGE 22 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0002 O Energy. 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 f4KnA D rf.r I I H3 < 7.33E+01 153 No limits specified Field Parameters Elevation (ft (msl)) 695.89 Spec. Cond. (field) micromhos/cm 43 pH (field) SU 5.9 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 15.9 Turbidity (field) NTU 2.1 Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002054 Location: A-12 Collection Date: 4/9/2008 10:35:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-12
,AMAGW 3
',AMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error C;alculated MDA Reportinq Level MN54 < 3.862E+00 0.OOOE+00 3.862 No limits specified C058 < 3.912E+00 0.OOOE+00 3.912 No limits specified FE59 " 9.112E+00 O.OOOE+00 9.112 No limits specified C060 " 3.450E+00 0.OOOE+00 3.450 No limits specified ZN65 " 9.112E+00 0.OOOE+00 9.112 No limits specified NB95 < 5.056E+00 0.OOOE+00 5.056 No limits specified ZR95 " 7.168E+00 0.OOOE+00 7.168 No limits specified 1131 " 5.426E+00 0.OOOE+00 5.426 No limits specified CS134 " 3,623EO00 0.OOOE+00 3.623 No limits specified CS137 " 4.129E+00 O.000E+O0 4.129 No limits specified BALA140 " 5.623E+00 O.OOOE+00 5.623 No limits specified BE7 " 3.496E+01 O.OOOE+00 34.96 No limits specified K40 8.682E+01 1.792E+01 43.30 No limits specified Units HG.RITUMANALYSIS OF
-___ GROUND WATER _. .......... __ _
Units: pCi/liter ,-;,,- _ .. r ',,i*,t*, NAnlA *=** . I .. I \[uvJI LII1. -- VVI H3 < 7.62E+01 151 No limits specified Field Parameters Elevation (ft (msl)) 709.28 Spec. Cond. (field) micromhos/cm 20 pH (field) SU 5.5 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 15.37 Turbidity (field) NTU 8.67 Dissolved Oxygen (mg/L) NA PAGE 23 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
Duke diologicalData for Job: 08-A PR-00021
,Energy. 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-13
ýAMAGW GAMMA GROUND WATER ANALYSIS _._-____
Units: pCi/liter Arnfiwih, - r~rrnr C"Ilr,,l IfKt fA Dmn,/ ,rfirn, P I I H No limi-tsp MN54 < 5.185E+00 0.OOOE+00 5.185 No limits specified C058 < 5.651E+00 0.OOOE+00 5.651 No limits specified FE59 < 1.014E+01 0.000E+00 10.14 No limits specified C060
- 6.518E+00 0.OOOE+00 6.518 No limits specified ZN65 < 9.839E+00 0.OOOE+00 9.839 No limits specified NB95 < 5.547E+00 0.000E+00 5.547 No limits specified ZR95 < 1.073E+01 0.000E+00 10.73 No limits specified 1131 < 7.612E+00 0.000E+00 7.612 No limits specified CS134 < 3.963E+00 0.000E+00 3.963 No limits specified CS137
- 4.761E+00 0.OOOE+00 4.761 No limits specified BALA140 < 9.021E+00 0.OOOE+00 9.021 No limits specified BE7 < 3.509E+01 0.000E+00 35.09 No limits specified K40 1.053E+02 3.607E+01 60.58 No limits specified H3GW 7 RITlUM ANALYSIS OF GRQOUND WATER Units: pCi/liter Activitlv - Frror Calculated MflA ReportinQ Level H3 1.070E+03 6.250E+01 151 No limits specified Field Parameters Elevation (ft (msl)) 786.8 Spec. Cond. (field) micromhos/cm 262 pH (field) SU 8.45 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 20.19 Turbidity (field) NTU 22.4 Dissolved Oxygen (mg/L) NA 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 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
Duke Radiological Data for Job: 08-A PR-00026 ,Energy. Report Generated: 4/24/2008 16:31:40 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 H j'G-VV 'TPTIN1ANAYSS F ROUiqD WAKTER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 1.380E+03 6.690E+01 152 No limits specified Field Parameters Elevation (ft (msl)) 784.83 Spec. Cond. (field) micromhos/cm 201.5 pH (field) SU 8.98 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 20.04 Turbidity (field) NTU 2.31 Dissolved Oxygen (mg/L) NA 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 8.268E+00 0.OOOE+00 8.268 No limits specified 1131 5.511E+00 0.OOOE+00 5.511 No limits specified CS134. 4.798E+00 0.OOOE+00 4.798 No limits specified CS137 4.847E+00 0.OOOE+00 4.847 No limits specified BALA140 7.316E+00 0.OOOE+00 7.316 No limits specified BE7 3.544E+01 0.OOOE+00 35.44 No limits specified K40 8.858E+01 0.OOOE+00 88.58 No limits specified UH3Gi 'TRITUM 'AN~ALYý§kSSOF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 1.590E+02 4.920E+01 153 No limits specified Field Parameters Elevation (ft (msl)) 790.71 Spec. Cond. (field) micromhos/cm 62 pH (field) SU 6.14 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 19.28 Turbidity (field) NTU 3.9 Dissolved Oxygen (mg/L) NA PAGE 25 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PhDuke Am~l RadiologicalData 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 -R AANALYSI.S-1Sf ....
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 Ati*,itw, - Prrmr rl(-lr'i =tl Parl'A Par nrtinr I ýnl H3 < 3.26E+01 153 No limits specified Field Parameters Elevation (ft (msl)) 793.71 Spec. Cond. (field) micromhos/cm 65 pH (field) SU 6.09 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 19.11 Turbidity (field) NTU 1.81 Dissolved Oxygen (mg/L) NA 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 pArMMArGROUDi -WATER ANALYSIS tIA _ni I _-l Units: pCi/liter Acttvttv - Error Cacla~iIted MlA Repnrtint, Lee MN54 4.449E+00 0.000E+00 4.449 No limits specified C058 4.153E+00 0.000E+00 4.153 No limits specified FE59 9.151 E+00 0.000E+00 9.151 No limits specified C060 4.503E+00 0.000E+00 4.503 No limits specified ZN65 9.834E+00 0.000E+00 9.834 No limits specified NB95 5.415E+00 0.OOOE+00 5.415 No limits specified ZR95 8.085E+00 0.OOOE+00 8.085 No limits specified 1131 6.341 E+00 0.000E+00 6.341 No limits specified CS134 3.908E+00 O.OOOE+00 3.908 No limits specified CS137 C 4.440E+00 0.OOOE+00 4.440 No limits specified BALA140 C 6.954E+00 0.000E+00 6.954 No limits specified BE7 C 3.943E+01 0.OOOE+00 39.43 No limits specified K40 C 6.621E+01 0.000E+00 66.21 No limits specified PAGE 26 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke r RadiolOgicalDatfor 08-APRO002 I O Energy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002059 Location: BG-4 Collection Date: 4/8/2008 13:15:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM I BG-4 Unfits piT/IitNAtiSvitS OF GROUND WrAT Units: pCi/liter Activitv, - Error v* Ilculated MDA Reportinq Level H3 < 1.07E+'02 151 No limits specified Field Parameters Elevation (ft (msl)) 811.56 Spec. Cond. (field) micromhos/cm 52.7 pH (field) SU 5.68 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 15.84 Turbidity (field) NTU 3.46 Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002060 Location: MW-RP01 Collection Date: 4/9/2008 10:25:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP01 3A-MMAý,GGW AMMA GROUND WATER ANALYSIS * . 1 Units: pCi/liter - P.
-tivt . KMA Reportingq Level MN54 4.086E+00 0.000E+00 4.086 No limits specified C058 4.477E+00 0.000E+00 4.477 No limits specified FE59 9.985E+00 0.000E+00 9.985 No limits specified C060 4.903E+00 0.OOOE+00 4.903 No limits specified ZN65 9.678E4-00 0.000E+00 9.678 No limits specified NB95 4.569E+00 0.000E-400 4.569 No limits specified ZR95 8.154E+00 0.000E+00 8.154 No limits specified 1131 < 6.230E+00 0.OOOE+00 6.230 No limits specified CS134 3.935E+00 0.OOOE+00 3.935 No limits specified CS137 4.663E+00 0.OOOE+00 4.663 No limits specified BALA140 6.878E+00 0.OOOE+00 6.878 No limits specified BE7 4.171E+01 0.OOOE+00 41.71 No limits specified K40 4.115E+01 2.591E+01 53.01 No limits specified H3GW *TRITIUM ANALYSIS OF GROUND WATER _ __
Units: pCi/liter Artivitb - Error C.2I MfA n-'IIf*td RPn rMinn I iwal H3 < 4.18E+01 150 No limits specified Field Parameters Elevation (ft (msl)) 760.77 Spec. Cond. (field) micromhos/cm 22.6 pH (field) SU 5.49 Oxidation Reduction Potential (ORP)(mV) 443 Temp Celcius (degrees C) 21.03 Turbidity (field) NTU 2.53 Dissolved Oxygen (mg/L) 1.33 PAGE 27 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke I RadiologicalData for Job: 08-APR-0002 OlEnergy. Report Generated: 4/24/2008 16:31:40 Station: OCONEE Sample #: 28002061 Location: MW-RP02 Collection Date: 4/9/2008 08:55:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP02 GAMMAGW ] GAMMA GROUND WATER ANALYSIS : . Units: pCi/liter Activity - Error Calculated MDA Reportingq Level MN54 4.255E+00 0.000E+00 4.255 No limits specified C058 3.250E+00 O.O00E+00 3.250 No limits specified FE59 9.645E+00 0.000E+00 9.645 No limits specified C060 4.793E+00 0.000E+00 4.793 No limits specified ZN65 9.600E+00 0.000E+00 9.600 No limits specified NB95 5.391E+00 0.000E+00 5.391 No limits specified ZR95 6.186E+00 0.OOOE+00 6.186 No limits specified 1131 6.048E+00 0.000E+00 6.048 No limits specified CS134 4.077E+00 0.000E+00 4.077 No limits specified CS137 C 4.153E+00 0.000E+00 4.153 No limits specified BALA140 C 6.638E+00 0.000E+00 6.638 No limits specified BE7 C 3.851E+01 0.OOOE+00 38.51 No limits specified K40 2.040E+02 2.923E+01 44.79 No limits specified H3GW ITRITIUM ANALYSIS OF GROUND WATER ~1 Units: pCi/liter A.fi,,h, r. r, I, tLU
+ hARA jaItUI VI JaV Reporting Level H3 < -2.16E+01 147 No limits specified Field Parameters Elevation (ft (msl)) 741.62 Spec. Cond. (field) micromhos/cm 28.9 pH (field) SU 5.46 Oxidation Reduction Potential (ORP)(mV) 247 Temp Celcius (degrees C) 19.44 Turbidity (field) NTU 194 Dissolved Oxygen (mg/L) .22 Station: OCONEE Sample #: 28002062 Location: MW-RP03 Collection Date: 4/9/2008 09:45:00 Type: BURIAL WELL ONS TUBE BURIAL / MW-RP03 GAMMAGW AMMA GROUND WATER ANALYSIS A
Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 C 4.108E+00 0.OOOE+00 4.108 No limits specified C058 C 4.120E+00 0.OOOE+00 4.120 No limits specified FE59 C 9.520E+00 0.000E+00 9.520 No limits specified C060 C 4.312E+00 0.OOOE+00 4.312 No limits specified ZN65 C 9.341E+00 0.OOOE+00 9.341 No limits specified NB95 C 5.428E+00 0.OOOE+00 5.428 No limits specified ZR95 C 7.456E+00 0.O00E+00 7.456 No limits specified 1131 5.158E+00 0.OOOE+00 5.158 No limits specified CS134 C 4.046E+00 0.000E+00 4.046 No limits specified CS137 C 4.251E+00 0.OOOE+00 4.251 No limits specified BALA140 6.927E+00 0.OOOE+00 6.927 No limits specified BE7 C 3.720E+01 0.000E+00 37.20 No limits specified K40 6.768E+01 2.981E+01 60.09 No limits specified PAGE 28 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
kDuke I* /:Radiological Data for Job: 08-APR-0002 I O Energy. 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 I -I L..V*I II UI.II H3 < -3.22E+01 151 No limits specified Field Parameters Elevation (ft (msl)) 737.01 Spec. Cond. (field) micromhos/cm 28.8 pH (field) SU 5.03 Oxidation Reduction Potential (ORP)(mV) 402 Temp Celcius (degrees C) 18.83 Turbidity (field) NTU 55.4 Dissolved Oxygen (mg/L) 1.92 PAGE 29 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke RadiologicalData for Job: 08-APR-0013 1 oEnergy. Report Generated: 4/14/2008 11:47:40 Station: OCONEE Sample #: 28002245 Location: NA Collection Date: 4/9/2008 08:30:00 Type: H3INVESTIGATION ONS GROUND WATER PROTECTION PROJECT I CB-135 Uis e A t OFrr NWATER__I. *tpY MIA IF"*nnrinnI Units: pCilliter Activitv - Error C~alculatedI MfA Ren rtinn Lee H3 < 1.37E+.02 156 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 91.2 pH (field) SU 5.93 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) 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 WATER*, ___.....__...____...___... Units: pCi/liter Ar-fi/if Prrr rnin"Ita-l It A Pa,*nrfinn I awal H3 2.820E4-03 8.370E+01 155 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 193.9 pH (field) SU 6.48 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002247 Location: NA Collection Date: 4/9/2008 08:50:00 Type: H3iNVESTIGATION ONS GROUND WATER PROTECTION PROJECT I CB-97 Ut3GV p/l Ter ANALYSS *OFGROUND WATER Units: pCi/liter A~*~h Ii it,' 1 r' 1+ ARAMDI I 0IlU aL~ IVIu IjL;IIJU Ul I,.4 LUVyI H3 < 1.20E+02 155 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 55.8 pH (field) SU 7.17 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA PAGE 1 OF 3 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersviile, NC 28078-7929
PDuke 11 RadiologicalData for Job: 08-APR-0013 I O Energy. Report Generated: 4/14/2008 11:47:40 Station: OCONEE Sample #: 28002248 Location: NA Collection Date: 4/9/2008 09:10:00 Type: H31NVESTIGATION ONS GROUND WA TER PROTECTION PROJECT/ CB-131
-3GW- TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter A - Errnr
-fivit r'.-qllrljnt~rl RMnA Reportinq Level H3 4.560E+03 9.850E+01 152 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 63.4 pH (field) SU 7.28 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) 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, H3 1.910E+02 5.050E+01 155 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 110.9 pH (field) SU 6.05 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA Station: OCONEE Sample #: 28002250 Location: NA Collection Date: 4/912008 09:30:00 Type: H31NVESTIGATION ONS GROUND WATER PROTECTION PROJECT / 48" CULVERT H3GW " ITRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitv - Frrnr CalcuJl~t~d MI-}A Reportinq Level H3 9.480E+02 6.020E+01 150 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond, (field) micromhos/cm 118.6 pH (field) SU 7.89 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA PAGE 2 OF 3 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
Duke RadiologicalData for Job: 08-APR-0013 wEnergy. 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 VURVUig*VU IVI*I t:ý ::I NO SAMPLE Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 56.6 pH (field) SU 6.91 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbidity (field) NTU NA Dissolved Oxygen (mg/L) NA PAGE 3 OF 3 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
PDuke I 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 V Energy. Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002642 LOCATION: NA TYPE: H31NVESTIGATION 04/29/08 14:40:00 to 04/29/08 14:40:00 ONS GEOPROBE WELL - GP-9 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.195E+00 O.OOOE+00 pCi/I C058 < 5.095E+00 O.000E+00 pCi/I FE59 < 8.290E+00 0.OOOE+00 pCi/I C060 < 5.300E+00 0.OOOE+00 pCi/I ZN65 < 9.671E+00 0.OOOE+00 pCi/I NB95 < 4.743E+00 0.OOOE+00 pCi/I ZR95 " 1.013E+01 O.OOE+00 pCi/I 1131 " 8.889E+00 O.OOOE+00 pCi/I CS134 < 4.436E+00 0.OOOE+00 pCi/I CS137 " 6.072E+00 0.OOOE+00 pCi/I BALA140 < 6.892E+00 0.000E+00 pCi/I pCi/I BE7 < 4.818E+01 0.OOOE+00 pCi/I K40 2.375E+02 3.469E+01 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 7.980E+03 1.340E+02 pCi/I STATION: OCONEE Sample #: 28002643 LOCATION: NA TYPE: H31NVESTIGATION 04/29/08 16:25:00 to 04/29/08 16:25:00 ONS GEOPROBE WELL - GP-1O GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 3.566E+00 0.OOOE+00 pCi/I C058 " 3.765E+00 0.OOOE+00 pCi/I FE59 " 8.153E+00 0.OOOE+00 pCi/I C060 " 4.114E+0O 0.OOOE+00 pCi/I ZN65 " 9.509E+00 O.OOOE+00 pCi/I NB95 " 4.968E+00 0.OOOE+00 pCi/I ZR95 " 6.432E+00 0.OOOE+00 pCi/I 1131 " 5.996E+00 0.OOOE+00 pCi/I CS134 " 3.603E+00 O.OOOE+00 pCi/I CS137 " 3.685E+00 0.OOOE+00 pCi/I BALA140 " 5.885E+00 0.OOOE+00 pCi/I BE7 " 3.258E+01 0.OOOE+00 pCi/I K40 1.502E+02 2.938E+01 pCi/I PAGE 1 OF 10
PDuke I 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 EEnergy. Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002643 LOCATION: NA TYPE: H31NVESTIGATION 04/29/08 16:25:00 to 04129/08 16:25:00 ONS GEOPROBEWELL - GP-1O H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 8.871 E+03 1.390E+02 pCi/I STATION: OCONEE Sample #: 28002644 LOCATION: NA TYPE: H31NVESTIGATION 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.03E+02 pCi/I STATION: OCONEE Sample #: 28002645 LOCATION: NA TYPE: H31NVESTIGATION 04/30/08 11:20:00 to 04/30/08 11:20:00 ONS GEOPROBE WELL - GP-12 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4,133E+00 0,OOOE+00 pci/I C058 < 3,979E+00 0,OOOE+00 pci/I FE59 " 6.296E+00 0,OOOE+00 pci/I C060 < 3.733E+00 0O0O0E+00 pci/I PAGE 2 OF 10
PDuke K 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 oEnergys. 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 ONS GEOPROBEWELL - GP-12 GAMMAGW GAMMA GROUND WATER ANALYSIS 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 3.8FE+01 pCi/I STATION: OCONEE Sample #: 28002719 LOCATION: NA TYPE: H31NVESTIGATION 04/30/08 16:55:00 to 04/30/08 16:55:00 ONS GEOPROBEWELL - GP-13 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.003E+00 O.OOOE+00 pCi/I C058 < 4.475E+00 0.OOOE+00 pCi/I FE59 < 1.077E+01 0.OOOE+00 pCi/I C060 " 5.374E+00 0.000E+00 pCi/I ZN65 " 8.683E+00 0.000E+00 pCill NB95 < 5.430E+00 0.OOOE+00 pCi/I ZR95 < 8.968E+00 0.OOOE+00 pCi/I 1131 < 8.338E+00 0.OOOE+00 pCi/I CS134 < 4.782E+00 0.OOOE+00 pCi/I CS137 < 4.902E+00 O.OOOE+00 pCi/I BALA140 < 8.634E+00 0.000E+00 pCi/I BE7 < 4.032E+01 O.OOOE+00 pCi/I K40 7.215E+01 2.199E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < -2.45E+01 pCi/I PAGE 3 OF 10
Duke i 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 Energy. Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002720 LOCATION: NA TYPE: H31NVESTIGATION 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 4.92E+01 pCi/I STATION: OCONEE Sample #: 28002721 LOCATION: NA TYPE: H31NVESTIGATION 05/01/08 11:20:00 to 05/01/08 11:20:00 ONS GEOPROBEWELL - GP-15 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity- Error MN54 < 3.498E+00 O.OOOE+00 pCi/I C058 < 3.872E+00 0.OOOE+00 pCi/I FE59 < 7.668E+00 0.OOOE+00 pCi/I C060 < 3.902E+00 0.OOOE+00 pCi/I ZN65 < 8.413E+00 0.OOOE+00 pCi/I NB95 < 4.501E+00 0.OOOE+00 pCi/I ZR95 < 7.017E+00 0.OOOE+00 pCi/I 1131 < 5.295E+00 0.OOOE+00 pCi/I CS134 < 3.405E+00 0.OOOE+00 pCi/I CS137 < 3.107E+00 O.OOOE+00 pCi/I BALA140 " 5.772E+00 0.OOOE+00 pCi/I BE7 < 3.094E+01 0.OOOE+00 pCi/I K40 7.482E+01 2.315E+01 PCi/I PAGE 4 OF 10
PDuke I 08-MAY-0001, 08-MAY-0009, 08-MAY-O012 O Energy. Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002721 LOCATION: NA TYPE: H31NVESTIGATION 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 H3 < -6.63E+00 pCi/I STATION: OCONEE Sample #: 28002722 LOCATION: NA TYPE: H31NVESTIGATION 05/01/08 15:20:00 to 05/01/08 15:20:00 ONS GEOPROBE WELL - GP-8 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.511E+00 0.000E+00 pCi/I C058 < 4.849E+00 0.000E+00 pCi/I FE59 < 1.010E+01 0.OOOE+00 pCi/I C060 < 4.332E+00 0.OOOE+00 pCi/I ZN65 < 9.802E+00 O.OOOE+00 pCi/I NB95 < 4.789E+0 0.000EO+00 pCi/I ZR95 < 8.864E+00 0.OOOE+00 pCi/I 1131 < 7.020E+00 0.OOOE+00 pCi/I CS134 < 3.859E+00 0.OOOE+00 pCi/I CS137 < 4.754E+00 0.000E+00 pCi/I BALA140 " 5.446E+00 0.OOOE+00 pCi/I BE7 < 4.473E+01 O.OOOE+00 pCi/I K40 2.647E+02 2.791E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.420E+04 1.720E+02 pCi/I STATION: OCONEE Sample #: 28002723 LOCATION: NA TYPE: H31NVESTIGATION 05/05/08 10:05:00 to 05/05/08 10:05:00 ONS GEOPROBE WELL - GP-6 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.219E+00 0.OOOE+00 pCi/I C058 < 4.237E+00 0.OOOE+00 pCi/I FE59 < 8.330E+00 0.OOOE+00 pCi/I CO60 < 4.741E+00 O.OOOE+00 pCi/I PAGE 5 OF 10
Duke 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 SEnergy. Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002723 LOCATION: NA TYPE: H31NVESTIGATION 05/05/08 10:05:00 to 05/05/08 10:05:00 ONS GEOPROBE WELL - GP-6 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 8.580E+02 6.700E+01 pCi/I STATION: OCONEE Sample #: 28002763 LOCATION: NA TYPE: H31NVESTIGATION 05/05/08 15:10:00 to 05/05/08 15:10:00 ONS GEOPROBE WELL - GP-1 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 " 2.833E+00 0.OOOE+00 pCi/I C058 " 3.088E+00 0.000E+00 pCi/I FE59 " 6.257E+00 0.000E+00 pCi/I C060 " 3.479E+00 0.000E+00 pCi/I ZN65 pCi/I
" 7.976E+00 0.000E+00 NB95 " 4.053E+00 0.000E+00 pCi/I ZR95 " 5.171E+00 0.000E+00 pCi/I 1131 " 4.929E+00 0.000E+00 pCi/I CS134 " 3.2115E00 0.000E+00 pCi/I CS137 " 4.164E+00 0.000E+00 pCi/I BALA140 " 4.430E+00 0.000E+00 pCi/I pCi/I BE7 " 3.079E+01 0.000E+00 pCi/I K40 9.060E+01 1.987E+01 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 8.90E+01 pCi/I PAGE 6 OF 10
&Duke 7 08-MAY-0001, 08-MAY-O009,08-MAY-O012 O Energy. Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002764 LOCATION: NA TYPE: H31NVESTIGATION 05/05/08 16:50:00 to 05/05/08 16:50:00 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 2.810E+02 5.750E+01 pCi/I 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.525E+00 O.OOOE+00 pCi/I C058 " 3.982E+00 O.OOOE+00 PCi/I FE59 " 8.597E+00 0.OOOE+00 pci/1 C060 " 5.436E+00 O.OOOE+00 pCi/I ZN65 " 9.892E+00 O.OOOE+00 Pci/I NB95 " 4.755E+00 O.OOOE+00 ZR95 " 9.242E+00 0.OOOE+00 pci/I 1131 < 6.331E+00 0.OOOE+00 pci/I CS134 " 4.118E+00 0.OOOE+00 pCi/I CS137 < 4.953E+00 0.OOOE+00 pCi/I BALA140 < 6.876E+00 O.OOOE+00 pci/I BE7 < 4.233E+01 O.OOOE+00 p01/I K40 4.405E+02 3.915E+01 pCi/I PAGE 7 OF 10
PDuke 08-MAY-O001, 08-MAY-0009, 08-MAY-0012 oEnergy. 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 H3 1.270E+03 7.080E+01 pCi/I STATION: OCONEE Sample #: 28002766 LOCATION: NA TYPE: H31NVESTIGATION 05/05/08 13:40:00 to 05/05/08 13:40:00 ONS GEOPROBEWELL - GP-4 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 " 3.975E+00 0.OOOE+00 pCi/I C058 " 4.790E+00 0.OOOE+00 pCi/I FE59 " 1.047E+01 0.OOOE+00 pCi/I C060 " 5.859E+00 0.OOOE+00 p0i/I ZN65 " 9.667E+00 0.OOOE+00 pCi/I NB95 " 4.892E+00 0.OOOE+00 pCi/I ZR95 " 8.153E+00 0.OOOE+00 pCi/I 1131 " 6.889E+00 0.OOOE+00 pCi/I CS134 " 4.985E+00 O.OOOE+00 pCi/I CS137 " 4.182E+00 0.OOOE+00 pCi/I BALA140 " 6.317E+00 0.OOOE+00 pCi/I pCi/I BE7 " 4.582E+01 0.OOOE+00 pCi/I K40 2.341E+02 3.219E+01 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.41E+02 pCi/I STATION: OCONEE Sample #: 28002767 LOCATION: NA TYPE: H31NVESTIGATION 05/06/08 15:10:00 to 05/06/08 15:10:00 ONS GEOPROBE WELL - GP-5 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.914E+00 0.OOOE+00 pCi/I C058 " 4.783E+00 0.OOOE+00 pCi/I FE59 " 8.962E+00 0.OOOE+00 pCi/I C060 " 4.519E+00 O.OOOE+00 pCi/I PAGE 8 OF 10
PDuke 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 I EEnergy. I Report Generated: 5/13/2008 07:16:35 STATION: OCONEE Sample #: 28002767 LOCATION: NA TYPE: H31NVESTIGATION 05/06/08 15:10:00 to 05/06/08 15:10:00 ONS GEOPROBE WELL - GP-5 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error ZN65 < 9.709E+00 0.OOOE+00 pCi/I NB95 < 4.536E+00 O.000E+00 pCi/I ZR95 < 6.849E+00 0.000E+00 pCi/I 1131 < 6.368E+00 0.OOOE+00 pCi/I CS134 < 5.511E+00 0.000E+00 pCi/I CS137 < 4.156E+00 0.OOOE+00 pCi/I BALA140 < 5.254E+00 O.000E+00 pCi/I BE7 " 4.185E+01 O.000E+00 pCi/I K40 2.650E+02 3.673E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.300E+03 7.120E+01 pCi/I 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 " 3.434E+00 0.000E+00 pCi/I C058 < 4.416E+00 0.000E+00 pCi/I FE59 < 8.795E+00 0.OOOE+00 pCi/I C060 < 4.359E+00 0.OOOE+00 pCi/I ZN65 " B.831E+00 0.OOOE+00 pCi/I NB95 < 6.130E+00 0.OOOE+00 pCi/I ZR95 < 7.674E+00 0.000E+00 pCi/I 1131 < 6.497E+00 0.OOOE+00 pCi/I CS134 < 4.580E+00 0.OOOE+00 pCi/I CS137 < 4.630E+00 0.000E+00 pCi/I BALA140 " 7.229E+00 0.OOOE+00 pCi/I BE7 < 4.074E+01 0.OOOE+00 pCi/I K40 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 RadiologicalData for Job: 08-MA Y-0056 EEnergy. Report Generated: 6/3/2008 06:09:03 STATION: OCONEE Sample #: 28003148 LOCATION: NA TYPE: H31NVESTIGATION 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 Activity - Error MN54 < 4.599E+00 Q.000E+00 pCi/I C058 < 3.601E+00 0.000E+00 pCi/I FE59
- 6.941E+00 0.000E+00 pCi/I C060 < 4.741E+00 0.OOOE+00 pCi/I ZN65 < 7.613E+00 0.OOOE+00 pCi/I NB95 < 3.835E+00 0.000E+00 pCi/I ZR95 < 5.090E+00 0.000E+00 pCi/I 1131 < 4.541E+00 0.000E+00 pCi/I CS134 < 3.748E+00 0.000E+00 pCi/I CS137 < 3.593E+00 0.000E+00 pCi/I BALA140 < 3.361E+00 0.000E+00 pCi/I BE7 < 3.198E+01 0.000E+00 pCi/I K40 < 6.386E+01 0.000E+00 p*Ci/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.53E+02 pCi/I STATION: OCONEE Sample #: 28003149 LOCATION: NA TYPE: H31NVESTIGATION 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 Activity - Error MN54 < 3.338E+00 0.000E+00 pCi/I C058 < 2.652E+00 0.000E+00 pCi/I FE59 < 5.656E+00 0,000E+00 p*Ci/I CO60 < 2.851E+00 0,000E+00 pCi/I ZN65 " 6.664E+00 0.OOOE+00 pCi/I NB95 < 3.385E+00 0.000E+00 pCi/I ZR95 < 5.528E+00 0.000E+00 pCi/I 1131 < 3.284E+00 0.000E+00 pCi/I CS134 < 2.732E+00 0.000E+00 pCi/I CS137 " 3.377E+00 0.000E+00 pCi/I BALA140 " 3.024E+00 0.000E+00 pCi/I BE7 < 2.347E+01 0.000E+00 pCi/I K40 1.156E+02 1.645E+01 pCi/I PAGE 1 OF 2
PDuke RadiologicalData for Job: 08-MA Y-0056 1 dEnergy. 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 I RadiologicalData for Job: 08-MA Y-0062 j oEnergy. Report Generated: 6/3/2008 06:17:12 STATION: OCONEE Sample #: 28003181 LOCATION: NA TYPE: H31NVESTIGATION 05/22/08 10:36:00 to 05/22/08 10:36:00 ONS GROUND WATER PROJECT I CATCH BASIN - CB 135 GAMMAGW GAMMA GRO LUND WATER ANALYSIS Activity - Error MN54 " 5.166E+00 0.000E+00 pCi/I C058 " 5.487E4-00 0.000E+00 pCi/I FE59 " 1.078E+01 0.000E+00 pCi/I C060 " 4.411 E+00 0.000E+00 pCi/I ZN65 " 9.348E+00 0.000E+-00 pCi/I NB95 " 5.750E+400 0.000E-400 pCi/I ZR95 " 8.973E+'00 0.000E-400 pCi/I 1131 " 8.771E+400 0.000E4-00 pCi/I CS134 "~ 4.729E+00 0.000E4-00 pCi/I CS137 " 4.642E+400 0.000E+00 pCi/I BALA140 " 6.683E4-00 0.000E-400 pCi/I BE7 " 5.088E+01 0.000E4-00 pCi/I K40 2.727E+02 3.191E4-01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 4.43E+01 pCi/I STATION: OCONEE Sample #: 28003182 LOCATION: NA TYPE: H31NVESTIGATION 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 Activity - Error MN54 < 4.934E+00 0.OOOE+00 pCi/I C058 < 5.058E+00 0.OOOE+00 pCi/I FE59 < 1.060E+01 0.OOOE+00 pCi/I C060 < 5.511E+00 0.OOOE+00 pCi/I ZN65 < 9.250E+00 0.000E+00 pCi/I NB95 " 4.274E+00 0.000E+00 pCi/I ZR95 < 8.437E+00 0.OOOE+00 pCi/I 1131 < 6.525E+00 0.OOOE+00 pCi/I CS134 " 4.442E+00 0.OOOE+00 pCi/I CS137 " 5.194E+00 0.000E+00 pCi/I BALA140 < 8.450E+00 0.OOOE+00 pCi/I BE7 < 2.817E+01 0.OOOE+00 pCi/I K40 < 6.395E+01 0.OOOE+00 pCi/I PAGE 1 OF 2
PDuke RadiologicalData for Job: 08-MA Y-0062 ---- I VEnergy. Report Generated: 6/3/2008 06:17:12 STATION: OCONEE Sample #: 28003182 LOCATION: NA TYPE: H31NVESTIGATION 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 H3 8.910E+02 6.200E+01 pCi/I STATION: OCONEE Sample #: 28003183 LOCATION: NA TYPE: H3INVESTIGATION 05/22/08 11:00:00 to 05/22/08 11:00:00 ONS GROUND WATER PROJECT I CATCH BASIN - CB 147 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 3.021E+00 0.OOOE-00 pCi/I CO58 < 3.011E+00 O.OOOE+00 pCi/I FE59 < 6.754E+00 O.OOOE+00 pCi/I C060 < 3.797E+00 0.OOOE+00 pCi/I ZN65 < 8.094E+00 0.000E+00 pCi/I NB95 < 3.421E+00 0.OOOE+00 pCi/I ZR95 < 5.750E+00 O.OOOE+00 pCi/I 1131 < 5.163E+00 O.OOOE+00 pCi/I CS134 < 3.524E+00 O.OOOE+00 pCi/I CS137 < 3.266E+00 O.OOOE+00 pCi/I BALA1 40 < 4.100E+00 0.OOOE+00 pCi/I BE7 < 2.872E+01 0.OOOE+00 pCi/I K40 8.115E+01 1.686E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.280E+03 6.850E+01 pCi/I PAGE 2 OF 2
PDuke 7 RadiologicalData for Job: 08-MA Y-0057 dEnergy. Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003150 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 08:40:00 to 05/21/08 08:40:00 ONS GROUND WATER PROJECT - GEOPROBE- GP-1 GAMMAGW GAMMA GRC)UND WATER ANALYSIS Activity - Error MN54 < 3.460E+00 O.OOOE+00 pCi/I C058 " 3,371E+00 0.000E+00 pCi/I FE59 < 7.629E+00 0.OOOE+00 pCi/I C060 < 3.803E+00 0.OOOE+00 pCi/I ZN65 < 7.774E+00 0.OOOE+00 pCi/I NB95 < 5.330E+00 O.OOOE+00 pCi/I ZR95 " 6.541E+00 O.OOOE+00 pCi/I 1131 < 4.834E+00 0.OOOE+00 pCi/I CS134 < 3.727E+00 0.OOOE+00 pCi/I CS 137 < 3.798E+00 O.OOOE+00 pCi/I BALA140 < 4.008E+00 0.OOOE+00 pCi/I BE7 < 3.273E+O1 0.OOOE+00 pCi/I PCi/I K40 5.251E+01 2.990E+01 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.26E+02 pCi/I 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 3.685E+00 0.OOOE+00 pCi/I C058 < 3.693E+00 O.OOOE+00 pCi/I FE59 < 7.120E+00 0.OOOE+00 pCi/I C060 < 4.307E+00 0.OOOE+00 pCi/I ZN65 < 9.113E+00 O.OOOE+00 pCi/I NB95 < 4.299E+00 0.000E+00 pCi/I ZR95 < 6.822E+00 O.OOOE+00 pCi/I 1131 < 4.537E+00 0.OOOE+00 pCi/I CS134 < 3.717E+00 0.OOOE+00 pCi/I CS137 < 3.447E+00 0.000E+00 pCi/I BALA140 < 5.526E+00 0.000E+00 pCi/I pCi/I BE7 < 3.179E+01 0.OOOE+00 pCi/I K40 8.902E+01 2.706E+01 PAGE 1 OF 8
%Duke - RadiologicalData for Job: 08-MA Y-0057 O Energy. 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 H3 3.160E+02 5.890E+01 pCi/I STATION: OCONEE Sample #: 28003152 LOCATION: NA TYPE: H31NVESTIGATION 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.310E+03 7.310E+01 pCi/I 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 MN54 " 3.668E+00 0,000E+00 pCi/I C058 " 4.189E+00 0,000E+00 pCi/I FE59 < 9.301E+00 0.OOOE+00 pCi/I C060 < 4.275E+00 0.000E+00 pCi/I PAGE 2 OF 8
PDuke RadiologicalData for Job: 08-MA Y-0057 oEnergyu 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.770E+02 5.650E+01 pCi/I STATION: OCONEE Sample #: 28003154 LOCATION: NA TYPE: H31NVESTIGATION 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 Activity - Error MN54 " 3.925E+00 .OE0 pCi/I C058 " 3.697E+00 0.OOOEi-00 pCi/I FE59 " 6.682E+00 0.OOOE-400 pCi/I C060 " 4.157E4-00 0.OOOE+00 pCi/I ZN65 " 7.800E+00 .OE0 pCi/I NB95 " 4.927E+00 0.OOOE-'00 pCi/I ZR95 " 6.594E+00 .OE0 pCi/I 1131 " 4.866E+00 0.OOOE+00 pCi/I CS134 " 3.817E+00 0.000E+400 pCi/I CS137 " 3.670E+00 0.OOOE+00 pCi/I BALA140 " 5.304E+00 0.OOOE+00 pCi/I pCi/I BE7 " 3.437E+01 0.OOOE+00 pCi/I K40 " 6.660E+01 0.OOOE+00 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.910E+03 8.060E+01 pCi/I PAGE 3 OF 8
Duke RadiologicalData for Job: 08-MA Y-0057
,Energy. 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 Activity - Error MN54 < 5.043E+00 O.OOOE+00 pCi/I C058 < 4.812E+00 O.OOOE+00 pCi/I FE59 < 9.594E+00 O.OOOE+00 pCi/I C060 " 4.984E+00 O.OOOE+00 pCi/I ZN65 < 9.747E+00 O.OOOE+00 pCi/I NB95 < 5.333E+00 O.OOOE+00 pCi/I ZR95 < 8.134E+00 O.OOOE+00 pCi/I 1131 pCi/I
< 6.453E+00 O.OOOE+00 CS134 < 4.647E+00 O.OOOE+00 pCi/I CS137 < 4.724E+00 O.OOOE+00 pCi/I BALA140 < 6.757E+00 O.OOOE+00 pCi/I BE7 " 4.051E+01 O.OOOE+00 pCi/I K40 2.454E+02 3.614E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 9.090E+02 6.740E+01 pCi/I 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.237E+00 O.OOOE+00 pCi/I C058 < 4.681E+00 O.OOOE+00 pCi/I FE59 < 9.072E+00 O.OOOE+00 pCi/I C060 < 5.629E+00 O.000EO00 pCi/I ZN65 < 9.588E+00 0.000E÷00 pCi/I NB95 < 5.959E+00 O.OOOE+00 pCi/I ZR95 " 8.677E+00 0.000E+00 pCi/I 1131 < 6.021E+00 O.OOOE+00 pCi/I CS134 < 4.242E+00 O.OOOE+00 pCi/I CS137 < 4.879E+00 O.000E+00 pCi/I BALA140 < 5.868E+00 O.OOOE+00 pCi/I pCi/I BE7 < 4.286E+01 O.OOOE+00 K40 1.666E+02 2.897E+01 pCi/I PAGE 4 OF 8
PDuke RadiologicalData for Job: 08-MA Y-0057 oEnergy. 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 H3 9.390E+03 1.390E+02 pCi/I STATION: OCONEE Sample #: 28003157 LOCATION: NA TYPE: H31NVESTIGATION 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 8.700E+03 1.360E+02 pCi/I STATION: OCONEE Sample #: 28003158 LOCATION: NA TYPE: H31NVESTIGATION 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 MN54 "< 4.920E+00 O.OOOEE00 pCi/I C058 < 4.761E+00 O.OOOE+00 pCi/I FE59 < 1.084E+01 O.OOOE+00 pCi/I C060 " 4.855E+00 O.OOOE+OO pCi/I PAGE 5 OF 8
P Duke RadiologicalData for Job: 08-MA Y-0057 oEnergy. Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003158 LOCATION: NA TYPE: H31NVESTIGATION 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.090E+04 1.490E+02 pCi/I STATION: OCONEE Sample #: 28003159 LOCATION: NA TYPE: H31NVESTIGATION 05/21/08 15:38:00 to 05/21/08 15:38:00 ONS GROUND WATER PROJECT- GEOPROBE- GP-1O GAMMAGW 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.400E+04 1.670E+02 pCi/I PAGE 6 OF 8
PDuke RadiologicalData for Job: 08-MA Y-0057 O Energy. Report Generated: 6/3/2008 06:51:25 STATION: OCONEE Sample #: 28003160 LOCATION: NA TYPE: H31NVESTIGATION 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 Activity - Error MN54 < 3.752E+00 0.OOOE+00 pCi/I C058 < 3.762E+00 0.OOOE+00 pCi/I FE59 < 7.397E+00 0.OOOE+00 pCi/I CO60 < 4.324E+00 0.OOOE+00 pCi/I ZN65 < 8.663E+00 O.OOOE+00 pCi/I NB95 < 4.052E+00 O.OOOE+00 pCi/I ZR95 < 6.300E+00 0.OOOE+00 pCi/I 1131 < 4.449E+00 0.OOOE+00 pCi/I CS134 < 3.401E+00 0.OOOE+00 pCi/I CS137 " 3.232E+00 0.OOOE+00 pCi/I BALA140 < 4.356E+00 0.OOOE+00 pCi/I pCi/I BE7 < 2.808E+01 0.OOOE+00 pCi/I K40 1.247E+02 1.862E+01 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 2.92E+01 pCi/I 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity- Error MN54 < 4.231E+00 0.OOOE+00 pCi/I CO58 < 4.680E+00 0.000E+00 pCill FE59 < 8.140E+00 O.OOOE+00 pCi/I C060
- 4.728E+00 O.OOOE+00 pCi/I ZN65 < 9.252E+00 O.OOOE+00 pCi/I NB95 < 4.987E+00 O.OOOE+00 pCi/I ZR95
- 7.446E+00 0.OOOE+00 pCi/I 1131 < 5.685E+00 0.OOOE+00 pCi/I CS134 < 3.781E+00 0.OOOE+00 pCi/I CS137
- 4.201E+00 O.OOOE+00 pCi/I.
BALA140 < 6.184E+00 0.OOOE+00 pCi/I BE7 < 3.771E+01 O.OOOE+00 pCi/I K40 6.603E+01 2.033E+01 pCi/I PAGE 7 OF 8
Duke RadiologicalData for Job: 08-MA Y-0057
-Energy* . 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 VI RadiologicalData for Job: 08-MA Y-0063 1 oEnergy. Report Generated: 6/3/2008 08:29:54 STATION: OCONEE Sample #: 28003184 LOCATION: NA TYPE: H31NVESTIGATION 05/22/08 08:10:00 to 05/22/08 08:10:00 ONS GROUND WATER PROJECT- GEOPROBE - GP-15 GAMMAGW 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 8.76E+01 pCi/I 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.441E+00 0.000E+00 pCi/I C058 < 4.251E+00 0.000E+00 pCi/I FE59 " 8.486E+00 0.000E+00 pCi/I C060 " 4.906E+00 0.000E+00 pCi/I ZN65 " 9.836E+00 0.OOOE+00 pCi/I NB95 " 5.852E+00 0.OOOE+00 pCi/I ZR95 " 6.322E+00 0.000E+00 pCi/I 1131 " 6.810E+00 0.000E+00 pCi/I CS134 " 3.931E+00 0.000E+00 pCi/I CS137 " 4.339E+00 0.000E+00 pCi/I BALA140 " 4.617E+00 0.000E+00 pCi/I BE7 " 3.687E+01 0.OOOE+00 pCi/I K40 1.318E+02 3.346E+01 pCi/I PAGE 1 OF 5
PDuke RadiologicalData for Job: 08-MA Y-0063 EEnergy. 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 H3 < 4.85E+01 pCi/I STATION: OCONEE Sample #: 28003186 LOCATION: NA TYPE: H31NVESTIGATION 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 2.69E+01 pCi/I 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 Activity - Error MN54 < 3.913E+00 0.OOOE+00 pCi/I C058 < 3.471E+00 0.OOOE+00 pCi/I FE59 < 7.036E+00 0.OOOE+00 pCi/I C060 < 5.696E+00 0.OOOE+00 pCi/I PAGE 2 OF 5
PDuke RadiologicalData for Job: 08-MA Y-0063 oEnergy. 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 Activity - Error ZN65 < 9.653E+00 O.OOOE+00 pCi/I NB95 < 5.151E+00 O.OOOE+00 pCi/I ZR95 < 7.259E+00 O.OOOE+00 pCi/I 1131 < 6.278E+00 O.OOOE+00 pCi/I CS134 < 3.907E+00 O.OOOE+00 pCi/I CS 137 < 4.222E+00 O.OOOE+00 pCi/I BALA140 " 6.809E+00 0.000E+00 pCi/I BE7 " 3.728E+01 0.000E+00 pCi/I K40 1.726E+01 1.541E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.060E+04 1.440E+02 pCi/I STATION: OCONEE Sample #: 28003395 LOCATION: GM-7R TYPE: GROUND WATER 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 3.951E+03 9.680E+01 pCi/I PAGE 3 OF 5
PDuke rI RadiologicalData for Job: 08-MA Y-0063 EEnergy. Report Generated: 6/3/2008 08:29:54 STATION: OCONEE Sample #: 28003396 LOCATION: GM-6 TYPE: GROUND WATER 05/22/08 14:14:00 to 05/22/08 14:14:00 ONS GROUND WATER PROJECT - GM-6 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 4.521 E+00 O.OOOE+00 pCi/I C058 4.470E+00 O.OOOE+00 pCi/I FE59 < 7.302E+00 0.OOOE+00 pCi/I C060 < 4.791E+00 0.OOOE+00 pCi/1 ZN65 " 8.828E+00 0.OOOE+00 pCi/I NB95 < 5.285E+00 0.OOOE+00 pCi/I ZR95 " 7.393E+00 O.OOOE+00 pCi/I 1131 < 7.105E+00 0.OOOE+00 pCi/I CS134 < 3.844E+00 0.OOOE+00 pCi/I CS137 " 3.743E+00 0.OOOE+00 pCi/I BALA140 5.961E+00 0.000E+00 pCi/I BE7 3.587E+01 0.600E+00 pCi/I K40 1.992E+02 2.996E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 6.78E+01 pCi/I STATION: OCONEE Sample #: 28003397 LOCATION: GM-6R TYPE: GROUND WATER 05/22/08 14:39:00 to 05/22/08 14:39:00 ONS GROUND WATER PROJECT- GM-6R GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 " 4.816E+00 0.000E+00 pCi/I C058 < 4.768E+00 0.000E+00 pCi/I FE59 < 8.594E+00 0.OOOE+00 pCi/I C060 < 4.699E+00 O.OOOE+00 pCi/I ZN65 < 9.476E+00 O.0006+00 pCi/I NB95 < 6.535E+00 0.000E+00 pCi/I ZR95 < 8.438E+00 0.000E+00 pCi/I 1131 7.133E+00 0.000E+00 pCi/I CS134 4.584E+00 0.000E+00 pCi/I CS137 4.351E+00 0.000E+00 pCi/I BALA140 < 6.993E+00 0.OOOE+00 pCi/I BE7 3.808E+01 0.000E+00 pCi/I K40 1.408E+02 3.886E+01 pCi/I PAGE 4 OF 5
Duke --RadiologicalDat-afor Job: 08-MA Y-0063-SEnergy.. Report Generated: 6/3/2008 08:29:54 STATION: OCONEE Sample #: 28003397 LOCATION: GM-6R TYPE: GROUND WATER 05/22/08 14:39:00 to 05/22/08 14:39:00 ONS GROUND WATER PROJECT- GM-6R H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.71E+01 pCi/I 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 = 795.84 795.96 Water Level Measurement = 27.231 36:63 7-Jan-08 Top of Screen Elevation = 770.82 Groundwater Elevation 768.61 Mid-Point of Saturated Screen Elevation = 767.22 765.82 Bottom of Screen Elevation = Groundwater Elevation = 75933 Top of Screen Elevation = 746.20 Mid-Point of Saturated Screen Elevation = 743.70 Bottom of Screen Elevation = 741.20 WATER LEVEL DELTA = 9.28 FT. SCREEN DELTA = 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 = 795.83 795.89 Water Level Measurement = 25.69 25.29 30-Jan-08 Top of Screen Elevation = 772.04 Groundwater Elevation = 770.14 Mid-Point of Saturated Screen Elevation = 766.09 Bottom of Screen Elevation = 762.04
!I 770.60 Top of Screen Elevation = 740.89 Mid-Point of Saturated Screen Elevation = 738.39 Bottom of Screen Elevation = 735.89 WATER LEVEL DELTA = -0.46 FT.
SCREEN DELTA = 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 = 768!30 Groundwater Elevation = 762.09 754.61 lid-Point of Saturated Screen Elevation = 757.70 Bottom of Screen Elevation = 753.30 Top of Screen Elevation = 703.09f lid-Point of Saturated Screen Elevation = 700.59 Bottom of Screen Elevation = 698.09f WATER LEVEL DELTA = 7.48 FT. SCREEN DELTA = 57.10 FT. Il VERTICAL GRADIENT = 0.13099 FT./FT. 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 = 17.26 16.49 8-Jan-08 Top of Screen Elevation = 734.27 Groundwater Elevation = 728.20 728.67 Mid-Point of Saturated Screen Elevation = 723.74 Bottom of Screen Elevation = 719.271m Top of Screen Elevation = 700.( Mid-Point of Saturated Screen Elevation = Bottom of Screen Elevation = 695.050 WATER LEVEL DELTA = -0.47 FT. SCREEN DELTA 26.19 FT. I VERTICAL GRADIENT -0.0179 FTJFT j I1 UPWARD
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 GM-7R Top of Casing Elevation = 736.21 736.16 Water Level Measurement = 8.1 0r7 8.58 8-Jan-08 Top of Screen Elevation = 728.44 Groundwater Elevation = 728.11 727.58 Mid-Point of Saturated Screen Elevation = 720.78 Bottom of Screen Elevation = 713.44, Top of Screen Elevation = 676.47 Mid-Point of Saturated Screen Elevation = 671.47 Bottom of Screen Elevation = 666.47 WATER LEVEL DELTA = 0.53 FT. SCREEN DELTA = 49.31 FT. I VERTICAL GRADIENT = 0.0107 FT./FT.
-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 GM-SR Top of Casing Elevation = 777.73 777.99 Water Level Measurement = 35.13F7-i 35.04 7-Jan-08 Top of Screen Elevation = 749.88 Groundwater Elevation = 742.60 742.95 Mid-Point of Saturated Screen Elevation = 738.74 Bottom of Screen Elevation = 734.88 Top of Screen Elevation = 714.57 Mid-Point of Saturated Screen Elevation = 709.57 Bottom of Screen Elevation = 704.57 WATER LEVEL DELTA = -0.35 FT. SCREEN DELTA = 29.17 FT. I VERTICAL GRADIENT = -0.0120 FT.AFT. I IIIIPW lARD
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 GM-9R Top of Casing Elevation = 780.36 780.19 Water Level Measurement = 33.60 30.57 7-Jan-08 Top of Screen Elevation = 752.60 Groundwater Elevation = 746.76 749.62 Mid-Point of Saturated Screen Elevation = 742.18 Bottom of Screen Elevation = 737.60 Top of Screen Elevation = 711.72 Mid-Point of Saturated Screen Elevation 709.22 Bottom of Screen Elevation = 706.72 WATER LEVEL DELTA = -2.86 FT. SCREEN DELTA = 32.96 FT. VERTICAL GRADIENT = -0.0868 FT./FT. I -II 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 = 737.89 737.91 Water Level Measurement = 8.20 9.77 8-Jan-08 Groundwater Elevation = 729.69 728.14 Top of Screen Elevation = 721.47 Mid-Point of Saturated Screen Elevation = 713.97 Bottom of Screen Elevation = 706.47 Top of Screen Elevation = 652.29 Mid-Point of Saturated Screen Elevation = 649.79 Bottom of Screen Elevation = 647.29 WATER LEVEL DELTA = 1.55 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 GM-11R Top of Casing Elevation = 723.31 723.48 Water Level Measurement = 32.91 - 1 31.72 9-Jan-08 Top of Screen Elevation = 691.87 Groundwater Elevation = 690.40 691.76 Mid-Point of Saturated Screen Elevation = 686.135 Bottom of Screen. Elevation = 681.87 Top of Screen Elevation = 658.99 Mid-Point of Saturated Screen Elevation = 656.49 Bottom of Screen Elevation = 653.99 WATER LEVEL DELTA = -1.36 FT. SCREEN DELTA = 29.65 FT. VERTICAL GRADIENT = -0.0459 FT./FT. 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 = 690.09 Groundwater Elevation = 687.54 688;16 Mid-Point of Saturated Screen Elevation = 681.32 Bottom of Screen Elevation = 675.09 Top of Screen Elevation = 658.221 Mid-Point of Saturated Screen Elevation = Bottom of Screen Elevation = WATER LEVEL DELTA = -0.62 FT. 655.72 653.22 I SCREEN DELTA = 25.60 FT. VERTICAL GRADIENT = -0.0242 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-13/GM-13R GM-13 GM-13R Top of Casing Elevation = 739.10 739.18 Water Level Measurement = 39.94 36.46 8-Jan-08 Top of Screen Elevation = 705.45 Groundwater Elevation = 699.16 702.72 Mid-Point of Saturated Screen Elevation = 694.81 Bottom of Screen Elevation = 690.45 Top of Screen Elevation = 678.18 Mid-Point of Saturated Screen Elevation - 673.18 Bottom of Screen Elevation = 668.18 WATER LEVEL DELTA = -3.56 FT. SCREEN DELTA = 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 GM-14R Top of Casing Elevation = 722.62 722.59 Water Level Measurement = 21.651 ] 2.05 8-Jan-08 Top of Screen Elevation = 706.13 Groundwater Elevation = 700.97 720.54 Mid-Point of Saturated Screen Elevation = 696.05 Bottom of Screen Elevation = 691.13 Top of Screen Elevation = 662.13 Mid-Point of Saturated Screen Elevation = 657.13 Bottom of Screen Elevation = 652.13 WATER LEVEL DELTA = -19.57 FT. SCREEN DELTA = 38.92 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 GM-2DR Top of Casing Elevation = 795.84 795.96 Water Level Measurement = 27.38F7- 36.73 7-Apr-08 Top of Screen Elevation = 770.82 Groundwater Elevation = 768.46 Mid-Point of Saturated Screen Elevation = 767.14 Bottom of Screen Elevation = 765.82 Groundwater Elevation = 759.23 Top of Screen Elevation = 746.20 Mid-Point of Saturated Screen Elevation = 743.70 Bottom of Screen Elevation = 741.20 WATER LEVEL DELTA = 9.23 FT. SCREEN DELTA = 23.44 FT. I VERTICAL GRADIENT = 0.3938 FT./FT.
,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 = 795.83 795.89 Water Level Measurement = 25.581 .25.34 7-Apr-08 I Top of Screen Elevation = 772.04 Groundwater Elevation = 770.25 770.55. Mid-Point of Saturated Screen Elevation = 766.15 Bottom of Screen Elevation = 762.04 Top of Screen Elevation = 740.89 Mid-Point of Saturated Screen Elevation = 738.39 Bottom of Screen Elevation = 735.89 WATER LEVEL DELTA = -0.30 FT. SCREEN DELTA = 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 GM-5 GM-5R Top of Casing Elevation = 795.79 795.87 Water Level Measurement = 34.02 41.51 7-Apr-08 Top of Screen Elevation = 768.30 Groundwater Elevation = 761.77 754.36 lid-Point of Saturated Screen Elevation = 757.54 Bottom of Screen Elevation = 753.301 Top of Screen Elevation = 703.09 lid-Point of Saturated Screen Elevation = 700.59 Bottom of Screen Elevation = 698.09 WATER LEVEL DELTA = 7.41 FT. SCREEN DELTA = 56.94 FT. I VERTICAL GRADIENT = 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 GM-7R Top of Casing Elevation = 736.21 736.16 Water Level Measurement = 7.77 8.46 8-Apr-08 Top of Screen Elevation = 728.41 Groundwater Elevation = 728.44 727.70 Mid-Point of Saturated Screen Elevation = 720.94 Bottom of Screen Elevation = 713.44 I Top of Screen Elevation = 676.47 Mid-Point of Saturated Screen Elevation = 671.47 Bottom of Screen Elevation = 666.47 WATER LEVEL DELTA = 0.74 FT. SCREEN DELTA = 49.47 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 GM-8 GM- 8R Top of Casing Elevation = .73 777.99. Water Level Measurement = .86 34.68 7-Apr-08 Top of Screen Elevation = Groundwater Elevation = 743.31 Mid-Point of Saturated Screen Elevation = Bottom of Screen Elevation = Top of Screen Elevation = 714.57 Mid-Point of Saturated Screen Elevation = 709.57 Bottom of Screen Elevation = 704.57 WATER LEVEL DELTA = -0.44 FT. SCREEN DELTA = 29.30 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 GM-9R Top of Casing Elevation = 780.36 780.19 Water Level Measurement = 33.27 31.59 7-Apr-08 Top of Screen Elevation = 752.60 Groundwater Elevation = 747.09 748.60 Mid-Point of Saturated Screen Elevation = 742.35 Bottom of Screen Elevation = 737.60 Top of Screen Elevation = 711;72 Mid-Point of Saturated Screen Elevation = 709.22 Bottom of Screen Elevation = 706.74 WATER LEVEL DELTA = -1.51 FT. SCREEN DELTA = 33.13 FT. 1 I VERTICAL GRADIENT = -0.0456 Ft./FT. 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 GM-i0R Top of Casing Elevation = 737.89 737.91 Water Level Measurement = 7.72 9.40 8-Apr-08 Groundwater Elevation 730.17 728.51' Top of Screen Elevation = 721.47 Mid-Point of Saturated Screen Elevation = 713.97 Bottom of Screen Elevation = 706.47 Top of Screen Elevation = 652.29 Mid-Point of Saturated Screen Elevation = 649.79 Bottom of Screen Elevation = 647.29 WATER LEVEL DELTA = 1.66 FT. SCREEN DELTA = 64.18 FT. VERTICAL GRADIENT FT./T. o0.0259 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 GM-11 R Top of Casing Elevation = 723.31 723.48 Water Level Measurement = 32.68r , 31.48F-f 8-Apr-08 Top of Screen Elevation = 691.87 Groundwater Elevation = 690.63 692.00 Mid-Point of Saturated Screen Elevation = 686.25 Bottom of Screen Elevation = 681.87 Top of Screen Elevation = 658.99 Mid-Point of Saturated Screen Elevation = 656.49 Bottom of Screen Elevation = WATER LEVEL DELTA = -1.37 FT. SCREEN DELTA= 29.76 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 GM-12 GM-12R Top of Casing Elevation = 698.02 698.18 Water Level Measurement = 10.18 8-Apr-08 9.77 Top of Screen Elevation = 690.09 Groundwater Elevation = 687.84 688.41 I Mid-Point of Saturated Screen Elevation = 681.47 Bottom of Screen Elevation = 675.09 I Top of Screen Elevation = 658.22 Mid-Point of Saturated Screen Elevation = 655:72 Bottom of Screen Elevation = 653.22 WATER LEVEL DELTA = -0.57 FT. SCREEN DELTA = 25.75 FT. I VERTICAL GRADIENT = -0.0221 FTJFT. UPWARD I 1 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 = 739.10 739.18 Water Level Measurement = 39.48r1 36.15 8-Apr-08 Top of Screen Elevation = 705.45 Groundwater Elevation = 699.62 703.03 Mid-Point of Saturated Screen Elevation = 695.04 Bottom of Screen Elevation = 690.45 Top of Screen Elevation = 678.18 Mid-Point of Saturated Screen Elevation = 673.18 Bottom of Screen Elevation = 668.18 WATER LEVEL DELTA = -3.41 FT. SCREEN DELTA = 21.86 FT. 1 VERTICAL GRADIENT = -0.1560 FT.IFT. 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 GM-14 GM-14R Top of Casing Elevation = 722.62 722.59 Water Level Measurement = 20.80 1.18 8-Apr-08 Top of Screen Elevation = 706.13 Groundwater Elevation = 701.82 721.41 17 Mid-Point of Saturated Screen Elevation = 696.48 Bottom of Screen Elevation = 691,.13 Top of Screen Elevation = 662.13 Mid-Point of Saturated Screen Elevation = 657.13 Bottom of Screen Elevation = 652.13 WATER LEVEL DELTA = -19.59 FT. SCREEN DELTA = 39.35 FT. I I VERTICAL GRADIENT = -0.4979 FT.IFT. I I UPWARD I
loo EN D I X io, Ll
M-27A REVISION 2 2:5630 (5-23-80) I' FORMFORM 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 SURFAC*cE ELEV. ;/11 JOB NAME *t*! n"' -'t'./z*!'*' < MHRS. DRILLING.*: HRS.MOVING' 5. DATE ' .;-, WEATHER*1 ,'INSPERT'R
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'-. IýPT' - M~9IAN-4WGOP: W~ER- '4* TO0i-2 WATER. 24..HR: DEPTH. 1' ROTARY DRILL. Wi*M: W/WATER o.6iTO.6-,i WATR ~ LSSE3~~~,DhAOeND-CORE -TO 0 CASING SIZE. 4LENGTH 6______________
3>I, 3$
irerracan GEOLOGIST LOG Page, : ;of 4 Project: Oc0iee Nuctea',statioiSSF prnojec Number, 7067007 -oll
.M.. 011- -K Client,: conee Nuclear WellConstructionData Date&Stared 6 DatebCompleted:
ac e. I B r e.! ' To. qOggedBy: Coordinates:
.. .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 0:*8'. 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':: 1303741,*ww0. For: 8634;41-,69900.
GEOLOGIST LOG irerracon Page 2 of 4 '-S
)r E 0-7 E:0 D Descdpti6rn 0 I 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, someihighly 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, bla*ck and' white, 50% quatzi moderate water production during drilling. Terracan 52phenone pod C61umb~a, Soulh!CAro11nn,29229 B.741-9000. IFaxc:
.80ne 83-74'1-9900,
GEOLOGIST LOG 1rerracon Page 3 of 4 DMW-: Z'.rr ýCEao.
- Des'6iptidn
ýC-471 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 Clem-.onRod.9Columbi. P521 South Caro4ina 29229 Ph.e603-71-9000. PBK: 8303'41-9900
GEOLOGIST LOG I 1lrerracon Page 4 ,of 4 DMW-1 I 'Weli L Detail 'i
""."--88' 94 ,
p:.:*_".
GEOLOGIST LOG 1irerracan Page 1 of 4 Projectb: Ocohe Nodear Station SSF Project Number: 73oring/Well: 73067007 l DMW,-2 DMn 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: I o. 1.1SAEDACO Driller, l R.:Miller Seal: N From - To: Method: Co
.: HSA Equipment:s From' 0 VDrilling
... ,,Gus Pech GP-1i100E ., From: 0- To: 4e1 Boring Depth (ft.: TO Elevation:.
S1000 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 qasing/.Stl*r*! Flush.Mounled Cover , E E 0 Desription MMw
- F Detail :
Air excavation performed M8'. No lithologic samples 04. 2 2: 4 - 4,
- 6. 6 1010, 12 12 14- 14 24-7i 0
Pfo 80-1200 22:604190 S. Terracon tZ, 51 'Clsrsonl'koad. Cornlkmi. SoAi ýCarolirna29229 0
GEOLOGIST LOG 1Ferraicon Descrpti6n 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, *Columbia South ~Croina929229
*Phonte8O3-741-9000; Fax; 803-741-9900
GEOLOGIST LOG 1rerracon Page 3 of 4 c*E E E2 Description p -(noi 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 sightly, 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
GEOLOGIST LOG 1rerracon Page 4 6f 4 Oconee Nuclear StationSSF lent: Qconee Nuclear Sittion 10, A) 4,. tB
.3 0
c~. EE Description 0 .2>: .4 0 0) co (0 80 GNIESS asý above. Terracon 521 Clemson Road, Columbia, South Carolina 29229
GEOLOGIST LOG Ii~erraicon Page 1 of 1
*"Project:OcoheeNuclearStation SSF Number: -FBoring Vell:
Project;, OconeeNucleartatinSSF ,, ,....... _ 73067007 DMW-3 client: Joconee Nuclear Station Well COnstruction Data DateD Stre t Started. ! 6119106 Date .61t9106 Completed: . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
.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.
o .EE=E (,b)Z to . DescriptiOn w 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. 12-4. -41 -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', Corlumbila Sq-vth' caroina 29229 01Phone: 8034*,4 1'?9D0dbax.r 803f74 '.419900
GEOLOGIST LOG Irerracon ________________________ 3607Boring/Well: Page DM 1-3of 4 Project: 0roeo* noee;Nudlear'Stati~n:8F cnProject ... i73.067007 Number.:: I .. DMW.4A Client: ;t Well Construction Data, conee.Nuclear Station Da~te Start~ed: Date. Completed:
- ___
Uogged';y. 6/26/06 Coordinates: 6/27/06 4Sc6ee6penBorehole From: 40 - To: 100: o.eSuddeth 35 E83E'N Pack: None From: -To:. Drilitng Co.:. DAlDer: From:r- To: Veh SA.DACCO dEquipmentt.'... . R. Miller ..... From: - To Method: AAir Hammer, 'GbsPech'GI:100E Grout: Cement Frolrm: 0.:To: 40 BoringQep(ft);1 -100.0. 0COElevation'. 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
- EZI e E .Descrption well CL 0,..
,') 0D tailC 1 -) Air ex'avation perfo.med 0-8'. No Wlith!ogic samples Q08. "
4-4 10-1 8I 12-1 14 1 16 16 I C,-20~I I.- 20 R 22 22 S24 24 0Terranor, 5211Clemson Rodý. ColUmbia. South CamFina 29229 0Phoioe: 803.741L9000, Fax-:003-741.9900
GEOLOGIST LOG S"rerracon Page 2 of 4 0 a)
- E E oi 0' Description (0 Z 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%4quartz,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 Ter*acon 6521f Clemsbd Road, C'okmbla, South Caiolmhia 29229 PJ4one:80q3-741.9000, Fan: 803-741- 99DO
GEOLOGIST LOG 1Ferracon Page 3 of 4 'Iv -w I I 0 T
'U .1
GEOLOGIST LOG 1Ferracon Page ,'A of 4
,Nuclear Stationi$SF Nuclear Stati.on U, 2 a,0 DEE
ýE 1o0Z ~:0 .EciEL 6 Description a 88 :-
U G.NIESS,, as abovewý4ith.incieased quartz. C, GNIESS, as above.
-U
- 2i* clemsi Road. CWaumbia.
Phone.. 803.74i.9003, Fax,South carolina 29229r 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 TEST BORING RECORL FALLIN0 30 IN. ftrOUIRO TO 0RIN'r' 1.4 IN. 1.0, CAMPLtft I *. 000150 J,40 F I I UtNDI(TIMMlDO 1A.,PL1 - Vd/TIrI TADLI. t4 Hrl. < t OCK .JOIIIY: DATf 0AIL.L~tI] n1LI.Ln/47 30 '7, POCK COME IllCOVERIY "i WAY11 TAOLt.. I 141. L= LOW DIP C0-SO' JO0 NO - O~ o re , N OT4,NOAKO PrrNRIPATIONi Ll0e0' O D-.IILLIWQ WATI[A .4 i rO IP )O3-60. Standby Shutdown Facility ROD),. F.OCK QUAL.1Y DoFRIOfNAYION = six1.0 DIP 60-90O
01~~ p.'. 1z. W IN. KY 770.9i 100 Hard, Light GrayGranitic O' to 3.4', sl. weath. Gneiss; Medium-Grained 76 1.3', open joint, steep dip, clay coated
ýO NX 3.4' to 8.1', mod. sev. weath.
- 1.5 16579 3.4', dark gray hbn gn layer,
'0 sev. weath, Coring Terminated at 8.1' I1.0 760.9
.Drilled wvith 4 inch concrete'bit.
to 3.4' 15 755.9 20! -- 750.9 If 25 _ 745.9 34 0 740.9 735.9 4o
- ohI.G ANO .A...LIO '* .T, S 0AT D.19B0 730.9 Page 1 of I CORE UnI'.LING WrrTO AnTM 0.1112 PENI'PRATION I TN( RU,1trI OF DLOWI Or IO L9. IIAMl.9gfl TEST BORING RECORL 7ALLING 30 iN. 1'rO MLC.O YO (,Al'1[ 1.4 IN. ,.0. CA4PLI1C I PrT.
0O0%ING PIC. DAndb SAILLhudown Fcit P'ICK c0A, ncroVErr -<v 1rA)*I9. WATX-Tt I MR. L = LOW DIP O-2o0 fl ion1 NO
-4 AA N - IITANDAAOD rgfN IMY1004I .'4 I-CiPU OJP 0-LLIIJO WATtA1 M =r "to C)]? 3-60 Standby Shutdown Fac iIi ty 11..17. M~OCK OUA.-IATY fPIQIONAY]ON 3 =arriDI. oi1 s-00'
Dir rH FI, r) &ec n 17,1 ION
~.r, TIME N KMAP~@
gil X vt U - - ~r- -- ~ t '~ I -- -- tfl ~ 773' 05-
ýnorn-cori~na bit to. 3.8'. 1 3.8, to 8.6', mod. sev. to sev.
4.- 0eath. Medium Hard, Light Gray Granitic NX Gneiss, medium-grained 0,1 8.6' to 28.4', sl. weath. 9.4' to 9,7' Dgray, mod hd 10 Hard, Light Gray Granitic Gneiss, 19.0' to 19.2' to hd, hbn med ium-gra i ned 18.8' to 19.0' gneiss layers, NX 25.2' to 25.4' mod. weath. 24 25.8' to 26.0! 14, 152 17.6', healed joint, steep dip, 17.3' to 17.8', SAMPLE:F-4-1 20-- NX IN If 78 28.4!' 28.4' to 29.8', mod. weath. NX 29.8' to 35.4', sI. weath. Med.to Mod. Hd; d gray,hbn gneiss 93 .60 30 - 7-129.8' fF... Hard, Light Gray Granitic Gneiss, 32.9' to 33.10, hbngn layer Med lum-gra ined 35.4' to 38.8', mod to sl.weath. 74' 35" 35.4' NX 88
'Moderately Hard, Dark Gray Horn-blende Gneiss, medium-grained 38,8- to 44.0', !si. weath.
38.8' 3,8 I I NICRING ANO SA44fLI"JQ Wt KT9 Afkf" 0-1464 Page 1 of 2 Coner OnIL.LIMO MVKT* AArM 0-tIl TEST BORING FRECO[R:. 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 *, IIOR*,INO 110 F-4 OoCK JOlITý DATE DKILLLn .J-L- z2$ SUF#D(fTUn'Af0 SA.PPL1X.TT TADLCK. 14 Wnr. 10"1 PCC1 cott n1cotIyr) W A&TtA TABLE. IýA L = LOW M ~ DIP -- 10*N
~,-O~ J 01 NO, N . Tt.NDAA0 OrHKI1ATION W'ýLOMG OF' D-ILlLINO WATtA I =C WED Dip. 11--10' Standby Shutdown Facility S = tII'k D1P O--!O' nl.C).I. noCPI OUALiTY r3FIIC1AYION
D [P I W i. t' 7 ,1 .t F'.. D MACI1 I ION fil W"uI. 4o ILXV,. Hard, Light Gray Granitic Gneiss, 40.1' to 40.2', dgray hbn gn lay, NX' 41.2' to 41.8', dgr;y biotite gn medium-grained, 92. w/feldspar porphyrobl'asts 43.1 to 43.2' blotite-hbn gn Med. Hd., Dgray Hornblende Gneiss, 44.0' to 47.3' layers, mod. 145.
'med ium-gra ined sev. weath.
*47,32 +i 42.3' to 73.0', vsl'. weath.
Hd, L gray Granitic Gneiss Mod Hd. to Hd., Dgray Hornblende Gneiss, feldspar porphyroblasts NX 100 51.0' to 51.5',. sfma~l'l folds in 89 Hard, light Gray Granitic Gneiss, hbn gn layer medium-grained 56.1' 51.0' to 51.5', SAMPLEi F-4-2 55.- Hd, D Gray, Hornblende Gneiss
* .q8 0' . . .. . . .
Hd to Vhd, L gray Granitic Gneiss 60- NX 61.0' 99 96 Hd, D Gray Hornblende Gneiss 63.4.' Hd to Vhd, L gray Granitic Gneiss 69.7' 7*..
? *Hd, 72.0' Med.-gray Biotite Gneiss, aolded w/feldspar, porphyroblasts I. 871ý 68.3' layer,mod.
to 69.5', biotite rich sev. weath. 73 I VOd, Lgrey Granitic Gneiss ,L 7"
.9- 72.9' to 73.0', biotite rich Coring Terminated at 73.0' layer 75- Subhorizontal joints are spaced moderately close 5001140C AND I'.mpLi'1i, I' TV AATM 0-1 901 Page 2 of 2 CoA~ ril o.L)NO M11:97 ^AT"~ 0-1.1 I PENCTRATION IC rTM 4U&.LILI OF DLOWI 01' 10 L13. IIAl4UKJD TEST BORING RECORL FT, OAINO No.0. F-4 14 iin L
= UIDICT~Jfl3 0 OAIL ==_ZWArcr, 1AVLZ. <CK n JI~r, DATK OAI.L(0D .-jL:3 _LZ3 5 ROCK( COPl v l nCO CIr,'
r 54 wATV% YAD3L&I. 14R. N %f,,NDAAD tIIHI AA1fION <' LOPI Or [);IILLINO WATXM M i(D DIP )0'-40 n,.0.. MlOCK DUALITY OF11IlNATIO" 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 5.2' to 5.7' lO0 16.2' to 38.9', si, to usl.weati 16.0' to 16.1' Dgray hbn gnei:
19.1' to 19.4' layers, mod. 19.9 to 20.1' to s]. wreath. 24.7' to 24.9' 25.1' to 25,7' 26.0' to 26.2' open joints, med. dip, mica and Mn-coated 20 H;rd, Light Gray Granitic Gneiss, Medium-grained 4-25 29.5' to 29.6'
- 31 .3' to 31 .4'
- 31 .8'
- 11) rn biotite-rich 2 to 33.0' hb gneiss layers, mod, 33.2' sev. weath.
33.3' 30 33.5' 34.7' to 34.8' 35 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 Page I of 3 P('-CTR.AtION !C THE NUWILk M OF LOWM Off 40 LEI, IIAM4'( TEST BORING RECOIR rALLINO 30 IN. PhfOL'I*CO T0 014111I- 1.4 . 1.0. CAkdPLX.N I FT. BORING tfo. rI'U41T1k'ItnC) A.~K ... 'W~3 TABLE. 14 H(Ih 0A~r DAILLILD
)I 7-, *OCK COhq rhLCOYtChV -. , -V/ATtA' TAML.!. I IR L =Low DIP' 0-10*
403a iho, rn. f T4NDA)ND fNr$tTRA1TOh .'LOMI OF 0-1LL1N0 W*TVIK 1.4 I"[ DIP 30'-61 Standby Shutdown Facility rJQ.0, MGC QUALITY nlV~IfNATION SSTICEP DIP 90'-00
Ottr rH 0UCn,171 ION I KV. IL *lCAKmAF
- 7n 40
- 40. 8' Hd, L gray Granitic Gneiss 40.8' to 48.0', sl. weath.
I'.-. 42.5' Mod. Hd. to Hd, D gray Hornblende 45 Gneiss, some feldspar porphyro-blasts
-146-48.0o to 89.4', vsl. weath.
Hard, Light Gray Granitic Gneiss, 50 rmrad ium-g rained 52.6 NX 96 814 Hd, Dgray Hornblende Gneiss 7153.7' Hd to Vhd, Lgray Granitic Gneiss 56.3' to 5'.7', biotite-rich __456 57.3' layer Hd, Ogray Hornblende Gneiss 4N 60 - :I f Hard to Very Hard, Light Gray 93 Granitic Gneiss, medium-grained
,463 75 -
ANX 91
.98 68.0' to 68.4', biotite-rich layer, sev. weath.
69.5' 69 70 - 69.6' to 69.7' DGray, hbn 72.7' 76.8' to 76.9' Gneiss layers NX 75 80 _7 9 ROWfNG ANO IA.PLI'10 ý'[KTG AATrN O.tQ9 con IL,.,LIN3 wIK r7 o0-1,, Page 2 of 3 N, "Ro ,,N IC THE ,,,,,o Or OF,,, L,,. I,,,,,1 TEST BORING RECCR 3 f AL ,LIN O 30 JN. MTO UII R L D To PA IV E 1,A IN , I.0 . C A MPIL.r I PTr [.P P JDgu~O6A.~I ~ I TAPLx. 14 Hnf. ny jul DATI DRILLKr) 9-719 01 R m, CC K co R- n l ro v . 1' .- K:r y,/WA f TAO-L! . . L LO W DI P 0-1O0-- a No, Q c on p p N . . YNDTJ DAt0r R NP 1
'F, 7A tON (Il0M O OtlILtLF R LIN WL.TIq W4AF *D IP 2.0-60.
Standby Shutdown Facility R.O.-. MOCK OU',LITy DFAIOinIATION S *IT[rP IP bof so'
PD. DLAC I'III CN 0151 wi' VLKV RLMAflKI onan 80.3' Vhd, Dgray/ Hornblende Gneiss, feldspar porphyoblasts-8 11,. 4, 85 - Very Hard, Light Gray Granitic Gneiss, medium-grained 90 95 100 105 110 115 120 S0OltNG. AND SAMPLINO0 VtIET$ AAT4 D.1916 COr~r O71ItL.ING WrIrO AATM~ D.Z1t3 Page 3 of 3 PT~ATON CT149 NIJuLt1 or U1OWS Of, "AQ LU. "Al.4t"I TEST B8QRiNG RECQR:. rALLINO 30 11W IArOLUIME VO, flAISYC kA IN. 1.0, CAL4PLICR I IT. ROAIINO ?CO. F-
~p~ocrui9ro6"'L%- -_=Z'VVArrTn TAQLr. X4 Mn OCK JOIMY' A1O I.l). 1 - 2 7 D~~~rT o-S0 Joe O.Z .29 MOCK CO~t flCCOVFNM* -%:v-A TAOLI, I A L = LOW N OIANOAA0 ?rNFP4TPAY1014. L0Ft OF' 0:1LI1.10 WATERt IP )0-601 R.OD. PIOCC QLJA.LITY DFQICIP4ArION 5 = STEE P Olf. 40-00, Standby Shutdown Facility
- piI) ,Z i ILgY. R(IMAI.KG " ."".
760.2
-100A to 8.9', sI to vsl. weath. NA Hard, Light Gray0 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 3o 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 30 7 W ý vC"- i1 0 A ND W LI , o '
I, 1 KT F A MT M 0 -1 0 6 1 7 2 0 .2 P ag 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 Y0 O IV 1.4I
" .I, 1.0. CAMPLKfl I -T.r, F-6 UI4JDIIrUFI2IlfO *A.fL-.~L _V /ATtrn TA*LZ, 14C JOItO, DA4 I'D
, ROCK COtr r[COVtIy - - WATV% 7AMLC I 1. L=,Ow DIP o--10 .JOB NO. 0'-n r 1
N , /.ND.Ao^R rrNr^A ,oN d..i ..C1,W 07 ,NO WAT.*
- urc o 1, *.-*o" Standby Shutdown Facility R.Q.D. MOCK QUA.L('Y Dn'tIQlNAYION =*. %TlkP Dip- N 00'-
0.11r IM Tl*t Tit, I t, KV _'_ D"cUn.ii _....... pill
- F h6... -- V w.~ -, -
r- 59...91.- Hard, Light Gray Granitic loc 0' to 8.6', sl. -to vsl. weath. Gneiss, medium-grained NA 2 NA .4 5 NY 7549. 97 6.6' to 6.9', Mod Hd, Dgray 6,6; Hornblende Gneiss layer, feldspar porphyrablasts _4 & 10 -- Coring Terminated at 8.6' Drilled with 4 inch concrete bit to 4.4' 15 744.9 20 739.9 25 734-. 30 - 729.9 35 - 2~4. 4o
.nworX . ~ainThnn.~mn we. ,7w,-.r..-' .
C'IIOING 0.1999 AND GA.PLfrIO ý'IKTI APTM 719.9 Page I of 1 COnr 0111L LIN MEITG A.TM D-.tII PENETA ATION IQ I'm HUC 1Il 0K OLOWI OF t40 LC. $IAM W C TEST EBORING RECOR_ FALL).SQ 30 IN. fllrOUIPRCQO TO 01D V 1.4 IN, 1.0. CAiPLL R I IrT, 100MINO F-7 VNiiICTIViPf0V *A&'pLk -==:'v#Ariil TAIPLX, Z4 IIIL < nOCK JOIiST CATl DRILLED 11-14-79 A.'. TAOLC. I L=LOW olr C--o 50R.OCx c~OMO lroCVII-E-~y MiR, jon NO. Oconee. N - iTANOARX T01-iTiATIONA10N .' I OP DAILLINO WATER 1Wt
=-- DIP 10-400 Standby Shutdown Facil ity R.O.O. ROCK QUALITY' n)FQ1NAYION
FORM M-27A 'I REVISION. 2 25630 15.23-80) FORM M.27A jI REVISZON 2 flhII(F PAW~ rAUDA?.JV PAGE-LL.OF I-CONSTRUCTION DEPARTMENT PROJECT C2= SOIL TEST BORING FIELD REPORT STARTING TIME . JOB 40_. GROUN eStJACE ELEV. A JOB ME --- !*4cr =*"~r47)d"J */,MRS. RI.ING HRS. MOVING a3 2 DATE 1647-,9---S6EATHERL L SPECTROR *INGNO. / SAMPLING SCALE U0 SOIL CLASSIFICATION AND REMARKS IST V I 2t4gE JR0 fi"
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25630 (5-23-80) I FORIA W-27A REViSJON 2 25530 (52380 *jiOMM EVSO IPAGE ILoFK.I._ DUKE POWER COMPANY CONSTRUCTLON DEPARTMENT PROJECTQ* ... SOIL TEST BORING FIELD REPORT STARTING TIME 9,foo Joe No-.... ,A'GROUND 4 SURFACE ELEV. 4 Jo DATE-!/e ý4 9 SAMPLING WEAT9tt-L t.iE
,R.,ING i 4 toNSPECTOR.
0
/Y L~ ý-HRS. MOVINýA"L ORING NO._____
ST 6- I ml UD SOIL CLASSIFICATION AND REMARKS Asr a I2K-fe , lgi7r DC. f OR I -
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21900 (&*23-80), f F6FtM'M.2'7A. I REVISION 12ý j 2560l5.3IO)
. DUKE POWER COMPANY ORll27 I LAGE.L REVISIONII2
. OF.. .. ..
CONSTRUCTION DEPARTMENT PROJECT-¢. o 5 SOIL TEST BORING FIELD REPORT STARTING TIME _______ JOBNO._ VIA _____-_ GROUND SURFACE ELEV. ,.-, *3 JOB NAME 6 CD 60--' A,'o*se- &.1)s. DRILLING _._.-
-HRS. MOVING 2
DATE /0V-o "86- WEATHER.ChA4&ZINSPECTOR AL, ,U,,/ BORING NO.. -A!" SAMPLING SCALE ut, SOIL CLASSIFICATION AND REMARKS it*i - -~ - Ar I'lr ,dl, iITIi 7 0- Hiii~ep~/ ~ - 2 C AG~ ~ ~
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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. 6* * ,._. JOB NAME / HRs. MOVING , DATE. A-0 -4
- WEAT14ER ae-44/-4ý1eNSPECTOR f =cm BORING NO.4 &zI.
SAMP*ING OCALE UD SOIL CLASSIFICATION AND REMARKS
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METHOD OF ADVANCINGBORING DEPTH BORING TERMINATED - - . BORING REFUSAL L_____ TO. WATER TOB DEPTH /)Z 3 TO WATER 24 HR: DEPTH A&, ROTARY DRILL: W7'MUB; W.aWhIER WATER LOSSES' U41AONEI-eORE TO CASING SIZE, M/ LENGTH A, 4, ]
25630 (5-23180) I FORM, M-27A FORM M.27A I. REVISION 2 AGEL-,OF DUKE POWER COMPANY CONSTRUCTjON DEPARTMENT PROJECT CJECT.-4 SOIL TEST BORING FIELD REPORT 308 NO.- ~STARTING TIME 91-f SOSNO. A}#7GROUND SUýF 9 E ELV 4 JOB NAMEe!'-e h2 --- L4K.f(&I~ . 4I NRS. DRILIG "a HRSF IO1G: DA.TE- -/a-/-/-=ý-WAHD5~,--*ISPt~ & ; E NO.-A4zL SAMPLING
...- ... - 3306" SCAL E UD SOIL CLASSIFICATION AND REMARKS
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- W o,,'TO136 TO
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25630 (5-23-80) I FORM M-27A R-EvilSI ,0 1N 2 FORM M27A I REVISION 2 DUKE POWER COMPANY I PAGE ,L OF. i: CONSTRUCTION DEPARTMENT PROJECT " SOIL TEST BORING FIELD REPORT STARTING TIME /,ý'AO JOB NO. .//GROUND SFACE ELEV. A, &.57, JOB NAME "'.*mi G HRS. MOVING *
- T O -="ORING BORINGNS ..
SAMPLING 5"L L* UD SOIL CLASSIFICATION AND REMARKS
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- Al:hW.,NzeOP:_-,. V : WP'tV*M TO WATER 24 HR: DEPTH RtAfR*,&-11., WL'MEAJW,'WAT.. f*TO -
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 P'AGEfL0OFL. DUKE POWER COMPANY CONSTRUCTION DEPARTMENT SOIL TEST BORING FIELD REPORT STARTING TIME /0 JOBNO. A/A& GROUND SURFACE ELEV. IRZ, 5-07 JOB NAM '"TtS. DRILLING J9 U MO'vING HAS.**O DATIE '-- 6 WEATHERIY f-A4AI~ptTR.ýtAA~J BORINGNOAý SAMPLING CALE UD SOIL CLASSIFICATION AND REMARKS
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CASING SIZE -V ZWl,,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
-. L~rm
-VCL Linitii i.Je ,tartet;I/ ,'y-:_ý
~ ft ateCompleted: 9/3 Y..:;
EMd M. n otar Y El ,Jottedi L oed u ELAir Rotiary El Driven [Cable tool 00Ogso .- Street ed*res* & City of" Well Location .:.USE- r Sketch Map.: (Scee Oxampleoon:backl E-l Dormestic E] Public SuijpIy-Permit No. _____d___,_ 0L Irrigation E] Air Coniclitoining ElCa.......ia El Test W/elI ~ 0 r.rjý I8CASINO; --'-hrioaded [j Welded Diaeia-megt 2 I Surf: A..o.. e. I Typo R-PVC ElGalvarnized Surface___?+/-... '-ft, ElSteel []Otheh Weight lbs,/ft,
._0ý,t_ In. to .Y&Kt. depth Drive Shoe?
D E] Yes _--NO _ _ in. to ft. depth I
- 9. SCR EEN:
- 2. CUTTING SAMPLES B < E No Geophysical Lags Yes IPlease enclase Slot/Gauze ___ .0 I Q 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
....S-*+/-
- ft. oelow land surface after 24 hours
- 11. PUMPING LEVEL Below Land Surface f.after umnping.
p~A.hs "L GP.leM n 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-"SandCeMent E Concrete El Other . .
Depth From 4- ft. to fl. 6
- 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION: .-
EFesv._..ý _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 Indicate water beering zones sea 2nd slie( ;I needed) OHC 7190WN11/ACOMP (" I ~I. TO I..EAT~4OF 0.A~T1 COPY I MAILXO: S.C. DEPARTMENT OF HEALTHA DHEC# 190*30`0/ism
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 screen
-* 2 -*depth of gravel pack -> of boring 2 :
/3 I DATE INSTALLED- DUKE POWER COMPANY MONITORING WELL INSPECTOR:: C A Medlin GEOTECHNICAL CENTER NUMBER:
Porm 25630 (R3-87) FORM M-26C REVISION 2
- - L~L~ ~ 3RD 6" SCAL
~~~iz~~~~f~~~4 ~f/~ 0' EPWER COMPANY,P G L0
-.. *,,*, d*-,I 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 2 2. .WEATH RINSPECTOR BORING NO.A - SAMPLING 0CAI UD SOIL CLASSIFICATION AND REMARKS b = 2s6, ND 6I'. MEo 0
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- " T WATER 24HR: DEPTH -*m.) .. ,
Ft TO-
.WATER LOSSES ,IAM - ci.70 w'u - TO.
CASING SIZE LENGTH 9446t=M7
Form.25630 (R3-871 (I-7IIrn253 IIII "1RMI IFORM II M-,26C i-6 I REVISION REllISIOIII
'2 2
7, . P1NGE -- 'OF--?-
- - iRD6~ SCAL~ DUKE POWER COMPANY CONSTRUCTION DEPARTMENT PROJECTJaaTd**z(r0-4 SOIL TEST BORING FIELD REPORT 1
STARTING TIME AJ 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. E UD SOIL CLASSIFICATION AND REMARKS
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BORING TERMINATED ,-9 METHOD"OF ADVANCING BORING, DEPTH, BORING REFUSA'1 A * .PQWELAUGER TO5 WATER TOB DEPTH 6-1,Z ' ' -d- AT WATER 24HR: DEPTH . , " I AL L TO-WATER LOSSES, - . LENGTH 649'.-.. L :--T
-TO CAS.'.INUlS!ZE
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
/ ~' t. cate Completed;
- 6. E]Mud Ro*aV J] Jetted B orer ] Dug,
[] Air*Rotary [2 DriLe,, [2Cable tool 0 tier Street address & City of Well Location 7. USE: Sketch Ma: (Seeexarii'ple on baek) [_oomestic lt Pubtic Supply-Pernit No.-. []j,,u,,,v [ Irrigation [2 AiC.Conclitonin, N1rt 0 8,CASING: L*Threacd!d [] 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 no to. ft depth ,
- 9. SCREEN:
- 2. CUTTING SAMPLES '* e] 'No Type: *__L)- i Z ""-
Geophysical Logs []Yes (Please enclose) i No Slot/Gauze 0/C Legth .*- C Set Between r,, , It. ard h.n , ft. NOTE: -MULTIPLE SCREENS It. and tt. USES ECOND SHEET Sieve Analysis i-' Please ernclose) C]No 1O.STATIC WATER LEVEL SO t. beiow land surface after 24 hours
- 1. PUMPING LEVEL Below Land Surface 1-. -F So 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 I,,stelled from r
Please Enclose Lab Results. 1t. ARTIFICiAL PILTER (Grase! Pack) EE'es [2 No
~ft 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 met-.2.1a1,*-. Orctien S/ .V F Type Well disinfected -l Yes Type- -
upon complelion IN No Amount_,'/ L
- 16. PUMP Date Installed , Z not installed j*
M~fr.namne ______el no.- Amoclel H..._ AM*.ols .. oleg of drop pipe . capacity -_!-9 1 1 TYPE. (nJSubmersible [2 Jet (shallow) Li Turolne
MONITORING WELL INSTALLATION RECORD JOB NAME: K-_-c-k*oXc 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 Si depth of well of screen threaded cap JAL~ depth of gravel pack -> <-----depth of boring 4A "
DATE INSTALLED: DUKE POWER COMPANY MONITORING WELL C A Medlin GEOTECHNICAL CENTER NUMBER: /) INSPECTOR:
Form 25630 (R3-87) I FORM M-26C I REVISION 2 ( K) e) i:R~ 5-25~-7 _ _I__II__I L .PAGE
.F..L -
t*r- _T,; - s t R,? v" DUKE POWER COMPANY CONSTRUCTION DEPARTMENT flpN "o* PROJECT CONMe_ SOIL TEST BORING FIELD REPORT STARTING TIME JOB NO, GROUND SURFACE ELE*Y______________ 0O,NAM" HRS. DRILLING _ HRS. MOVING DATE ýA?-%3,1`X2 WeATHER INSPECTOR eýý," 6BORINGNOA/ SAMPLING CA!LlE UD SOIL CLASSIFICATION AND REMARKS
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'WATER TOS DEPTH ,,./', I -TO WATER 24 HR: DEPTH. ___AND
" " ~~~ROTAIW
... Y,..811FLL.
..... . W *Yuu. W
........ N R0, -:TO
- TO WATER LOSSES Al*,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 so I " ... El D ug El Air Rotary [] Driven..- cable tool [LO~ p~er" .
Street address & City of Well Location Sketch Map: (See example on back) Do mrrestir ] Public Supply.Permit No.
- Qinrtr~r.try
[] Irrigatiorn MA-I [,:Air Conditioning nIMImn~%ý11rý ~ 8.CASrNG. [ahreaded [] Welded ZI Diat. 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: _
- 2. CUTTING SAMPLES Er-lNo.
Geophysical Logs D Yes JI'lcasc enclose) 1 N 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 t0o..,, .11. -ti Po~ oeo0 Of ft. below lafld surface after 24 hours
- 11. PUMPING LEVEL Below LandSurface '.
__*_,_1_-- 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 1.4.1 T-' acI Installed from C it, to Is coefe nt
____It . Etlectlve tize ........ k.- uniformrity coefficient .C 3 r/ 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. . 4__..A-_*volts A,1kLength 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: C-o*- tC'Jc\c S-, locking cap security plug ., I ýwell stickup 2* concrete collar-> protective well
<- depth of seal 5.O D depth of gravel pack-> of seal 6"o--
of screen ZL Sc depth of well. of screen / F-0 threaded cap depth of gravel pack-> <----depth of boring /&.y DATE INSTALLED: DUKE POWER COMPANY MONITORING WELL INSPECTOR: C A Medlin GEOTECHNICAL CENTER NUMBER:- -'
Form 26630 iR3-871 I fORM M-26C REVISION 2 111111I R III IR-7~F II-I6 REV... ISION 2 IIIIII 25630i rh""ir(5 ! D"rwes ,,..eý',, WUKE POWER COMPANY A GE- 10OFil CONSTRUCTION DEPARTMENT
,,4/A 80*5" PROJECT SOIL TEST BORING FIELD REPORT 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 SCALE UP SOIL CLASSIFICATION AND REMARKS i1T -o I a I IRO 6 iLu
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BORING TERMINATED METHOD OF ADVANCING BORING DEPTH1 BORING REFUSAL - POWER AUGER I WATER LTOBDEPTH .- 71.6 ASSNWND:W~AE TO-WATER 24 HR: DEPTH OTW--aM-VLt:t- TO--- SING LOSSES CATER ". S .CASING SIfZE .,; ~ .q LENGT
.. ... .. ..... ....... E
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. WELL DEPTH (Completed) wlale CDalle c d, V -,4r ft. Completoed:
_ato l - o e 116. [ Mut Rotary . [] Jotted 71Bored LI] Du [3 Air Rotary [] Driven [Cable tool &110; Street address & City of Well Location Sketch Map: (See example on back) I7-.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; *}Threaded [3 Welded .
~~rrt H.1eight: 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:.;
- 2. CUTTINO SAMPLES Tyoet IDiary GohsclLogs I Yes (Please enclose)
Set Betwoee Slot/Gauze 1)10 It. and- . 7 Length .s;
- t. NOTE:'MULTIPLE SCREENS ftnd
_ f__.__USE SECOND SHEET Sieve Analysi lSes enclose) []No
- 10. STAT1C WATER LEVEL 3- 7'* 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
/2- 12. WATER QUALITY SIN1 Chemical Analysi5 [3yetsNo Bacterial Analysis [Qyaec&NO Please Enclose Lab Results.
- 13. ARTIFICIAL FILTER (Gravel Pack) [A6s r-}No,"
Installprd from -- tt. to f---J-.. I . tt.I0 Effective size . , uniformity coefficient Q 13 14.WELLGROUTE9S CE]etslNo Neat Cement E3-- Send Cement [J Concrete C] Other [] Depth From 11 I -1so f't.
- 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:-t . Fset -NIA-.Diretin
/Ad'A. -- Type Woll disinlectod El Yes Type "uponcomplolloni. Amount ) _
- 16. PUMP: Date Installed . ainsted Mll. nre / .modolino.. M 9
,,.P,__/fr olt,_./. ,olength of drop pipe ZY,01t. capacity gpm TYPE: [FSubrersible [3 Jet (shallow) C3 Turbine Ii M I.,e rer I R-;_-_- - F1 r -"inrrrilr I Indicate water bearing zones" (use A 2nd sheet if .o_..,"
&.*ý.ýtlkkNOV-%-,-,ý,ý-ý11--ý,ýýýoýa,ýll-ý:ýk"Oý,ýýFi!llýý,kýM-
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... RnMV7K11='W11'
. O . C....... .. M.N..... ýyiH. 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 well s stickup Z,"_' " concrete collar-> protective well casii
<-- -depth of seal sea4 4%--' depth of gravel pack-> <- depth of seal
------depth of screen 7, 0 screel
------depth of screen
*,-, depth of gravel pack -> <----depth of boring DATE INSTALLED: 9 DUKE POWER COMPANY MONITORING WELL INSPECTOR: C A Medlin GEOTECHNICAL CENTER NUMBER: __-__
Form 25630 (R3.87) I FORM M-26C I REVISION 2 _______ 3ST6~ ~t1Q.j 1R06" SCM J> Z;Jý -36 ; Z5- Z "=F COMPANY DUKE POWER L5SAGE ' OFFL, r.NSTRUCTION DEPARTMENT PROJECT _C2 J e*_- SOIL TEST BORING FIELD REPORT STARTrINGTIME__________...... JOB NO. GROUND SURFACE ELEV.______ JOB NAMEC-., k IIRS. DRILLING HRS, MOVING-DATE-A4 9-6/0 9 5WEATHER
.L- 1, hIrt/kA NSPECTOR "R NO r SAMPLING UD0 E
L* SOIL CLASSIFICATION AND REMARKS
-0
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~n2 On wmI 1 -,,- fll I ý I , W I,,
- m -~ I~. I-m US Z4~
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-I__0 Ln~
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- --- 35 I1.-
BORING TERMINATED , 3 "' METHOD OF ADVANCING BORING DEPTH BORING REFUSAL - POWER AUGER ap'0/.O WAT E R TO B DEP T H 3 ; P C
- -,-D P;,,.*..
... T
_l,, "1W-*F :.'M i RTO WATER 24 HR: DEPTH--_Tf WATERNLOSSES t ')'LE Tej -TO CASING~~~n.AehKeRE N TH4L_____________ STOLLtL
Form 25630 (R11-92) I FORM M-26C ' REriS!ON 31 PAGEOF , DUKE POWER COMPANY, PROJECT ,c p.:. SOIL TEST BORING FIELD REPORT BORIN NGO*. - - STARTING TIME .4 iA JOBNO. N1_- GROUND SURFACE ELE.V. JOBNAME V yOlTe]It*-J( " L/. HRS. DRILLING _1}/. rRMOVIN624 DATE. . . WEATHER INSPECTOR/DRILLER j / - A ____AfIj1NG. $CAL LE SOIL CLASSIFICATION AND REMARKS UD F- I K ~0 E ~, 5 Il t
.5 4 ~4 - -
BI
~.in 0v a 0 y
.. 4
- CS M.J
- o=E~
&A.
0-I-'.
- 111 7
V +j
-4
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-4, *'
I BORING *ERMINATED _____________ _ METHOD OF ADVANCING BORING BORINIG RIkFUi - POWER AUGER WATER TUB DEPTH_____________ __ HAND CHOP:W/MUD:W/WATER TOr WATER 24 HR:DEPTH ROTARY DRILL:W/MUD:W/WATER TO WATERLOSSES 'DIAMOND CORE TO CASING SIZ` I
-lA - LENGTH
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Wait Record Distance And Direction iron ft. Dare Completed: Q.-Il% A+
. DMuj Sotiary Ej fatted El oredi (JDug C] Air Rotary ] Drier, Cable too[
Street address & City of Well Location 7. USE: Sketch Map; (See example on bacik) El Domestic [ Public Supply-Permit No. _ 0__-__ teecry El Irrigation El Air Conditioning OComeacla 8CA$SING: [ZThreaded DJ Weidedi Iif ItI 'l
-t Height: A~l.u.ue/Selow 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:
- 2. CUTTING SAMPLES Eljyesp No I . f Slot/Gauze I I Length GeophysicalYe (Please enclose 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
.0 "O flt. below land wurface after 24 hours
- 11. PUMPING LEVEL Below Land Surface 1...: -.ft. after -- hrs. oum.rping 7 G.P.M Pumping Test: ] Yes (Please enclose)
Yield
- 12. WATER QUALITY EA-r- c-\G Chem lcal,AnlyVsis Please Enclose Lab Results.
Q]YosI No Bacterial Anailysi, []Yes*jNo
- 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.
- 15. 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 "g
,TYPE: E Submersible C Jot (shallow) 0 Turbine F1 Jet (deep) --1 Reciprocating r. Centrifugal .
Indicate water bearing zones
,,, ~ fa .'f.' I (use a 2nd shoot, if neededi)
~
RECOVERY WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION
-flush-mounted cover assembly locking security cap asing A\\
grout well casing 8.1'
<- -depth of seal of seal 11,1
__idepth of gravel pack-> -depth
-- depth of screen gravel pack screen 23.7' threaded cap, ---ýdepth of screen 24.5' 24.5'
,-- depth of gravel pack-> <----depth of boring
*1 -.
DATE INSTALLED:8-13-94 DUKE POWER COMPANY MONITORING WELL INSPECTOR: J.W. MEADERS GEOTECHNICAL CENTER 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 INPUT (transformed to) OUTPUT "A13 Lid 796.,69 Pipe 796.45 658562.002 N 34 47 42.06427 N 1429523.170 E 82 54, 0.53315 W Convergence -1 *i 21.46 Scaie Factor 0.99997319 I D, U.S. Army Engineer Topographic Labs, CORPSCON V2.1, Page i. of I
I FORM M,2GC. IREV(SION 3 Form 25630 (Ri 1-92) ' DUIKE POWER COMPANY I PAdE-L-OF..L. PROJECT *.:of3: SOIL TEST BORING FIELD REPORT BORING No. A- I *- STARTING TIME A A, -- m'fRkn tm Dinlnowlhi IDADec' El CIIc [--L.LI. unuunu gllrll*l,. 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 I
SCALE UO SOIL CLASSIFICATION AND REMARKS
-U. -
i4o ~OjL i4Ea ~
.5. -
I 0*- I- V3
~4-I-i. - *1-- + ________________________ C
- 2 C3
___________________________________________ C 2 C
- LA - + + - + - + 0 - 3 U.6 C
C IPJAT~) Li U - z u C. I-Li Li aLA U C I I C
.0 C
- I-BORING TERMINATED i. t .. METHOD OF ADVAN[CINGBORING DEPTH 0RING REFUSALL-- POWER AUGER c 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 -.. ______...... .. _ ,_. ........
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 .?7 U SE :"
Q oomesr*tic Public SuppY.Per-it No.. . wgssv Sketch Map: (See examole on back) 11ýI'rrigation 1- 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 'evo-Lb, z DIOM-Geophysical Logs F-Yes (Please enclose) F1 No 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 EYesoNo
- Please Enclose Lab Results.
ARTIFICIAL FI LTER AGravel Peck) tYes E3 No Installed from _ _____ft. to . o Effective size "lik uniformt' eCo efficlent
- 14. WELt. GRtOUTED? JýYeaQlr3lio.
Neat Cement n Send Cement C Concrete C] Other _ __. Depth From . ft. to (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) Turbine T Iritficate water bea~ring 2 ones S4-d REPRESENTATIV
RECOVERY WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION
-- flush-mounted cover assembly locking security cap- .5' casing
\ \\
\ \\
grout well casing 6o.8' th of seal seal 9.8' 9.8' depth of gravel pack-> th of seal of screen gravel pack screen' 22.4'
- threaded cap. .of screen 17.0'1 23.0' depth of gravel pack-> <----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 INPUT (transformed to) ,OUTPUT
,A-14 Lid 797.09 Pi*be 796.76 658585.482 N 34.47 42%30718 N 1429580.944 E 82 53 59.84582 W
-. Convergence -i 4 21.08 Scale. Factor 0.99997320 UJS. ArmY Engineer Topographic Labs, CORPSCON V2 .1, Page I of' 1
Formf 25630 (R11-,92) I I#00"wm.4ý60 'I REVISIONS, r~rir~ 25630 1R11-92~ FORMM.26C REVISION 3 0Ar.E.+/-.OFJA DUKE POWERCOMPANY I PROJECTA**r* . SOIL TEST BORING FIELD REPORT BORING NO ...... !%'r \1 STARTING TIME .... _r_ _ _ _ Jo B * . \A .. .. GROUND SUAFACElEWV.- jo IBlAM tsk- ý&V~rmu IlS. DRIWNGA4AN HRS. OV IN Ana-- _._Cq~jWAT Er?6. ý NSPETOR41 UE_;LA)-- N IK ump .11 , - 1. SCALE uO SOIL CLASSIFICATION AND REMARKS 1'1ý oMOIL 5NtALIOG rla 7
.0w 0..
to
- T5" ri-INATED I I _BORINGTERM METHOD OFADVANING'BORING _DEPTH BORING REFUSAL ___ POWER AUGER 0 TO' 7.0 WATER TO DEPTH E 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 LŽL. ______________ ____
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 I I IZ..) f~. Date Completed: - ' j 9~
- 6. 1} Mud Rotary E] Jelled 0 Bored 0Dug C3Air Rotary Driven QCable 100L Street address & City of Well Location 7. USE:
Sketch Map:' (See example on back) 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
- 2. CUTTING SAMPLES L]N'ea'NC Type: j LbcX~.. De.
G*OpflcaL~gso O Yes:iPleaeaenclose) [ZNo 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
." 4* ft. below land surface after 24 hours
- 11. PUMPING LEVE L Below Land Surface ft, after - hrs. pumping 0G.PM.
55-s ATTrA'-A __ 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 idin cale water bearing 2ones (use a 2nd sheet if needed) I. (1 5I~
DATE INSTALLED:8-11-94 DUKE POWER COMPANY INSPECTOR: J.W. MEADERS GEOTECHNICAL CENTER
Itni neer Topographic Laboratories Star Chamber Expedition 8/15/1994
.*'lri input, values ave NA:*7-. state p.la.ne zone 3901 .(FEET')
'Alf output values are NU* _*.. qraphic codrdinates.
- LTATION - INPUT (transformed to) OUTPUT
- ' .A-:.-7". Lid 801.31 Pipe 801.09 658816.602 N 34 47 44.S9090 N 1429570.025 E 82 54 0.02859 W
,,o iiV ve .rL I1( -1 4.21.18
- " ""4' Scale.Factor 0.99997328 F
.. -- - - - E--- -- - --- -
U.S. Armrv Engineer Topographic Labs, CORPSCON V2 ,11 Page 1 of 1,
Form 25630 (Ri 1-92) I FPFIM M-200ý I REVISION3 PAGELO-FL-DUKE POWER COMPANY L 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? WETH A'~o-INSPECTOWjRILLER C--.3 . tce 4 W4qý r 'I SCAUJ £.E Do SOIL CLASSIFICATION AND REMARKS ARTR. 7UnR'JlRBff',
- --. ... .. 5..
en
..-..-.- - .I*f 7.2 to a" I.-
=0 0u I-BORING TERMINATED z r *vMETHOD OF ADVNCING BORING DPH BO-RING: REFU.PISAL IA '.A POWER AUGER oT01'V-I WATER TOB DEPTH___________________ HAND CHOP:W/MUD:WIWATER Tg-WATER 24A, HRI-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 Date Co"p-.sed: 1 q.4- ..
- 6. El Mud Rotary l Jttejd Boren E Dug Air Ameary 0l Driven C] Cable tool [KOthe,
~i ~tr"$& Citv t %;VllLocatiobn, 7. US E; Sk a ch Mp: (See xcehple on back) C3 Domestic C] Public Supply-Permit No. __ _ linduaruy
°p."'.' El Irrigation [ Air Conditioning QCOmercil
.cSeN: &Threaed WeW aldedt kk VA :Type 11 Slo/Gae__________
%LP VC C*steei
[Gl"llanizad [] OtherWegtbs/, I Height; Surface ALent w/Below
" I.
-in., toE;At et rive Shoo? []Yes *No in. to -- ft. depth i
ý9. SCREEN:'
- 2. CUTTING SAMPLES Slot/Gauze ý 616( Lengtfl /@f Geophysical Logs TYe$ (PlaaIeenclose) F" No Sat Between 1.L. ft. and , -*. NOTEU-PMULTIPLE$CREENS ft. end - ft. USE SECONDSi4EBT Sieve Analysis [] Yes (Pleaseenclose) 0No I .1 I I. 10oSTATlIC I
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*to It. I I ."- ft.
'Effective size kv uniformity coefficient (.15
- 14. W1ELLGROUTED? r~YeaiNo ,"
Neat CamantW Sand Cement +0 Concrete 0 Other D , Depth From fIt. 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 o0 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 Snldicnte water bearing zones (use a 2nd shioat if neeled) 751-31
DATE INSTALLED:8-11-94 DUKE POWER COMPANY INSPECTOR: J.W. MEADERS GEOTECHNICAL CENTER
Engineer Topographic Laboratories Star Chamber Expedition 8/15/ 1994 41-t input values are NAV,12-7, state plane zon.e 3901 (FEET's All' output values a-'e N w,,g...e*.graphic coordinates. STAT ION. XNPUT (transformed to) OUTPUT
- A-'U Lid 804.34 Pipe 804 .14 658871.211 N 34 47 45.12575 N 142954,1.782 E 82 54 0.37943 W CGnvergence -1 4 21.38 Scale Factor 0.99997330 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
- l*y. vt ~N
- 5. WELL DEPTH (I teil) Date Started: 1 - l -. 9 --
Distance And Direction from Road Intersections 1 Iq . ft. rate Completed: 1.3 - 0..-7 _
- 6. 0 Mud Rotary f- Jetted 2ksoreri 0 Dug 0 Air Rotary F[ Driven [3 Cable tool [] Other Street address & City of Well Location 7. USE:
0 Domestic [ Public SupplV-Permit No. ndustry i___ Sketch Map: (See example on back) C3 irrigation E] Air Conditioning OCom..er.al D Test Well t0J O tjI 8.CASINGo aThreaded E) Welded Diam. _ _: Heght: Aboe 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:
- 2. CUTTING SAMPLES { Yes- No Type: _______ Di_
Geophysical Logs D Yes (Please enclose) MV No Slot/Gauze . 0/0 Length /0,0
~~~i; jr~.5ICKNE5 DETFQ Set Between - 14 1," ft. and ___,__- f ft. NOTE:-MULTIPLE SCREENS
~ ~CF SO~WM F - ft. and ft. USE SECOND SHEET Sieve Analysis '] Yes (Please enclose) ONo
- 10. STATIC WATER LEVEL
/9o 3 e ft. below land surface after 24 hours
- 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 I S 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 GROUT*O*? [YesoNo Neat Cement P Sand Cement C) Concrete C] Other eJ t t 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/_ _
- 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 Indicate water bearing zones (use a 2nd sheet if needed) r.........
rI-1la osrIs CPYiALT :S.C ". OF.EALT.
-EATMN AUTHORIZED REPRESEWNTATIVE n1-11:17.a IOWA $IAIAAI CUPY I MAIL TO* S.C. DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (ADDRESS ABOVE)
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 0 U 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 I
//'* b DEPTH OF GROUT < - TOP OF SEAL . DEPTH OF SAND
'BOTTOM OF SEAL @
< - .DEPTH OF SCREEN SCREEN
<-GRAVEL PACK
__DEPTH OF SCREEN 30 DPO/ L10)DEPTH OF SAND
.D<- EPTH OF HOLE 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 S9.149.0O. N 3,4. 47 48.19853. N 143130i.790 E 82 53 39.34220 W Convergence -1 4 9.50
.Scale Factor 0.99997341 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 658806.450 N 34 47 44.86904 N
,143j618.140 E 82 53 35.47307 W Con ve rgence -i 4 7.32 Scale Factor 0.99997329 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 658810i.260 tN- 34 47 44,92231 N i4D3i702.680 E 82 53 34.46044 W Conv er'ende -I 4 G-75 Scaie Factor. u0.999j77,ýU U.S. Army Engineer Topographic Lab:. ,ORoscoN V2. 1 Paqe. iI of
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 4.phNER OFN ELL..? Address,:,' ?1 Telepnon No.;
- 1. LOCATION OF WELL
* .. Engineer.
;-; Address 4~
if IA S S. WELL DEPTH (Completed) Date Startec; //-ZZ- *L3 Distance And Direction from Road Intersections 3- 7,1, ft. Date Completed:
- 6. 0 Mud Rotary U Jetted a Bored [ Dug
[] Air Rotary
- Driven C Cable tool C] Other Street address & City of Well Locaeion 7. USE:
Sketch Map: (See example on back) 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:
- 2. CUTTING SAMPLES Yel Y s JNo Type:__ _ _ _ _Diem "
Geophysical Logs D Yes (Please enclose) [*j No Set Between Slot/Gauze
, q'It.
. 0/
and 0 Length -- /6,
-74A.V-"- ft. NOTE: MULTIPLE SCREENS 6
ft. and - _ ft. USE SECONO SHEET ScMM tg+/--.SSiQ W~; ______ 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...1ŽZfm..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: AJI*- ._,- .eat/J.__/_ Dlrectlon Well disinfected U Yes Typeon;.F7 uType 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
*Indicate water bearing zones (use a 2nd sheoet if needed)
A~1tMAg~st
- ,2~-.tŽ' - NAME A
~SI~ned~
nwr:r- q '0^1 -- COPY I FAAl 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 DEPTH OF GROUT <-TOP OF SEAL @
ZZ 7 .* DEPTH OF SAND 2 o.'
< - BOTTOM OF SEAL @
< - ,DEPTH OF SCREEN z SCREEN GRAVEL PACK DEPTH OF SCREEN 3
.9, l DEPTH OF SAND
< - .DEPTH OF HOLE DATE INSTALLED //-23 - 3 WELL NUMBER C. A. MEDLIN 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 659149.010 N 34. 47 48.19853 N 1431301.790 E 82 53 39.34220 W Convergence -1 4 9.50 Scale Factor 0.99997341 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 658806.450 N 34 47 44.86904 N 143i6i8.t40 E 82 53 35.47307 W Convergence -i 4 7.32 Scale Factor' 0.99997329 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. STATI ON INPUT (transformed to) OUTPUT MW-RP03 ELEV. 770.90 34 47 44.9223i N 82 53 34.46044 W Conve rFatencre -1 4 6.75 Scale Factor. D.39997330 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
- 1. LOCATION OF WELL 11.t;iePlephne`No.
.Addrss
- 5. WELL DEPTH (Completed)
Distance And Direction from Road Intersections 3 7 /ft. rate Completed: ,,-3d &F,?
- 6. [j Mud Rotary 0 Jetted Boreo -J Dug n Cable tool 5 Othe, Street address & City of Well Location 7. USE:
Sketch Map; (See example on back) E] Domestic Public S upply-Permit No. _ 5Industry E'l irrigation []Air Con,ditioning 5*Commercaa, 11 Test Well [* A w B.CASING: [] Threaded [] Welded W/A Z . _iam. _ Heighht; Type XPVC OGalvanized Surface e. S. ft.
-Steel [Other Weight lbs./f t.
0.0 in. to V76- ft. depth Drive Shoe? C3 Yes k No
- in. to fT. depth
- 9. SCREEN:
- 2. CUTTING SAMPLES E Yes-] No Type; __ *C, Diae.
Geophysical Logs D Yes (Please enclose)l-- No Slot/Gauze .... _ __/ _ Length f o 0. S.-hG~'ý EPTHJ.~T E8)IQKNM Set Between It. and f______,, 37, 0 ' ft. NOTE:'MULTIPLE SCREENS ft. and _ft. USE SECOND SHEET Sieve Analysis fEYes (Please enclose) W]No
- 10. STATIC WATER LEVEL
-lý
- F '/ýz T o ~ f 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 t5 I - uniformity coefficient _____
- 14. WELL GROUTeD? 4WYesrNo Neat Cement &_ Sand Cement 0 Concrete ] Other 5]
Depth From ft. to ft0 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 o7 of dropp e.l p capacity e2/Igpff TYPE: 5-Submersible 5 Jet (shallow) 5 Turbine 5 Jet (deep) 53 4Reciprocating 5 Centrifugal i.**,,
-,.'1*,- .*.;. ;.*t* ,*" - n.
%..t- 1 - . ,* -. .
- Indicate water bearing zones I SI1~?g~(et~M'k.
(use a 2nd sheet if needed) UrTHQRfZED REPRESENTATIVJe _ '"::::' '..'" -'y.'
MONITORING WELL INSTALLATION RECORD JOB NAME: OCONEE NUCLEAR STATION
< TOP OF PROTECTIVE CASING
- OP OF WELL
< .PROTECTIVE CASING GROUT
< .WELL CASING
_21.0 DEPTH OF GROUT - TOP OF SEAL @ ZI,5 all,/ 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 5*5, 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 659149.010 N 34 47 48. 19853" N 1431301.790 E 82 53 39.34220 W Convergence -1 4 9.50 Scale Factor 0.99997341 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 658806.450 N 34 47 44.86904 N 1431618.t140 E 82 53 35.47307 W Convergence -i 4 7.32 Scale Factor 0.99997329 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 S5 0681 O2 601 N 34 47 44.92231 N i43YIY2.600E 82 53 34.46044 W Convercience -i 4 6.; ScaIe Factor, 00.9 9 0710 U.'S . At'my En_9i neer Topogr'aphi c Labs, ,ORPECON v . 1 Page 1 of
C 09PTh FT.0 ODESCRIPTION CORE BIT X! SIZE ELC V. 29. REMARKS [ [ 3.6 RED MICACEDUS SANDY CLAYEY SILT STIFF TO VERY STIFF RED YELLOW -789.4N 11 BROWN MICACEOUS FINE TO MEDIUM SANDY SILT U3nd isturbed Sample 4.0 to 5.0 feet 2784., - 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 BROWN BLACK [ MICACFm)US SILTY FINE TO COARSE 7-64 , 1 N -50 SAND 32.0 VERY DENSE YELLOW BROWN [ MICACEOUS SILTY FINE TO COARSE SAND N = 65 [ 40.0 1754.1 LI Light HD Hard [ DK CY Dark Gray BI Ho Biotite Hornblende BK Black GRAN Granite Page 1 of 2 L XIDD MED Moderately Medium GN Gneiss CORE BORING RECORD BORING NO NA -1 End of Boring JOB No,_C_ 1-.3i bjs - WATER TAOLE LAW ENGINEERING TESTING O.
U DEPTH f T. IDESCRIPTION CORE BIT ELI V. SIZE 754. 1 REMARKS 40.0 [ SOFT GRAY AND BROWN GRANITE GNEISS 75%
'7 44.9 749. 1 45.6 EMDD lED LIrY GN _ , 93%
U 45.8 46.0 SOFT-DK GYBBpgv; .*i MOD LI GY GRAN GN OGN. NX 280 Foliation Plane at 45.1 Feet 47.3 MOD HD DK GY BROWN BI 1iO GN U 48.2 SOFT LI GY BROWN GRAN ON SOFT DK CY BROVN BI HO oN 48.5
' -SOFT AND D HD ALTERNATING U 52.7 53.6
.7AYF~q ANI
_GRS N HADLI -GY oGAW _.ON Vertical Joint at 739.1 50 Feet I Oo1( U 58.5 58.8 HiD DK GY BI HO ON RD LI GY GRAN GN. .734. 1 60.9 _ _ [ 61.1 RD)I)Y GY BI HO GN RD LI GY ORA"N N 63.4 [ 64. 1 HD1 T)V (Y fT wrf rN
*1~~~~..
HID LI GY GRAN CN WITH INCLUSION QF ,HRNBLEN'DE CONCENTRATIONS. [ 66.2 67.4 "MOD HD DK GY BK BI HO GN 100 67.9 RHD DK GY BI HO GN U 68.2 70.1 HD LI GY GRAN ON 724.1 70.3 HD DK CY BI HO GN. [ 73.8 HD L. GY GRAN ON WITH THIN U CORING TERMINATED 719.1 [. U *- - J d .~.-----. Not to Scale L Page 2 of 2 L CORE BORING RECORD BORING NO _I L bJs wATrER TABLE JOB NO LAW ENC,:%, ; mI 1O.*. Y_
'NG TESTING CO.
F DIEPTH FT. DESCRIPTION CORE BIT
% SIZE ELE V.
I) I :. REMARKS 0 [ BROWN MICACEOUS SANDY SILT [ 3.8 4.9 MDD RD LI GY BROWN GRAN GN 8 0 Z. VERY SOFT GRAN GN AND BROWN U SANDY SILT 36% U 10.5 8o2*,.5s ', [ MOD RD LI GY BROWN GRAN GN WITH SOIL SEAMS 86% [ 797.,5, E 18.8 VERY SOFT LI GY GRAN GN WITH 792.-5 II THIN LAYERS OF HOD HD GRAN ON 50%. [ NX [ [ [ L L 38.8 [ 40.0 HID LI GY GRAN GN 651, 772.5 LI Light lID Hard DK Dark Bi Biotite L GY BK NOD Gray Black Moderately GRAN GN Hornblende Granite Gneiss Page 1 of 2 4Em L Medium CORE BORING RECORD 2 BORING NO, NA-L bJs LAW JOB NO. Cli 1065_N ENGINEERING TESTING CO.
f DIPTH FT. DESCRIPTION CORE BIT ELEV. REN ARKS 40.0 [ 42.0 [ [ ii r [ [ [ r [ U [ [ L L L Page 2 of 2 L CORE BORING RECORD 1L BORING NO. MA-3 JOB NO.,.. C--1.Uk5i
-ý~- WATrFR TA8LE LAW ENGINEERING TESTING CO.
bjs
f 0 DE SC RIPTION Cof ','8IT EtC v
%! IZE 810 4 REMARKS VERY STIFF YELLOW BROWN
[ MICACEOUS FINE TO MEDIUM SANDY SILT 32i [ 8065. [ ?,- 8 I- - Lost Water 9.9 Feet 96% 17 MOD HD LI GY GRAN GN 8 00.4-2' 820 Joint, at 11.8 Feet 82 0 Joint at 12.2 Feet 11 810 Joint 54 0 Joint at at 13.2 Fee t 14.0 Fee t 795.424 [ 15.6 SOFT LI GY GRAN GN 6:0% NX 17.9 [ MODRD ILIGY GRAN GN 79'0.42 [ 21.1 21.7 -IK CYý IM LI CY GRAN GN
~k- ý'5 HOýGON I: 26.5
[ 26.7 IHD D-K- GY: BY HO. CN HD LI GY GRAN GN l00 [I 30.8 780.42 RD DK GY BK BI HO) GN I 34.1 too BX [. 34.4 36.6 HD DK CY BK BI HO GN 7'7*. 230 Foliation Plane at 36 Feet UHD LI GY GRAN GN 39.3 ioIt. 40.0 141 LI.. '011UART7. Pr~r.1ATI TF 77 0.ý43 [ LI Light HD Hard 31.0 Feet of 2" Plastic Pipe left in hole DK Dark BI Biotite GY Gray HO Hornblende Page 1 of 2 Black Granite nD Moderately GN Gneiss CORE BORING RECORD I riDr Medium BORING NO, -NA 4 JOB NO. CII 106-5J I bjs -%- WArER TABLE LAW ENGINEERING TESTING CO-
DEPTH DE SC RIPTION CORE BIT ELE V. REMARKS FT. % SIZE 7 17 0* Z9 40.0 HD LI GY QUARTZ PECMATITE 100 43.0 100 HD LI GY GRAN ON 765A4 47.6 HD DK GY 31 HO GN 48.1 HD DK GY GRAN GN 100 % 760.4d 50.9 HD DK GY BI MO ON ...... BX 51.1 HID LI GY GRAN GN 1001 % 755,4, 56.8 57.3 58.0 58.2 RD PI( GY. BK BI HO GNI HD .~1I*IL~_ ;% 58.7 _ 100 58.9 HD DK GZ~YB, U1,jQ2L__ 59.3 HD Lj'LA i.. __ _ 59.7 RID BR BI HO N 4-I HD LI GY GRAN GN 100 745.4,2 [ ,45 95%o [ 70.4 CORING TERMINATED 740.40 [ L 73 5 .42 [ Not to scale Page 2 of 2 CORE BORING RECORD NA - 4 BORING NO.- JOB NO. - C,- L65N
.* bJe b- WATER TA81E LAW ENGINEERING TESTING CO.
F 909"M DESCRIPTION CORE BIT
% SIZE ELE V.
802 REMARKS V ('ENSE RW BROWN MICACEOUS SILTY FINE TO MEDIUM SAND 1~ 7971 NM= 42 II 17 9.0 750 Joint at 10 Feet SOFT'AND SOME MOD HD LI GY [ GRAN GN 3-3% [ INX [ 17 [ :391% 2777 17 28.0 17 29.7 30.1 MOD HD LI YGRAN GN MiO)D liD LI CY. AND DK GY BK MOD HD LI CY GRAN QNT 31.2 L 31L5 1.OD I *ID D.DK MOD I1D LI GY GRAN GN
.¢ ... .. . .....
34.2 [ HD LI GY GRAN GN 100 38.8 39.0 MOD HD DKXGY BI HO GN 39.5 D H:D_,!.*X
ýX)D HD) D DK GYGY , BL.BiW GN QNO 40.0 ,,_ i[.762_ L_
*1 ALTERNATING THIN LAYERS OF GRAN GN AND BI HO ON.
LI Light HD Hard t- DK GY K Dark Gray BI HO Bioti te Hornblende Page 1 of 2 I l')D MED Black Moderately Medium GRAN GN Gran. te Gne 56 CORE BORING RECORD BORING NO NA -5 [ bje TABLE JOB NO. ___-N-
- WArER LAW ENGINEERING TESTING CO.
F DEPTH FT. DESCRIPTION CORE BIT
% SIZE ELEV. REMARKS 40 .0 .76.2.
40.7 . H" DK'MOD 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,KB 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 63.2 A.2 HDLI iHD-LI GY GRAN ____GRAN5__ HD DK GY BK BI 110 GN _ _ _ _°_ _ 100 64.4 H DKCVFB WTH-11 RDDLIGY GRAN GN 97 67.1 68.1 HD DK GY BI HO GN U 68.9 6 S HD DK'GY GRANGN 11D LIGY El HO ON 732 6IHDLI 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 DEPrh rT. DESCRIPTION CORE BIT ELEV. SIZE 7 7,2
.z.a r*
REMARKS 40.0 [ HD LI GY GRAN GN 65% [ -11176 7', 5, [ 78% 800 Joint at 46.0 - 48.7 47.5 Feet U 50.9 SOFT DK GY BROWN BI HO GN HD LI GY GRAN GN [ C BX' 7,Z5. [ 58.3 59.3 MOD RD DX GY BI HO GN 4-HD LI GY GRAN GN U 1001/ U 63.2 63.5 HD LI GY GRAN GN: 7_47 .5-65.1 U HD DK GY BK BI HO GN 68.2 Ii HD LI GY GRAN GN
~O0~
L 72.8 CORING TERJMINATED 4-,-- [ ..7-37.5 L L L Page 2 of 2 L CORE BORING RECORD A-2 BORING NO- [. bjs End of Boring
-- WArTR TABLE JOB NO CH 1065 N LAW ENGINEERING TESTING CO.
I.
f DE PTH1 FT. DESCRIPTION CORE BIT SIZE ELEV. REMARKS 0 744 7 I" I-I - t BROWN MICACEOUS SANDY SILT r 739. 7 N =25 I: Undisturbed Sample 5.5 - 6.5 Feet 734 .7 N - 99 [ C 73224 Refusal [ [ 22.0 241.7 1:Refusal [ MKJD HD DR CY BK BI HOH NQ__ 22.9 RD LI GY GRAN ON 719_ [ 26.2 26,3 26.7 MED HD. DK GY. -BKBI HO GN ........... HD LI GO GRAN GN 85] % MID HD DK GY BK BI 110 GN L 26.8 HiD LI 0Y GRAIN GN NX 714..7 [ I100p [ 33.5 34.2 H!D HD DK GY BI .10'GN. RID LI GY GRAN GN 4. 7019.7 L 37.7 100 BX. X'D_1D DK G' BK B1 jjQ,.N 38.0 [ LI DK 40.0 Light Dark HD LI GY GRAN GN BI - HO - Biotite Hornblende 704.7 I I. BK Gray Black. MOD - Moderately GRAN GN -
- Granite Gneiss Page 1 of 2
- Medium I- - Hard CORE BORING RECORD BORING NO,-I'NA-3 I bJO wATER W- TArtE LAW J0OB NO. .- :.k06 5 -
ENG(NEERING TESTING CO.
[ DEPTH FT. An DESC RIPTION C.ORE 817 ELEV.
%SI'ZEý77 %
REMARKS F RED HICACEOUS CLAYEY S11LT Bag Sample 0.- 6 Feet SAN~D f 770,0 Undisturbed Sample [ 5.0 - 5.5 Feet t"
ýMOD HD LI - MED GY GRAN GN
[ ?,65. 0 [ 9f r i!60..0' 670 Joint at 15.0 Feet Lost water - 15.6 Feet. [ 755.0 [ 20.9 21.2 MO D HD DK GY W B,I HO ON MOD RD LI GY GRAN GN [ NX J.5'2.QD 760 Joint at 24.5 ?eet [ 27.1 SOFT DK GY BK BI 1O-GN_______ 28.1 [ 29.7 30.0 {D LIGY GRAN GN' ... MOD HD DK GY BK BI HO GN HID LI GY GRAN GN [ 33.0 LMMF W *fl - MIt~ JL f-V* DT U.L.) tk r'. UA 65' II. 34.6 35.5 LI GY GRAN GN 36.1l J!;D WuITE QUJARTZ, PEGMATITE 1~. 38.4: HD LI GR GRAN GN 10 V 1-it) 1I CYN C,.AN, (,m I- LI - Light D - Hard 735.0 Not to scale DX - Dark BI - Biotite L GY - BK-Gray Black HO - GRAN Hornblende
- Granite Page I of 2
[ MD-ED-Moderately GN - Medium Gneiss CORE BORING RECORI) L bjs BORING NO NA-6 GIN-EIN JOBN. TET--M5NGO
-- WATER TAOLE LAW ENGINEERING TESTING CO,
V DETH 1-0O. 0 DESCRIPTION GORE BIT ELEV.
%/ SIZE .735 ý.o REMARKS
[ 40.7 40 '.8 HD LI GY GRAN GY 43,7 [ 44.7 RD LI-DK GY ALTERNATING .J.AY-&95-* 100 r RD U.. GY.GRAN GN ______ 7.30;.0 45.6 [ 45.9 46.6 HD LI GY GRAN GN NX 46.7 HD M,)GY :1BI- HO GN: [ 47.0 47.1 HD LIId GRAN GN, HD DK GY BK BI HOGN 1.00~ ri 50.3 50.9 51.6 RD LI GY GRAN GN I{D MED DK GY 31 HO GN 7 9 q .9? 51.8 S I4~ ~ CORING TERMINATED [ I' [ U Ii [ 1. U L __________________________________________________
*i OF BI HO GN AND GRANOGN Not to scale
[ Page 2 of 2 CORE BORING RECORD
- 1. bjs BORING NO.NA-6 JOB NO. _CH 1065 N WATER TABLE LAW ENGINEERING TESTING O.
V DEPTH FT. DESCRIPTION CORE BIT ELE V. SIZE 784.5 REMARKS 0 1~ VERY DENSE RED MICACEOUS CLAYEY V 5.0 SILTY SAND WITH SOME QUARTZ FRAGMENTS 779,5 N-5 0 Undisturbed sample V VERY DENSE CRAY TO WHITE MICACEOUS SILTY SAND 4.5 to 5.5 feet V .7745 -N=79 [ [I .7.9,5 N=80 [
-Z4,4-
[ N=44 [ 759.5 25.0 [ SOFT VIED CY GrAýN CN U 29.8 MOD H-D LI-NED 0i' GRAN GN 754.5 [ NX [ 749.5 L-Q007 BX
ý744. 5 t 40.0 LI - Light HD - Hard 36.0 Feet of 2" Plastic Pipe left in hole DK- Dark BI - Boitite L GY - Cray BK - Black MOD - Moderately IO - Hornblende GRAN - Granite GN - Gneiss Page I of 2 MED- Medium CORE BORING RECORD BORING NO,_l!A_ 7 JoB No, cN-1065 N bjs WATtR TABLE
-- LAW ENGINEERING TESTING CO.
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 GY.*9 NGN 4 9 .8 4 MOD HD DK .--GY.I BI.. HO. --.GN 1- 1." .1 '1. .. - 3 . N GN .. X... 5 0o.5 PiDMDWHITEHD LI,QUAATZGY GRA.PEGMATITE 9 o: 53.0 RD 98)7 5 4 ,0 55.2 I.T r H D WHITE HD QUARTZ PEGMATITE --- -- l 729.5 58.0 **' H0 LI GY GRANGN : 58.1 MOD HD DK GY BI HO GN. 58.1 59.5 iD LI GY GRAN GN 0 7 60.7 lID WHITE, QUARTZ PEGMA1,1 ____-.45-HD LI GY GRAN ON* 63.7 ... 64.7 SOFT LI-MED 0Y 'GRAN ON7 65.3 RDJ,- 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 L.FID GY' C*.AN UmM .N CORING TERMINATED L.
L Not to scale' L I Page 2 of 2 CORE BORING RECORD BORING NO.-h&--:1.,_ JOB NO..CiiQ6.*JL I bjs - WATER TABLI LAW ENGINEERING TESTING CO,
[ DESCRIPTION CORE BIT ELEV. REMARKS [ FT. VERY DENSE BROWN GRAY WRITE
% SIZE 8o 0 . 9 III I]* ....
MICACEOUS SILTY SAND [ ,9.__._5*9_.*N m 42 [ [ .7NI-' ,- 42 r [ . 7§ ".9
- 4 LI
[ :22.'0 780-91 i NW 50/3" II HD LI GY GRAN ON [ 25.7 27.0 ,MOD HD NED .GY GRAN.GN ___ RD LI GY GRAN ON 92% L 29.5 30.0 M01,DO
ýK--YýJLD :2a i __'
770.9 U 30.3 32.0 L
.iAQ~A1 Y-OAN JW BDK~Y
-233--
U~i~i___ -NX 32.5 I. 34.7 35.4 HD LI GY GRAN ON W..HD*.K QY BKj H6_HO.N 765.,,9 ED LI GY GRAN ON U 37.0 38.3 tSOFT DK GY BK BI HO ON ____
'loo 0
HD LI GY GRAN' GN 760:.9, U 40.0 LI - Light HD - Hard
- S- 4 .. 2~4..4...... A L DK - Dark GY - Gray BK- Black BI -
HO - GRAN - Biotite Hornblende Granite Page I of 2 MOD - Moderately ON Gneiss I MED - Medium CORE BORING RECORD BORING NO.... NA-8 I bjs - wATER rABLE LAW JOB NO, ClH 1065 N ENGINEERING TESTING CO.
V DEPTH FT. DESCRIPTION CORE BIT SIZE ELE V. REMARKS 40.0 .70-9 [ 40.9 41.7 1-1DLI CY MOD
.GRAN. CN DK-$BKBL 10 ,N 420 Joint at 40.8 Feet r MOD RD LI-MED GY GRAN GN
[ 46.7 46.8 OD ED DK .GY-L1KIBiT-H MOD HD LI GY GRAN GN a .N 100 7. 47.1 47.2 IOD HD DK GY BK BI HO CN HD LI GY"'GRAN GN_ __,. _ BX 1 50.0 50.2 ED DK GY BK BI HO GN 1? 53.4 HD LI GY GRAN GN 54.4 745.9_ RD LI GY GRAN CN 1o0I7. 56.0 iD DK GY BK BI 110 ON [ 57,7 58.2 RD LI GY CRAN GN lD DK GY , BI. H GN. 58.7 [ 6i.1 HD LI GY GRAN GN HD DK. G BK iE"HO GN, 61.5 IRDLI GY GRAN GN [. 61.6 62.1 HD DK GY BK B11 HO ON 1001.% HD LI GY GRAN GN 64.5 I-a-Ii CORING TERMINATED 735.9 [. 1. [ 1~ U Not to scale U Page 2 of 2 L CORE BORING RECORD BORING NO. N!-8 [ bjs JOB NO, .. 1liiO65. N
- WATER TABLE LAW ENGINEERING TESTING CO.
DEPTH OESC RIPTION CORE SIT ELE V1. REM ARKS FT. % SIZE i0 - V- -
.822.7 U -IN 2!7
-N = 13 STIFF RED BROWN MICACEOUS FINE 17 TO COARSE SANDY CLAYEY SILT WITH SOME QUARTZ FRAGMENTS
-N= 25/Zr
[ ,7.5, MOD HD LI GY TO WHITE QUARTZ II PECMATITE 54% [I 12.5 HAWTi0{RN`E BIT - VERY DENSE CY SILTY SAND [ 80£.7_. Refusal I: 802,.7, ( 20.4 qOF-T IT GY QRANý CN MOD 11D LI TO MED GY GRAN GN [ 481 7.97.7 Nx [ 93Z. L 17.92. 7, 600 TToint at 30.7 Feet U Lost water at 30.8 1'eet U 7"87, 7 L 38.4 Vol?)3Xr 782.7 L Jvan LTINI T f..Wh C 31.0 Feet of 2" Plastic Li - Light HD - Hard Pipe left in hole DK Dark BI - Biotite L CY - Gray HO - Hornblende Page 1 of 3 BK- Black GRAN - Granite 4oD1) Moderately GN Gneiss lb MED- Medium CORE BORING RECORD L bj s BORING NO JOB NO. . NA_, _-'E WArER TABLE LAW ENGINEERING TESTING C0,
U DEPTH FT. DESCRIPTION CORE BIT ELE V. SIZE 7 8 2 .7 REMARKS [ 40.0 MDD HD LI TO MED CY GRAN GN [ :77 7. 7 BX F 46.5 46.6 47.4 SOFT MED CY GRAN GN MDD HD MEIL A_ L__. 100 C 48.4
.SOFT ,,,ED GY. GRAN ON.
MOD HD LI GY GRAN GN C 52.4 52.9 53 5 .MOD HD DK GY BI HO GN F 54.0 HD LI TO MED GY GRAN GN 92 [ L [ 1001% 752.7, [ 67.3 ,BX 67.4 HD MED CY BI ,L_.o' G F 67,7 68.2 HD LI CY GRAN- -. liD MED GY BI HO CN 7.52.7 HD LI GY GRAN GN ___ 71.0. I 71.77 72.2 11D MED GY B1 HO GN
,RD LI GY GRAN GN
,RDMED GY BI HO GN.
[ 72.7 HD LI GY GRAN GN 1001 % [747.7 L 79.7 -- . * . . . .. , , , [ L , --. . lOG IiDMEI) (YB1 HO(Th 742.7 80.0 11D ý2 D GY BI HO GN Not to scale L Page 2 of 3. I CORE BORING RECORD NA-9 BORING NO. F bjs
- WA TER TABL F JOB NO....U:I 5-Ji LAW ENGINEERING TESTING CO.
[FTH DEPTH DESCRIPTION CORE BIT ELE V. REMARKS
% SIZE 86.0 ,
HD NED GY BI .110 GN 60.2 81.0 HOD LD DK1GYI -Q
- 81. 3' MO~DHD DKGY BI HD GN 82.0.I HD--LI CY rRAN rN 83.0 HD LI M RAN ON 83.7 liD DR C"Y BI HO GN IOC 83.9 HD LI CY. GRAVQ.
-4.3 HD MED TO DK CY BI HO GN 84.7 HD LI GY GR.1 CN 1.*,
87.2 87,5 liD HED GY BI HO GN 88.1 HD WHITE.QUARTZ PEGMATITE...... HD LI GY GRAN ON 92.8 HD DI GY BI HO GN 93.4,
-HD LI GY. GR.M GN 94.0 94.4 HO ME D MLARJLý B 1 ~
HD LI GY GRAN GN 98 727.7 95.7 96.5 RD MED GY BI -H GN O.. RD LI GY GRAN GN ... 96.8 97.3 RD MED GY BI HO GN 99.2 HD LI G'Y GRAN GN CORING TER-INATED [ Ii [ [ [ I I.. Not to scale [.. Page 3 of 3 I CORE BORING RECORD BORING NO. _NA-9 JOB NO. £i.6S bjs WArTR TABLE LAW ENGINEERING TESTING CO.
DEPT. DESCRIPTION CORE BIT ELE V. REMARKS FT. % SIZE 826.4
- 0 Y - I ~ - -
[ 0 I. TOPSOIL AD GRASS STIFF BROWN MICACEOUS CLAYEY [ SANDY SILT
" N - 10 821.4 6.0 FIRM TO VERY DENSE BROWN GRAY WHITE MICACEOUS SILTY FINE TO COARSE SAND WIT'H ROCK FRAGMENTS r
- N~=9.
816.4_i r [ 811. 4*. N Z200!' (Refusal) III _N' 52 Li 22.0.. [ VERY STIFF BROWN MICACBOUS FINE SANDY SILT Ao1 .A6 N 16 U 26.0 VERY STIFF YELLOW BROWN kICACEflUS FINE SANDY SILT Ii 30.01 796. .4 FIRM WRITE GAY SILTY FINE TO [ COAR SE SAND
-. N 28 791-.4 37.7
ýtJD RD LI TO MED GY GRAN GN 40.' C 19q/ NX 786.
L LI DK GY Light Dark Gray RD BI HO Hard Biotite Hornblende Page 1 of 3 [ BK MED bED Black Moderate ly Medium GRAN GN Granite Gneiss CORE BORING RECORD I b js 7:ýWATER rA8Lt BORING NO. NA-10 JOB NO. _.ll-D65 ,h LAW ENGINEERING TESTING CO.
Ii O(PTH FT. 40.' A OESCRtPTION CORE BIT ELEV. S1ZE 7 8 6 . 4 REMARKS 4 740 Joint at 40.0 Feet F 40.1 41.6 L M'VMRD 904 42.8 [ lID LI GY GRAN GN qx-46.0 '7 46,8 48.5' _OD HD Ll TO MED GY GRAN GN DHD DK GY BK BI HO GN RD LI GY GRANON _ 48.9 1o00
-HOD HD DK CY BK BI HO GN 76.4 49.5 HD LI GY GRAN GN
'I 771 4 1-0 0 V [ 59.4. 7.6.4 HD DK GY BK BI HO GN [ 62.5 ND LI GY GRA N W 63.2: [ 63.8 64.7 HD LI GY GRAN GN '-B k HD DK GY BI HO GN 100 64.9 [ 65.5 65.7 JD LI TO, DK GY ALTERN6,Tj.nifN 7.61 .4-liD LIGYGRAN ON '7 65.9 RD DK GY BI HO GN *I 66.1 _HD LI__TO DK GY ALTERNATING. 66.7 HD DK GY BI HK) GN L 66.9 HD LI GY GRAN GN 756..4
'7 1,60 78.7 78.9 -DK Y 1a110*GN . ..
746.4 I 80.0
*1 LAYERS OF BI HO GN AND GRAN GN I Page 2 of 3 I. CORE BORING RECORD L bjs WATER 74841c LAW BORING NO. NA_10 _
JOB NO. CH-I0' N ENGINEERJNG tESTING CO.
(. DEPTH FT. D~ESCRtIPTION~ CORE BIT
*'* SIZE ELEV, 746.4 REMARKS 80.0 J, k
[ RID LI GY GRAN GN 100 [ [ 85.0 100 741.4_ HID WHITE QUARTZ PEGMATITE [ 88.0 BX 88.6 'D DKGY BI HO GN ___ [ 92.4 RID LI GY GR.AN ON 96% 736.4 r 92.5 93.0 94.2
`.1HD DY, GY, BI HO GN HID LI GY GIAN, ON RID DR( GY HT rNT I 96.7 HD- LI CY GRAN ON 731.4 t - ~
[ CORINC TERMINATED 2264W I I I (. I I 1. L Not to scale Page 3 of 3 I CORE BORING RECORD BORING NOXA-_IQ.0__ I bjs JOB NO.CH 1065 N
-- WATER TABLE LAW ENGINEERING TESTING GO,
DEPTH DE SC RIFtTION CORE BIT ELE V. REMARKS FT.- % SIZE 763 A 0ý r LOOSE RED BROWN SILTY MICACEOUS [ FINE TO MEDIUM SAND _..-_ý4 N- 9 r 8.0 [ STIFF TO VERY STIFF GRAY BROWN MICACEOUS FINE TO MEDIUM SANDY SILT 753 85 N 12 II [ :748.85 N 14 [ 7431.8 N= 26 [ [ 23.0 DENSE BROWN MICACEOUS SILTY FINE SAND 31 N [ 11 i-Th.ý.§,- - 30 I 32.0 WEATHERED ROCK FRAGMENTS I 35.0
ýVERY SOFT DK BROWN GRAN GN 2,RsRr 770 Joint at 35.5 Feet AND BI HO GN 470 Joint at 36.6 Feet I 4 gr/.ý NX 85 723 I V*
I 40.0 LI DK Light Dark HD) Hard Blot te 813 I GY BK MOD Gray Black Moderately HO GRAN GN Hornblende Granite Cne;ss Page I of 2
,AED Medium I CORE BORING RECORD BORING NO, NA 11
!065 I bjs End of Boring
-W WATER TABLE LAW JOB NO. N ENGINEERING TESTING CO.
r OCPT" FT. 40.0 OESCRIPTION CORtEBIT
% SIZE ELE V.
-'723 "85, REM ARI(S VERY SOFT DK BROWN GY GRAN GN AND BI HO GN 42,5 *9% 460 Joint at 43.0 Feet SOFT TO MEDIUY GY GRAN GN (Recemented) 43.6 MDD HD LI GY GRAN GN 718 Jý
[ [ 80r [ [ 55.0 1Kfl HD DKG.Y BKBI ,11 GF, 580 Joint at 55.3 Feet 590 Joi'nt at 55.9 Feet
'I 56.4 I 57.6 HD LI GY GRAN GN HD DK GY BK BI HO GN 997' 103- A 640 Joint at 57.Feet 58.8
[ 61.4 HD LI GY GRAN GN HD DK GY B HO GN [ 62.1 11D LI GY GRAN GN 698.85 64.5 [ 67.3 HD DK GY BI HO *N 600 Joint at 67.8 Feet 92% [ 68.4 lID LI GY QUARTZ PEGiATITE lID LI GY GRAN GN 593.85 [ 73.0 [- 75.0 HD LI BI HO GN GY GRAN GN AND 4.-4-4 688.85 CORING TERMINATED L I 80.0 I Page 2 of 2 L CORE BORING RECORD BORING NO,-JUA-1I L bjs Z- WATER TA84,E JOB NO. tiL.IOhs LAW ENGINEERING TESTING Go-
,N.
r DEPTH FT. DESCRIPTION CORE BIT ELEV. SIZE 780.,0 REMARKS f 0 BROWN MICACEOUS SLIGHTLY SANDY SILT
- V Bag Sample 0 - 16 Feet i[
r [ [ [ Bag Sample 16 35 Feet 16.0 - GRAY MICACEOUS FINE TO COARSE III ,SANDY SILT AND GRAVEL [ [ 755.0O [ II 75C00 [ [- 35.0 BORING TERMINATELD 74 5 .'0. [ 740.0 Drilled to be used in Field Permeability tests. Located adjacent to State Road 45 Northeast of NA-i1 No Ground Water Encountered L AUGER BORING RECORD BORING NO._ I1k L. bje bs- WATER TABL7E JOB NO0. U1..Q1-N_ LAW ENGINEERING TESTING CO.
I. FT. DESCRIPTION CORE BIT ELEV. S"Zt 780.0o" REMARKS 0 f RED BROWN CLAYEY MICACEOUS U 4.0 SLIGHTLY SANDY SILT U YELLOW BROWN MICACEOUS SANDY SILT 770. 7 r 10.0 [ CRAY BROWN MICACEOUS SILTY SAmf
- f. 766.1
[ U 761.5 [ [ 756.9 27.8 [ HD LI GY GRAN GN I00 INX [ 32.2 752.2
- 32. 6 HD DK* 9Y Bh IHO GQ _
[i HD Ll GY GRAN GN 95%JBX
-- 7/47.
[ 38.1 U 39.1 39.2 ID, DX cy B6k HO GN
.IQ_WIjTg QUARTZ PEGMC,.. 94, 740.8 740Joint at 39.4 Feet L LI DK GY Light Dark Cray HD BI Hard Bioti to Hornblende Hole inclined 220 from the vertical Black GRAN Granite 1 of 2
[ Page Moderately GN Gneiss Medium CORE BORING RECORD L bjs BORING NO. NA-1 2 JOB NON CH 1065 N WATER rA191f LAW ENGINEERING TESTING CO.
F DEPTH DESCRIPTION CORE BIT ELE V. REMARKS FT. % SIZ7E 39.27 * .X.K______ 39,9 SOFT DK*Y*YBIHOG. [ 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. 46 .0 ... D.. DLI .GYGRAN
.. -" GN .... 9 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 72,2 R~ DK GY BK BI HO GN
-715.2
_ _ _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 LL-bjs WATER TABLE LAW JOB 1 NO. __QH15N FNGINFFRING TESTING GO
f 09PI'H FT. DESCRIPTION CORE BIT
% SIZE77 ELE V.
3 0 REMARKS 0 HARD BROWN GRAY MCACEOUS r SLIGHTLY CLAYEY SANDY SILT 788. N 50 + (Refusal) N 50 + (Refusal) r 11.7 13.8 SOFT MED GY GRAN GN 4. 75J 4. 14.4 .ŽKJD-IK 1IQ.U~~ED G.Y GBN;1~. II 15.6 OF2_T DK G K H N MOD HD LI TO MED GY GRAN' GN iNX [ 78% 7173. [ 21.8 1MOD Rid DK GY BK 131IIHOQ ...... 23.0 [ MOD HD LX GY GRAN GN 89 A 768,0 690 Joint at 28.0 Feet [ Vertical Joint at 29.5 Ftl BX [ 763.0 31.9 VERY SOFT BK BK BI HO GN 32.4 34.5 _RD LI GY _RANGX GN C 34.7 35.0 SOFT MED GY GRAN GN lD GY GRAN GON ____ 95 758.0 36.2 lID DK GY BK BIT HO, ON____ 37.3 L 38.0 HD~ MD91B HO GN RD LI GY GRAN GN 754 .2 il I 38.8 LI Light RD Hard DK Dark BI Biot! te 11.0 feet of 2" plastic pipe L Gy BK NOD Gray Black HO GIAN Hornblende Granite left in hole Page I of 2 Moderately GN Gneiss MED Medium CORE BORING RECORD Not to scale BORING NO,___ NA-13 ' bjs - WA rFR rABL E JOB NO. CII-1065 N LAW ENGINEERING TESTING CO.
Fi SEPT" VIT. DE SCRIP TION CORE 9IT ELE V, SIZE, 7,h'4 j REMARKS 38.8 39.5 RD MED ITO DI( GY B1 HO ON HD LI GY GRAN GN 1001 ,% 43.8 uT, ] r MDBHD DK Gy 3K Bi *o GN 44.0 RD LI GY GRAN GN 748.0O [ 47.5 HD-DK GY BK BI HO GN [ 47.7 48,1 48.6
- 91) WHI E. VA3TM -MGM=,TE~
IMU)LIGY QP.AN CI, BX r 49.0 49.3 49.7 1W Di GY BK BI OO HD LI' GY :GRAN GN HD HO)D DK CY BI HO0GCN
*1°
ý743 .0
[ 52.3 53.5 HD LI GY GRAN GN ji{jD I DTEK RHDLI DK,,CT ALTERNATING LAYERS EARTERfATING ___ 54,0 [ CORING TERMINATE.D [ [ [ [I [ [ L [ _____________________________________
*1 OF BI HO GN AND GRAN GN
______ I [ Not to' scale Page 2 of 2 L CORE BORING RECORD BORING NO.2NA-13 I bjs WATER TABLE LAW JOB NO, CH-I065 N ENGINEERING TESTING CO.
r DEPTH DESCRIPTION GORE BIT ELE V. REMARKS r FT. 0
% SIZE 793.0 Uag Sample 0.0: 5'!
r STIFF YELLOW BROWN MICACEOUS SLIGHTLY CLAYEY SANDY SILT 788. 0: r N. 9 Bag Sample 5,w 10' Undistrubed Samplel 5*.0 .- 6.0:feet.
- Udi*s~tu~rbed. Samp~le
[ 9. 01ý__ FIRM LIGHT CR~AY MICACMXUS 783.0 10.-'Q,11.0; feet N 1,9' ag. Sample 10'-15 feet SILTY SAND 13.0 [ STIFF YELLOW BROWN MICACEOUS 778.0 Y 9 Bag Sample 15-20' [ 17.5 SLIGHTLY CLAYEY SANDY SILT Undisturbed Sample 15.0-16.0 feet FIRM VERY DENSE MICACEOUS GRAY - N - 13 Bag Sample 2042k' BROWN SANDY SILT Undisturbed Sample [ 768.0_ 20.0-21.0 Feet [ N = 47 Bag Sample 25- )01 Undistrubed Sample 25.0-26.0 Feet [ 763.0 N 67 Undisturbed Sample 30.0-26.0 Feet Undisturbed Sample [ 7,58.0 33,5 - 34.5 feet Refusal L [I 40.0 75,. 0 -Jefuta I-L LI DK GY Light Dark Gray HD B1 HO Hard Biotite Hornblende Page I of 2 BK Black GRAN Granite [. M1D MED Moderately Medium GN Gneiss CORE BORING RECORD BORING NO_ NA- 14 I- bJs End of Boring 4J01N0., CH-]065 N E- WATFR rABLE LAW ENGINEERING TESTING CO,
F DEPTH FT. DESCRIPTION CORE BIT ELEV. SIZE 7.53.0 REMARKS 40.0 [ 41.0 FIR14 -VERY DENSE GRAY BROWN SANDY1 *1, b10D liD LI TO0 MED GY GRAVI GN 75 NX r 44.7 44.8 MOD HD DK GY BK B1 HO GN
.87 748,n r HID LI GY GRAN GN
[ 743. 0 [ 51.5 HD LI GY WHITE QUARTZ PEGMATITE BX [ 54.5 RID LI GY GRAN GN boc 738. Oý 720 Joint at 53.0 Feet [ 56.7 57.8 HD DK GY BK BI HO GN 9 58.1 [ 58.4 59,0 HD DK GY BK BI HO ON
-HD LI GY GRAN GN 59.5 ,HD DR GY BK BI 1K) ON . ... 10c 733.0 61.9
[ 62.1 63.4 HD DK GY BK BI1 HO GN HD LIG..Y CAN_ ON. ... RD DK GY BK E3 HO GN 63.8 [ CORING TMINATED 728.0 [ [
*1 SILT Not to scale Page 2 of 2
[ I CORE BORING RECORD BORING NO IA 14 JOB No ....... T 5 'IT bjs End of Boring
-- WATER TAIWLE LAW ENGINEERING TESTING GO.
[ FT. DESCRIPTION GORE BIT SIZE ELE V. REMARKS 0 17 TOPSOIL. '!;" '.Y' " . ' 0.3 VERY STIFF BROWN CLAYEY MICACEOUS FINE TO MEDIUM SANDY I SILT 251L
-N = 22
[ 7.0 [7 STIFF BROWN FINE TO MEDIUM N =9"t [ 12.0 SANDY MICACEOUS SILT FIRM TO HARD BROWN GRAY 25./L MICACEOUS FINE TO ?flEDIUL - N = 6" [ SANDY SILT [ N = 711 [ [ N 40/3" [ 27.0 [ VERY STIFF BROWN CRAY WHITE MICACEOUS FINE TO COARSE SANDY IL?3 6
-N= 19
.1
[ 32.0 SILT L VERY DENSE BROWN CRAY WHITE HIfCACEOUS SILTY FINE TO COARSE SAND 731.11
-NW= 20/0" L
L 40.0 ......... .. .of 726.1 N = 40/3" 36.0 Fee..... 36.0 Feet of 2"* plastic 2' pa ti LI Light HD Hard L DK GY BK Dark Gray Black BI Biotite Hornblende pipe left in hole GRAN Granite Page 1 of 2 [ MOD MED Moderately Medium GN Gneiss CORE BORING RECORD BORING NO.NA~1._ I bJs wATER W- TA8J4i( JOB NO- C 1065 N LAW ENGINEERING TESTING CO.
F DEP'rN FT. 40.0 DE SC RIPTION GORE BIT ELEV. SIZE 726A REMARKS F VERY DENSE BROWN GRAY WHITE HICACEOUS SILTY FINE TO OOARSE SAND F 721..1
-N = Refusal F
r 49.5 50.8 MO RDD D qY 1tDD RD DK GY Bl 110 GN RI -GN 1-4--- 500 Joint at 50.4 Feet [ 51.0 51.6 YAOD HD LI GY GRAN ON WOD HD DX CY BI HO GN 100 [ 55.6 RD LI GY GRAN GN 7111-1, 57.2 [ 57.6 58.9 MO 0D&C HD Lj GY GRAN GN HO GN 104 NX, MDD R[) DK ý* B! HO CN [ 59.2 59.6 60,Q
'VD LI GY GRAN GN HD) DK .-__Y BI.RO GN 706, 1 HD LI* GyGAGN
[ 61.1 61.4 62.2 M0D HD DK, GY BX BI HO GN AiDLI. Y,G*AN GN 100 [ 62.5 67.3 R,HDDK 9"yBT HQ.: "GN RD LI GY GRAN 6N MOD RD DK CY BI HO GN I~TLI 67.5 I 67.6 67.8 HD LI GY GRAN GN DIOD HD DK GY BI HO GN 100 69.5 1HD Li. flY fRA.N fiN - C 696.,1 "T) RA T-TQy CORING TRMINATEl C 11. 1~ _____________________________________ ______ I Not to scale L Page 2 of 2 I CORE BORING RECORD 1.5 BORING NO.NA I bja bi- WATER T4BLF JOB NO. U OH 65N_ LAW ENGINEERING TESTING CO.
r DIE FT H FT. DESCRIPTION CORE BIT I.SIZE ELEv, 767.9 REMARKS U Bag Sample 0 - 25' Undisturbed Sample U STIFF RED BROWN MICACEOUS CLAYEY SANDY SILT N 3.5-4.5 Feet 1 r 7:5 r STIFF YELLOW BROWN MICACEOUS SANDY SILT 75 !I..9 N- 8 Undisturbed Sample
- 13.5-14.5 Feet U
U 7ý52.~-9-N -12 [ -N=9 74 79 Undisturbed Sample U 0~.0 23.5-24.5 Feet [ FIRM GRAY BROWN SILTY MICACEOUS -N 16 SAND WITH SOME QUARTZ FRAGMENTS L U N= 24 7374.,Undisturbed Sample 33.5 - 34.5 Feet. 31.5 VERY STIFF BRO9N SLIGHTLY SANDY MICACEOUS SILT ?32.92~ 17 L J- 231 40,0 727.9 I- LI DK Light RD Hard 85.0 Feet of 2" Plastic pipe left in hole Dark BI Biotite U GY BK Gray Black MHD Moderately HO GRAN GN Hornblende Granite Gneiss Page I of 3 HMD Medium CORE BORING RECORD 16 BORING NO.Mý, I b js
- wATE*R 7A8LE JOB NO. CH-106 N' IA AA LAW ENGINEERING TESTING CO.
[ DEPTH FT. DESCRIPTION CORE BIT ELE v. REMARKS [ ý.fl A
ý+V. %j VERY DENSE GRAY BROWN
%, s5'ZE 7 2 7 .9 .,
~1 WHITE MICACEOUS SILTY SAND WITH SOME QUARTZ FRAGMENTS r 7 2 2-9
- N-50/4"
[ [ 71.7,9, [ [ 712. 9 [ [ [ U 7Q2 9'. [ 69.0 I K)D HD LIGHT TO MED CY GRAN GN i697.9 100 85o Joint at 72.7 Feet [ 74.9 75.4 75.6 MOD liD DK GY BK BI AO GN MDD RD MED GY GRAI GN
;NX 710 Joint at 76.0 Feet 100 770 Joint at 77.0 Feet
[ 76.5 77.7 78.0 IP.D MiD ID GY GBBRN GN____ SOFT DK GYBKBIHOGN [ 78.2
.moD Hf-lL QY. GRAN GN. i687.9',
[ Page 2 of 3 L CORE BORING RECORD BORING No0M'16 [ bjs
*- WATER TAOL E LAW JOB NO. c! T065, ENGINEERING TESTING CO.
OEPTH OESCRIPTION CORE SIT ELE V. REMARKS
- 78. 2 7 ,. 4- .. . . . ..
MD *D DK GY BK BIHOGN
.79.1. .
- 9..-%,---.,----*
r 79,' 7 -"-MIDD- " M-E--, GY GRN GN ' SOFT DK GY TK BI HO GN 79.7 80.0 M-R HD -- *C - .N________ GRAN 2-80.2 SOF~TDK BY BK BI HO GN 81.3 992 r 82.1 MOfD H, MED TO DX GY BI H6, ON
~ 840~MO HDLI GY GRAN4 dN 84.5 R LIGY GRANN .___.
[ 84,7b ýD-DD BK BI HOQN9 V 86.0 HD LI.GY GRANL -GN 86.3 SOFT DXGY BKBI HOGN 90 873HLI GYGAql
- 8. D D LI TO DK GY ALTER*ATE .1 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 FIRM BROWN CLAYEY SILTY MICACEOUS SAND '7 811-.0 N .=r15 Undisturbed Sample 4.0 - 5.0 Feet F :806:.0
-N .11 C 12.01 ý!.ý ý
[ STIFF TO VERY STIFF BROWN GRAY SANDY MICACEOUS SILT 1801.0+ N = 12 [ 796.0 N = .13' [ [ -791.0 - N,
- 18 U
28.0 886; -N"=. ,19 DENSE TO VERY DENSE GRAY WHITE [ SILTY MICACEOUS SAND WITH SOME QUARTZ FRAGMENTS [ 781.:0 -N 2 L L 40. ________________________________________ 1....... .L - 7 76 0') _1 v 58.0 Feet of 2" plastic LI Light HD Hard pipe left in hole DK Dark BI Biotite I GY BK MDD MED Gray Black Moderately HO GRAN GN Hornblende Granite Gneles Page I of 3 Medium CORE BORING RECORD [ BORING NO.NA- 17 JOB NO.Ct 10_65N bJs End of Boring
- WATER TASTE LAW ENGINEERING TESTING CO.
[ IUT. li DE SC RIPTION CORE BIT SiZE -771. ELEV. REuARKS
ýI.
- -1 1 - -- --- --- 9
[ DENSE TO VERY DENSE CRAY [ WHITE MICACEOUS SILTY SAND WITH SOME QUARTZ FRAGMENTS _73JL 14 4 U F F F :55. ,7
'56,.6 SOF-O- 0Y -BROWN GRA.N .- __
F -~-. 4-
,75,..
F HD Li GY GRAN GN 17 56 [ _ 7,s5 U U 66.8 HOiD HD, DK GY B_ BI1 1H GN-____ HD LI GY GRAN' GN [ 86
*BX
[ 7 4.,3 [ 74.7 MflD RID LI GY GRAX GN
.iwRT.140-rm~.t
, :rD RV-(Y L 78.1 i jill 79.0, M'fD "WD GY BK BIlig10oN
[ 79.8 7ii;D'ýHD LI M, MED~ -- ,. RAN rm. - I - a 736 . 2 Not to scale L Page 2 of 3 [ CORE BORING RECORD BORING NO. NA-17 [ bjs JOB NO..N0-._*06._,TEI-A¢, ENGINEERING TESTING CO. O1
't- WA~rER 7-A81f
1~ DEPTH FT. DESCRIPTION CORE BIT E:LE V. SIZ E7 36.2 REMARKS 79.8 U 80.1 MOD D GD Y9G BI H GN! 960O RD1LI TO0 MED GY G;PAN O3f 96 lBXP [ 83.2 ODRING TERMINATED Il7 U U U [ [ U U [ [ II L [ [ [ bJs Page 3 of 3 I CORE BORING RECORD BORING NO ,--,-- - I -- WATER TABLE LAW
,JOB NO,.Cf.6.. 5 *-
ENGINEERING TESTING CO.
[ DEPTH FT. DESCRIPTION CORE BIT
% SIZE ELE V. REMARKS w -"' 45. 6 U 0.3 TOPSOIL AND GRASS Bag Sample 0 -8.0 Undisturbed Sample Feet 3.5 - 4.5 Feet U VERY STIFF RED BROWN SILTY MICACEOUS CLAY 740.64- N - 18
[ 8.0 Undisturbed Sample 8.5-9.5 Feet Bag Sample 8.0 -25.0 Feet [ STIFF TO VERY STIFF BROWN CRAY WHITE MICACEOUS SANDY SILT 735.6 N = 9 Undisturbed Sample [ 13.5-14.5 Feet U 730.6 N =9 Undisturbed Sample 18.5 -19.5 Feet U
-,Nz 11 U
[ N - 14 U [ 715 . N= 21 [ 11 N = 25 36.0 L VERY STIFF TO HARD GRAY BROWN BLACK MICACBOUS SANDY SILT
- N 25
ý705. 6 L 40.0 LI Light HD Hard DK Dark BI Biotite GY Gray HO Horablende BK Black GRAN Granite MOD Moderately GN Gneiss Page 1 of 4 IVED Medium CORE BORING RECORD BORING NOI-A-18 I bjs - WATER TABLE JOB NO. _CH I.Q.5 LAW ENGINEERING TESTING GO,
[ DEPTK DE SC RIPTION CORE BIT ELE V. REMARKS [ FT. 40.0 VERY STIFF TO HARD CRAY BROWN
- I- 705.,6 BLACK MICACEOUS SANDY SILT %.sz700,.6 I? _ N= 36 I.
. N 31
[ :695. [ N 26 [ [ . N = 25 [ [ 68.0.5
- N 34
[ 67.0 IiARD YELLOW BROWN VERY U MICACEOUS SANDY SILT 675.6 N 41
- N= 29 670.6
[ I 80.0 - 4 665.. 6 Page 2 of 4 [ CORE BORING RECORD BORING NO._NA 18 I bjs
- WATErR TABL- LAW JOB NO. CH_1 06)5 N ENGINEERING TESTING CO.
[ DEPT14 F~T. DESC RIPTION CORE SIT ELEV. SIZE",, REMARKS [ 80.0 VERY SOFT ROCK (NO RECOVERY) O0 [ 84.0 SOFT MED GY AND BR GRAN GN V 60 5x 740 Joint at 86.0 Feet [I 90.0 HAWTHORNE BIT - VERY DENSE CY SILTY SAND [ 650.6 [ [T 645.6' [ 104.0 QUARTZ VEIN _ __640.6 104.5 VERY SOFT GY CRAN GN [ 108.0 iMOD HD MED GY AND BR GRAN GN L 66 635.6 BX L 115.7 ____ __________________&30.6 115.9 MOD HD DK GY BK BI HO GN 750 Joint at 115.7 Feet MDD HD LI TO MED CY GRAN GN 116.1 118.0 SOFT DK GY BK BI HO GN MOD HD LI TO MED OY GRAN GN 80 L 120.0 ____ ____ ____ ____ _U._ _:1 625. I Page 3 of 4 L CORE BORING RECORD BORING NO NA - 18 JOB NO. CH TisI2N bjs WATEi' rABLj LAW ENGINEERING TESTING CO.
I. FT. 120.0 17 r I C [ [ [ 11 [ [ U 1. I Page 4 of 4 L [ CORE BORING RECORD BORING NO 8-_ I bJs LAW JOB NO. iO.i 1 ,5 Vi_0 ENGINEERING TESTING CO. b- WATER TABLE
1~ oEPTH FT. DESCRIPTION CORE BIT SIZE 7 ELE V. REMARIS 0
- r ----- --
[ 15, Bag- Sample [ VERY STIFF RED BROWN MICACEOUS SLIGHTLY SANDY CLAYEY SILT 2 8 30
* ~N 20,
. 0* - 0.0 Feet r _N = 23 r 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 765o.3 NN- 13 [ 22.0 STIFF YELLOW BROWN MICACEOUS SLIGHTLY SANDY SILTY CLAY [ VERY STIFF YELLOW BROWN SLIGHTLY SANDY MICACEOUS SILT 760.3.ý -N 23 L [ 755.3j =-25 [
- 1. ?50.31 N 29 I- 38.0 HARD YELLOW BROWN PINK MICACEOUS SANPY ýSI'. 745.3 I 40.0 LI Light HD Hard I DK GY BK Dark Gray BLACK BI HO GRAN Biotite Hornblende Granite Page 'I of 4 MOD Moderately GN Gneiss I MED Medium CORE BORING RECORD BORING NO--~ la, U.
JOB NO. - Cfli0iS -- I binjaDD. I~ AUJ Y¶ ENGINEERING 1-.5 ~~S~%~ L. S - TSTI r. r. n 5 5-- I(~ r~n
DE PTHN DESCRIPTION CORE BIT ELE V. REMARKS f T. % SIZE 745.3 r HARD YELLOW BROWN PINK JTCACE=US SANDY s=r* - -- ,
,HARD GRAY BROWN MICACEOUS SANDY SILT r 74 3 a 39' r
N3.* 4,5
* :44;
[ 725 .53. L L 720.3". N 44
'A7;.51 DENSE YELLOW BRO%'N AND GRAY 715 N 4 MICACEOUS SILTY SAND WITH SOME QUARTZ FRA(MENTS 710.3
*N: ,.-35 I
80'.0 L 705,.3 _ N.=. 36 I Page 2 of 4 IbJs CORE BORING RECORD L BORING NO, JOB NO. NA-19
ý- WArER TABLE LAW ENGINEERING TESTING GO.
[ lEFIrH FT. DESCRIPTION CORE BIT
%/ SIZE ELEV.
n REMARKS r 80.0 . 7n 3 r DENSE YELLOW BROWN AND GRAY MICACEOUS SILTY SAND WITH SOME QUARTZ FRAGMENTS N 40' I. [ C 1920.L [ [ 101.0 DENSE SILTY SAND WITH THIN LAYERS OF QUARTZ [ 680.3 105.3 [ DENSE YELLOW BROWN AND GRAY SILTY SAND WITH SOME QUARTZ FRAGMENTS [ 110.0 -1 675.3
~-----
RD LI GY GRAN GN [ 112.3 112.8 MOD HD MED GY BK BI HO GN 500 Joitn** at 112.0 Feet HID LI GY GRAN GN [ 115.5 BX 670.3 MD HD DR GY BK BI HO GN [. 118.3 L- 120.0 LD LI GY GRAN GN 665. L Page 3 of 4 L CORE BORING RECORD NA-19 L bjs BORING JOB NO CH 1065 N WATER TABLE LAW ENGINEERING TESTING CO.
[ DE PT H FT. DESCRIPTION CORE SIT ELE V. REMARKS
% SIZE, 120.0 I6'i..
C HID LI GY GRAN GN I -. F 125.0
,BX C MOD~tRD LI GY GRAN GN 100 F 130.0 ,,,li' ii l 4 - 4 -
At; t; 4.
'T
.CORING TERMINATED,
[ C C II [ II C [ [ C C C Page 4 of 4 I CORE BORING RECORD BORING NO.. 19 IWATfRrbf LAW JOB NO. __ N ENGINEERING TESTING CO.
r WIPTH DESCRIPTION CORE BIT ELE v. REMARKS [ "FT. 30 ýýTOPSO'IL, AND CRASS STIFF BROWN NICACEOUS SANDY a 2- 7L'
- 1. . 74 2 Bag Sample 0 - 4,0 Feet r SILT Undisturbed Sample 3.5 -4.5 feet 8
-737,.5 --N Bag Sample 4.0 -25.0 Feet
-7 0 i FIRM TO VERY STIFF BROWN GRAY WHITE MaCACEOUS SANDY I SILT ýN =6 Undisturbed 732.6 Sazple 8.5-9.5 Feet
[ [ 727.,
- N 12 Undisturbed Sample 13.5-14.5 Feet
[ Undisturbed Sample 18.5-19.5 Feet [ 722., - N 13 Undisturbed Sample 23.5-24.5 Feet [
- N = 15
[ 717..7-6 I L N= 17 [ [ 1,76 L6
.7:07*. 6
' = 16 I- 37.0 DENSE BROWN GRAY WHITE MICACEOUS SILTY FINE TO MEDIUM -N - 31
[ 40.0 SAND
- S- S- I rvI r) 36.0 Feet of 2" Plastic LI Light Hard L DK GY BK Dark Gray Black GRAN Biotite Hornblende:.
Granite Pipe left in hole Page 1 of 3 MOD Moderately GN Gneiss L M, D Medium CORE BORING RECOR('
-20 BORING NO.
L JOB NO. _1.Q:._ i6.a:
- WATER TA8LE LAW ENGINEERING TESTING CO.
bjs
r DEPTTH DESCRIPTION CORE BIT ELE V. r REMARKS FT. % SIZE 702.6 40.0 ... .... II II . : If. I I . I I!I!,!, 41.0 D'ESE BRO6N GRimY m.rITE *1 RARD BROWN SICACETUS CRAY VERY SANDY SILT r - N - 70 r [
'-N
- 40/3" (refusal) 92.6
[ r
- Refusal 67.6
[ N Refusal
)82.6
[ [ 61 7.*6..
-N = Refusal
[ [ 6772. 6 N-- Refusal [
*N Refusal
[ I 7.7
?Zo R- LI ;'TO, ;MED OY' GRAN 'GN 4-4--
100: 1 y 1/2 inch shear displacementi 79 ~I.I -. ______________ I I *1 Wimrn vmf fl1 h-v T'.M. tfl :]4l rmi MICACEOUS SILTY FINE TO MEDIUM SAND 62-.6 [ Page 2 of 3 [ CORE BORING RECORD [ ba BORING NO..NA -20 JOB NO. .06 5_N
- WATER TASLE LAW ENGiNEERING TESTING CO.
I DEPTM FT DESCRIPTION CORE BIT
% SIZE ELE V. REMARKS NOP," PD L4 TW .MED :GY: GRAN GN 820 Joint at 80.0 Feet
.:0'0 .85° Joint at 82.3 Feet 83.97 100P r MOD RD DK-CY BK BI HO 110D HD LI GY AND BR GRAN GN GN 657.6
.10
[ 88.6 88.8 HOD HD DK GY BK BI HO GN MOD RD LI TO MED GY &BR A ON II 89.4 90.1 MQD RD.. DK 'GY BNK Bi HOON
-MOD RD LI TO MED GY GRAN GN 652.:6 92.0 SOFT DK GY BR BI HO GN 92.2 MOD HD LI GY GRAN GN 1-00 -647.6 97.0 ,, - , .. . . ,.
IOlDýPDK CY BK_ BI HO GN [ 97.5 99.8 M0D RDLI MnHDD DK GY GRAN ON GY BK BI HO GN
,342..6 740 Joint at 97.0 Feet 100.3 100
[ MD HD LI GY GRAN GN 'lr:x 104.6 637.6 1O5.7
.MD HD LIGY 1_UAIMGN 730 Joint at 104.7 feet
[ 106.9 ,MOD RD DK GY BK BI HO GN
)MDRD LI TO MED GY GRAN GN N........ 100 109.6
[ 110.0 110.2 SOD I-F.DL GCy BK _RN GNH 100 6327. :6 110.4 MOD H)DRRD CY BK B I HON IMJD 14f) L*. & tLAN. O. N 112.0 T7 [ CORING TERMINATED 627 .16 [ U L Page 3 of 3 I CORE BORING RECORD I bjs BORING NO- NA.. -20 JOB No. _P1. 10,65 ._N WATER TA8E LAW ENGINEERING TESTING CO.
DEPTH DE SCRIPTION CORE BIT ELEV. REMARKS FT. % SIZE 728.9. 0 r __________I ~ -~ -- -. 0.4 TOPSOIL U VERY STIFF RED BROWN MICACEOUS FINE SANDY SILTY CLAY - N = .21 Undisturbed Sample r 8.0 3.5-4.5 Feet [ VERY STIFF BROWN MICACEOUS FINE SANDY SILT _N 16 Undisturbed Sample 8.5-9.5 Feet III 12.0 LOOSE BROWN CRAY MICACEOUS SILT FINE SAND Undisturbed
*13.5-14.5 Feet Sample
[ 4 17.5 Undisturbed Sample STIFF BROWN GRAY WHITE 18.5-19.5 Feet MICACEOUS FINE TO MEDIUM SANDY 73.i9' -N - 10 SILT Undisturbed Sample [ 21.0 . 23.5-24.5 Feet [ VERY STIFF TO HARD MICACEOUS i7* [ BROWN GRAY W11ITE SILTY FINE TO, COARSE SAND U 698.9:'
- N = 45
[ N;N m -60 [ 693.9: I- 36.0
]ARD DARK GRAY BLACK AND WHITE FINE SANDY SILT
= 30/1" (Refusal)
U 40.0 688.9 LI Light HD Hard U DK GY BK Dark Gray Black BI HO GRAN Biotite Hornblende Granite Gneiss Page 1 of 2 U MOD MED Moderately Medium GN CORE BORING RECORD 13ORLNG NO-ilqA-2 l* bij' W ArCDrA/ AW rKAGINdFFING TESTIN .n co G CO
D[PTH DESCRIPTION CORE BIT ELE V. REMARKS FT. % SIZE 688.9 40.0 .[ HARD DARK GRAY BLACK AND WHITE FINE SANDY SILT lI (DECOMPOSED HORNBLENDE GNEISS) [ .163.9 N = 20/0" (Refusal) U
-4; U , *.a.s.
-N = Refusal
[ 53.5 '-I-r 55.1 55.5 56.0 MVOD HD Li TO MED GY GRAN GN
,SOFT MEDDLO GY GRANGN ON 673 .,,
[ 59.9 MD~D HiD LI IT) MED GY GRAN GN Vertical Joint at 57.5 Feet VERY SOFTDK.,GYBK BI HO ONR 668.9 [ 60.2 61.7 62.1 IVUD HD LI TO MED QY GRAN ON l'DRDK GY~2~L 100 [ 62.2 VýERY SOFT--V( LYBL-jON-, 62.4, SOFT MED GY GRAN GN 62.7 sOFT DI( CY 1I1 13J GN [ 63.0 63.5 SOFT MED CY GRAN GN
,")D RD LI TO NED GY GRAN ON SOFT DK CY RI HD 63.8 ___
L 64.0 64.2 SOFT LI TO ME) CY GRAN GN
,HDDiRD DR-GY BI HO*GN 56-3.9.
68.8 M*D HD LI TO ,MD..-,' 9 610 Joint at 65.0 Feet [ 70.6 71.4 1MOD RD DK CY BK BI HO ON MOD HD 1 TO MED GY GRAN GN 1011J. 71.5 )D HD LI TOF ED GY GRAN ON L 73.5 CORING TERUNNATED 1.-I.- 658.9 L Not to scale Page 2 of 2 bjs CORE BORING RECORD BORING NO NA-21 JOB NO. CI V'65N
--- WATER TABLE LAW ENGINEERING TESTING CO.
DEPTH 0t~wUfIPTION ELEV
- PENETRATION-BLOWS PER FT.
FT 0 f I' 7.0 ii 14.0 ( U 17 I [ I 30.0 II. 33.0 U 11 38.0 40.0 I CONTINUED....Page 1 of 2 AND SAMPLING MEETS ASTM RO~ING CORE DRILLING MEETS ASTM 0-2113 D-1586 TEST BORING RECORD 1, PENETRATION IS THE NUMBER OF BLOWS OF .40LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN, I.D: SAMPLER I FT. BORING NO NA-22
",i" "*Al .. R TA8L., 2'4 HR SAMPLE. -- D-- WATER TABLE, I HR. JOB NO 5092 ij 00UNDISTURSED 4 LOSS OF DRILLING WATER LAW ENGINEERING TESTING CO.
150]I % MOCK~ CORE RECOVERY
DEPTH uI:.tA;IPTION UL~~~flONELEV s PENETRATION -BLOWS PER FT. FT. 40.0 [ I I 45.0 'I [ r L 58.2 F I 1~ 66.2 I [ I L Page 2 of 2 I BORING AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE t.4 IN I.D. SAMPLER I FT. BORING NO NA-22 DATE DFOLLEOi.07___ Ba6 "T WATER TABLE,24 HR.
- JOBiNO 5092
" WATER TABLE, I HR.
50 1 % ROCK CORE RECOVERY , LOSS OF DRILLING WATER LAW ENGINEERING TESTING CO.
I. 1.15 F F i. 10* F 1.05 [ [ 1.00 [
.95 r
[ 0 .90 [ [ .85 [
.80 5
I
'A. 4 I OW IL. W o _ _J 9t 3
),11- .3 .4 .. .5 '1 2!...3 4 5Ae 12 0,40ý 0 10 I 8__. O F brown and white VERTICAL PRESSURE IN KIPS PER SQ. FT.
ficaceous fine to medium silty s~and .. L OMPRESSION INDEX 0. &.8 CONSOLIDATION TEST UtT WEIGHT- 85.8 pcI BOR1NG NO. NA22 -SAMPLE NO. UD- 2 WATER CONTENT 11.i 1 % ELEV, OR DEPTH 15' Jo. NO. 5092 SATURATION 26% LAW ENGINEERING TESTING OOMP 1 NY specific gravity 2.6. bjs
Io- V-t r"". -mw - ~ U S STANVOID SIEVE SiZES
-PorrrITFArI iivov"0
, . -i ;;'; , '.!
I I'I V 70 sc GA - IN MILIETR
-3c I.-
0
- : *i. , l: . I ' '.
100 1 0.1'4301CtWI
..,,*. ... ,,I i * .. . * -j-i
- I '
Ic DER1:-lOASE FiN, -CAREJ ME IUMFN I SL IE ,:,LYSZS k GRAIN 'IZE GRAVELIMTND BORING' N0- ELE'v*R DEPIM HAT WC -. *LLI'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.
[ DEPTH FT. uttiGIPrIONI ELEV
- PENETRAIION-BLOWS PER FT.
F I ( [ [C F. I' I. [C [C I I [C L 0-1586 BORING AND SAMPLING MEETS ASTM CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD V PENETRATION IS TIHE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT. BORING NO----. 23 DATE OWLLED..J2lZ1._
-- SLr WATER TABLE,24 HR.
I 1501 %
*UNDISTURBED ROCK CORE SAME RECOVERY
-- =x- WATER
-4 TABLE, 1HR.
LOSS OF DRILLING WATER Joe NO 509O LAW ENGINEERING TESTING CO.
1'~ DEPTH FT Ut- scRIPTION ELEV
- PENETRATION-BLOWS PER FT.
F 40.0 r 43.2 r Page 2 of 2 I- BORING AND SAMPLING MEETS ASTM CORE DRILLING MEETS ASTM 0-2113 0-1581 TEST BORING RECORD PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER BORING NO NA-23 FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. ID, SAMPLER I FT. DTE DFOLLE0 10 7 1 6 6 I. UNSTBED SAMPLE US
--- D,:-
WATER TABLE, 24 HR. WATER TABLE, I MR. J08 NO 3u" 150 1 % ROCK CORE RECOVERY 4 LOSS OF DRILLING WATER LAW ENGINEERING TESTING CO.
2' 5 6 - 7 8 "I" f z
' IN KIPS PER SQ. FT MOHR DIAGRAMS- 4'
[ 4 --. E_ 61 I i
.... I i 1 2 3 4 AXIAL 5
STRESS 6 IN 7 8 K(IPS PER SQ.FT. STRESS-STRAIN CURVES Before Soak Af ter Soak ... 0.2 .. ...
*COHESION", C ANGLE OF SHEAR RESISTANCE,# 15 .50 TE UNIT WEIGHT, . . 10.3 12.8.1 TRIAXIAL SHEAR TEST 2 3 WATER CONTENT W 14.3Y 28.0% BORING NO. - -NA SAMPLE No. UD-2 VOID RATIO. e 0.79 0.79 ELEV. OR OEPT1 2Q' JOB .o. 5092 Saturation: _93.8%
LAW ENGINEERING TESTING CO. Loose white to brown. micaceous silty medium and fine sand.
I F 1.00 TT F F F ~1 ~-_____ __ _IN [ .90 F F,
, .80 I 0
[ [I
.70 II 5
- 4.~ 00 4
L 00 zI-Z; z-J 3 [ I-4.J 2
":I 09 i I Jse white to brown
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PRESSURE 4 8 10 14 KIPS PER SO. FT. 20,2 3o: 4 nicaceous silty medium and F. fine sand COMPRESSION INDEX 0.30 CONSOLIDATION TEST LtT WEIGHT 93.1 BORING No. NA 23 SAMPa.E No, UD- I 1 WATER CONTENT 11-8 SATURATION bjs - 2 ELEV. OR LAW DEPTH 10' ENSINEERtNG 4o0 TESTING No, DOMPANY 5092
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- 1. PENETRATION IS THE NUMBER OF BLOWS OF 140 LB, HAMMER FALLING 30IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.
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--'S WATER TABLE, I HR. jNo_ 5092 IO So % ROCK cCORE RECOVERY 40 LOSS OF DRILLING WATER LAW ENGINEERING TESTI; Co.
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WATER TABLE, I HR.t JOB No 5092
'5O1 % ROCK CORE RECOVERY 4 LOSS OF DRILLINO WATER LAW ENGINEERIMG TESTING CO.
Djs
I. [ [ 0. 0. F 3 F IAJ 2 [ 1 O 10 12 14 U 0" MOHR IN KIPS PER DIAGRAMS-SO. FT. 10 2 I, 4 6 [I 8 10 N 12 U g 4 I- 14 16 I 18 20 L 22 24 t AXIAL STRESS STRESS-STRAIN IN KIPS PER SO.FT. CURVES [ $COHESION.",C C. 1.70 c = 0.44 SOAKED [ ANGLE UNIT OF SHEAR WEIGHT, - RESISTANCE.# 12.Q11,2n*: 7,50 1oof CONSOLIDATED-UNDRAINED DUTCH METHOD TRIAXIAL SHEAR TEST I WATER VOID CONTENT RATIO. saturations e W1"i.:
ý r
9 Th 547. I. r .0. i 957... 7
..... BORING NO.
ELEYV. OR DEPTH NA 5' 38 SAMPLE NO. UD-1 joe NO. ' 5092 LAW ENG4NEERING TESTING CO. bic I Before Soak After Soak
f I [ .92 [
.88 I
[F
.84 F
[ .80 4-, L F 2 I f' .76 100
.72 I1
.68
[ 6>- 04 5r U. 4' I OW 00 011 31; 06 2 hi I 1 a. 0 [ 0., .2 ý.S.4 .5 .6 .81 VERTICAL 23 PRESSURE 456 8 10 IN KIPS PER SO. FT. 20 30 46 [ COMPRESSION INDEXO,28 Red Browrvery CONSOLIDATION micaceous clayey BORING NO. NA 38 SAMPLE NO. UD-1 TEST UNIT WEIGHT 108.6 Pcf(wet) I. WATER CONtTENT SATURATION 23.2. 70% 2.70 silty graded sandELEV. OR DEPTH 6' LAW ENGINEERUI4 jon No. 5092 TESTING DOMPANY bs
04S STANDAD SIEVE SIZIES
'e. , 1 2W3 4 Io *T2* an
£ Ianh ýfl
..... __* .f .i f -]. .
T0 - - : - I"' 9-
'Ii so I 3
S w z
'a-I-
z
'Ii D R. I A f 200
,,0.--... ,,,. - -
GRAIN SIZE IN MILLIMETERS 11 CtRS GRAVEL MEDIUM SAND E.SIT FINES S {CA IE IDERt okts FIN E JCASJ 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)
*~oB NO., 5092, Permeability - 2.0 x 10-5 ft/sec.
LAW ENGINEERING TESTING COMPANY i i - ii -Iii* i
DLPTH UtiGR PTION ELEV
- PENETRATION-BLOWS PER FT.
FT 78~.~L 0 IO P0 At' 100 0 o 784 4r.. 0 0 %A An h a 0.4
, HAPýRýJROWN FINE SANDY 2.0 WEATHERED ROCK, GNEISS 4'5 /:'0 77Q L,
[ 7.74.4* 6.5 WEATHERED ROCK, r GNEISS 50% 11.5 9o,9:0A7" [ 13.0 WEATHERED RO.CK-.FISHTAIL REOS ROCK,, m 769. 4
*I I I F 16.0 GNEISS 570X WEATHERED 'ROCK. NX F 21.0 GNEISS 927 764.4 j I F CORING TERMINATED 7/59.4. .:,
hi [
- i
' I ~
I L -- __~.2I ii 1. [ a I - & J. - - 1. - J - L. J ~ [ bja I BORING AND SAMPLING MEETS CORE DRILLING MEETS ASTM 0-2113 ASTM 6-15.6 PENETRATION IS THE NUMBER OF $LOWS OF 14K LB. HAMMER TEST BORING NA-39 RECORD BORING NO - FALLING WOIN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT. N WATER TABLE, 24 HR. DATi DRILLED 1.0-10-66
---Tr" WATER TABLE, I MR.ý L 150 %UNDISTURBED SKCO l501% ROCK CORE RECOVERYPLE 4 44 LOSS OFTLDRILLING LOSS I H WATERR JIOB NO 5092 LAW ENGINEERING TESTING CO.
[ DEPTH FT utk~CipT1oN ELEV 868,0Oo
- PENETRATION-BLOWS PER FT.
2A A An' Anl 01,In 0 ~ F
....... 86 .0 0* *r
- V BADLY WEATHERED GRANITE GNEISS F, ... 0 ~I-.
BADLY WEATHERED GRANITE GNEISS WITH ClAY SEAMS 863.C r 7.67 307 il-I-F BADLY WEATHERED GRANITE GNEISS F WITH SAND SEAMS NX ~~1~ 1~rtTt r i [ 17.67 FIRM BROWN GAY MEDIUM TO FINE MICACEOUS SILTY SAND I-848. C F [ 843. _ [
- 1. 8381.
I 32.0 DENSE BROWN GRAY MEDIUM TO-FINE MICACEOUS SILTY SAND [ 833. I I F' L I 828.C I'. I NO GROUND WATER ENCOUNTERED I - d ~ Page I of 2 I m NG AND SAMPLING MEETS ASTM D-1586 TEST BORING RECORD CORE DRILLING MEETS ASTM D-2113 I PENETRATION IS THE NLUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT. BORING NO NA-40 OATE DRILL 10-5-61
--'F WATER TABLE,24 HR.
I 00 UNDISTURBED SAMPLE ISO I % ROCK CORE RECOVERY
--;r-- WATER TABLE, I HR.
Al LOSS OF DRILLING WATER JOB No LAW ENGINEERING 5092 TESTW4-e0,-O
r DEPTH 40.0 FT. DICL;RIPTION ELEV 828.0o
- PENETRATION-BLOWS 10 10 20
- 2030
~040 40 PER
~0 FT.
'160 $0100.
[ 2.0 DENSE BROWN GREY MEDIUM TO FINE Uj&CEZ.S SILSAV_ _ _ DENSE GREY AND WHITE WEATHERED I COARSE TO FINE MICACEOUS SILTY SAND 323.0 [ 47.0 VERY DENSE GREY AND WHITE WEATHERED COARSE TO FINE SILTY [ SAND 3t8. 0L . [ [ 'I ii [ 61.0 BORING TERMINATED St! 50) 5"1 I f 1 ' 3 I, [ t ______ I!.. i .. I i
.j' I I - a -- A -. ~ * -- I - * - I - I - I S I I bj s BORING AND SAMPLING MEETS ASTM D-1516 TEST Page 2 of 2 BORING RECORD CORE DRILLING MEETS ASTM D.2113 I PENETRATION IS THE NUMBER OF SLOW$ OF 140 LB& HAMMER FALLING 50 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.
U WATER TABLE, 24 MR, BORING NO NA-40 OATE ODRLLEO 0 6 6 SUNDISTURBED SAMPLE ~ WTRTBE R JOB NO 5092G I. RECVERY COR ROC I SOIay° ROCK CORE RECOVERY
---4 OFTABLE, LOSWATER LOSS WAR.
DRILLING WATER LAW ENGINEERING TESTING CO.
[ OEPTH FT DESCRIPTION ELEV 7 ci o PENETRATION-BLOWS PER FT, [. 1-STIFF RED SANDY MICACEOUS CLAY 794 1I5 10 2M %A An4A
- a Cn&rf
[ STIFF CLAY. RED SANDY MICACEOUS 5.0 18 9 [ SOTRDTAN MCACEOUS S..ýANDY: S:ILT .1 [ r 10.0 FIRM GREY TAN SILT SANDY MICACEOUS 7_7_1L 7784, 15.0 VERY STIFF BROWN TAN WHITE [ SANDY MICACEOUS SILT ( 7794 II I
,7S9 /,.
30.0
- 764 1 --
HARD BROWN TAN SANDY MICACEQUS SILT 7"59 "__ 4.-i*- I I 754 754.. .~ .... i*.I Page 1 of 2 I bjs
.RlNG AND SAMPLING MEETS ASTM 0-1586 i.,.E ORILLINO MEETS ASTM D-2I3 TEST BORING RECORD 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.
BORIO NO NA-44 DATE 3 6/ ,DRLLE I '- UDTB SI UND(STURBE0 SAMPLE WATER TABLE, 24 HR
~ --'W-:D--~WATER TABLE, TBEI~
IH lq* ) jo.: NO 3150. , I 3V I -ft RVk.K %,ORE RLC,;OYLRY -4 LOSS Of DRILLING WATER
I DEPTH FT, DESCRIPTION ELEV 754 0
- PENETRATION-BLOWS 20 30 40 PER
£0 FT.
$0 I00 40.0 IiARD BROWN TAN SANDY MICACEOUS 20 30 40 so ILT r 45.0 IMARD GRAY SILTY MICACEOUS 774,9 F 47.2 FNE SAND
*OFT GRANITE GNEISS I: 744 53.2 SOFT GRANITE GNETISS .
NX 739 [ 57.2 HARD GRANITE GNEISS 7.34"__ I 62..2 CORING TERMINATED 10 0 I NX c r 724 I [ I I I NO GROUND WATER ENCOU\TERED I - .1 I I Page 2 of 2 a a a. ~ . . . I -is RING AND SAMPLING MEETS ASTM D-I56$ TEST BORING RECORD ! GORE DRILLING PENETRATION MEETS ASTM D-21I3 IS THE NUMBER OF BLOW OF 140 LB. HAMMER BORING NO NA-44 FALLING $0 IN. REQUIRED TO DRIVE 1.4 IN. 1.D. SAMPLER I FT. 1 UNDSTUREC SAMPLE ~ UD WATER TABLE, 24 HR, WATER TABLE, I HR.
*ALTE DRiLLED.
40 NO V 4503 I 10I% MOCK CORE RECOVERY ,4 LOSS OF DRILLING WATER
r DEPTH DESCRIPTION ELEV s PENETRATION-BLOWS PER FT. FT 0 815i. 8i0 I1o 20 30 40 60 s0 t0o 1.0 TOPSOIL, -n STIFF BROWN TAN SANDY, MICACEOUS SILT 816.`p F.. 8'05.A 11.0 STIFF BROWN SANDY-V MICACEOUS SILT Wk0b'.-E F * ! , ; ,*--,; I ... ...... 795,. [ 21.0 VERY STIFF BROWN GREY SANDY MICACEOUS SILT 790D 8_ 1~' 1~ 780. 785.8
- 1. F~j-
. 35.0 HARD GRAY SANDY MICACEOUS SILT (WITH SOFT WEATHERED I'. GRANITE GNEISS
ý7:775.8
[ Page 1 of 3 I %INO AND SAMPLINI MEETS ASTM D-1586 CORE DRILLING MEETS ASTtU D-2113 TEST BORING RECORD L PENETRATION I THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT. 80RINIRBORM13No DATE DRILLED A-45 NO_______
-3474h7 UD B 4 WATER TABLE, 24 HR.
I. s 0I % ROCK COmE RECOVERY
-DT E SWATER 4
L TABLE, I HR. LOSS OF DRILLING WATER io No- 4505
DEPTH DESCRIPTION ELEV
- PENETRATION-BLOWS PER FT.
FT. 40.0 775.8 o 10 20 30 40' La, O 100 10 :20 30 40, 40, vw HARD GREY SANDY MICACEOUS SILT (WITH SOFT WEATHERED ROCK' 7 7~0.8 765. 8 i; 7 55.8. __ L L 745i.8.II 740. - - F 79.2 :m VERY SOFT GRANITE GNEISS 907, 7'35 . 8 SS* I"
* - .1 - S- - i - I S . S Page 2 of 3
,ING AND SAMPLINO MEETS ASTM yORE DRILLING MEETS ASTM D02I13 D-1586 TEST BORING RECORD PENETRATION IS THE NUMBER OF BLOWS OF 140 L& HAMMER FALLINQ 30 IN. REQUIRED TO DRWVE 1.4 IN. I.D. SAMPLER I FT.
BORING, NO NA-w4c5 ATER TABLE, 24 HR. DATE DRILLE 3/16 UNDISTURBED SAMP.E --- WATER TABLE, I HR. JOB NO_40 I1bjl 51% ROCK CORE RECOVERY LLOSS OF DRILLING WATER
DEPTH DESCRIPTION ELEV
- PENETRATION-BLOWS PER FT.
FT. 80.0 r 84 .2 85 .3 88.3 89.2 90.3 nl r [. L [ NO GROUND WATER ENCOUNTERED Page 3 of 3 L
,ORING AND SAMPLING MEETS ASTM 0-1506 TEST BORING, RECORD L 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. BORING NO NA-45 U EWATER TABLE, 24 HR.
,Te RNO,-317/67 DATE NO______.____
I I SOI % UNDSTURBED ROCK CORE SAMPLE RECOVERY I WATER TABLE, I HR. LOSS OF DRILLING WATER
DEPTH DESCRIPTION ELEV
- PENETRATION-BLOWS PER FT.
ýT.
823.9 o 10 20 3040 60 80101 I I I I II III I ...... so
.0 "TOPSOIL STIFF BROWN TAN SANDY.
MICACEOUS SILT 8'18S. 813.
- -;-. . *.v 10.0 VERY-STIFF- GREfYTN S ANDY-MICACEOUS SILT I
20.0 HARD GREY TAN WHITE SANDY MICACEOUS SILT r77,8 j'" 9 25.0 778'.9 783. HARD GREY SANDY MICACEOUS
- 1. SILT
[ 30.0 HARD GREY WHITE SANDY MI CACEOU S SILT (VERY I WEATHERED ROCK) L L 77131S L I a- a- d- d- I - *- i - aa* *aa Page 1 of 3 I (N, AND SAMPLING MEETS ASTM 0-1506 TEST BORING RECORD 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. BORING NONA-46 DATE DRILLED 3/9L67
*S WATER TABLE, 24 HR.
SUN$TURED SAMPLE --.--- WATER TABLE, I HR. JNO 450 Iso I% ROCK CORE RECOVERY 4 LOS$ OF DRILLING WATth bj s
(T DESCRIPTION ELEV
- PENETRATION-BLOWS PER FT.
40,40 I0 20 3040 3040-60" 6O010
-20 HARD GREY WHITE SANDY MICACEOUS SILT (VERY WEATHERED ROCK).
7*68.*,9 F.. 753&.' I I 738 . 9: 1 1 t I 79.3 VERY SOFT WEATHERED GRAY *1 73'3.IS I. A I I ~ - I - I I I I
*1 GRANITE L Page 2 of 3 I. BORING AND SAMPLING MEETS ASTM
/ - DRILLING MEETS ASTM D-2113 0-1596 TEST BORING RECORD
. ýTRATION' IS THE NUMBER Of BLDO OF 140 LB HAMMER NA-46 FALLING 30 IN, REQUIRED TO DRiVE 14 IN. I,. SAMPLER I FT. BORING NO SWATER TABLE, 24 HR. OAThE DRbLLEDI U"STURE SAMPLE -- WATER TABLE, I HR. Xoe No_ _501*
0 1so% ROCK CORE RECOVERY 4 LOSS OF RILLINB WATER
DEP TH DESCRIPTION ELEV 9 PENETRATION -BLOWS PER FT. Tý Oý 733.% 10 20, *5040 60 60 90100 30 40 VERY SOFT WEATHERED GRAY GNEISS d3. 3 SOFT BLACK GRAY HARD GE
- 728 .,.
- 85. 3 ýGNEI'SS%
-mnnwpA.,rr7.v uAim tj 'rn A V HARD WHITE GRAY GRANITE 72 3.,§l
- 90. 3 BORING TERMINATED
.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 TEST BORING RECORD CORE DRILLING MEETS ASTM D-2113 PENETRATION 13 THE NUMBER OF BLOWS OF 140 LIL HAMMER MA-46 FALLING SOK RZOWRED TO DRIVE 1.4 IN.I.D. SAMPLER I FT. BORING No DATE DMLLED_ 3/9-L67 WATER TABLIE,24141t. 4503 10 VN(X$TUR9ED* SAMPLE Joe NO WATER TABLE, I HR.
ISO I % ROCK CORE RECOVERY LOSS Of DRILLING WATER
DEPTH DESCRIPTION ELEV 9 PENETRATION-BLOWS PER FT, FT 0 8132.4- 0 t0 20, 30,40 60 60 100
,PCr'4fTq T4 1.0 STIFF BROWN TAN SANDY 4ICACEOUS SILTY CLAY
,ill R21 .4 5.0 VERY STIFF BROWN TAN SANDY MICACEOUS SILTY CLAY 1' r i" - - i. 20.0 VERY STIFF BROWN TAN WHITE SANDY MICACEOUS SILTY CLAY [. 25.0 HARD GRAY WHITE SANDY MICACEOUS 802.4 SILT (WITH SOME WEATHERED [L GRANITE) [L 97,. 6F709 I
~ *.~.-.i L
- L- £- A- J- .L - -
Page 1 of 2 L O/1NG AND SAMPLING MEETS ASTM D-1586 CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD NA-47 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER BORING NO N FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT. DTEDRILLED 3/11/67 WATER TABLE, 24 MR. No %UNIoSTURBED SAMPLE JOB NO__ 4503 4- WATER TABLE, I HR. 15 % ROCK CORE RECOVERY 40 LOSS OF DRILLING WATER
DEPTH DESCRIPTION ELEV
- PENETRATION-BLOWS PER FT, FT.
792:. 4 o- 1o 20 30 40 680 80100 40.0 V - S- S P- S- I - - S- S I - HARD GRAY WHITE SANDY MICACEOUS SILT (WITH SOME WEATIIERED GRANITE 7,87 .4 782.. 50.2 SOFT WHITE GRAY GRANITE 53.5 55.3 MODERATELY HARD WHITE GRAY GRA ITE 777.4
,k_
'3ORING TERMINATED 767.I 762.;]'
L [ L L NO GROU]ND WATTER ENCOUNTERED Page 2 of 2 L
*1 AING AND SAMPLING MEETS ASTM 0-1586 CORE DRILLING MEETS ASTM 0-2113 TEST BORING RECORD PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER BORING NO NA-47 FALLING 0 IN. REQUIRED TO DRIVE 1.4 IN. 1.0. SAMPLER I FT.
ATER TABLE,24 HR. DATE DRILLED U0__ L7 UNO4STURBED SAMPLE ---T " ATER TABLE, I HR. 48OB NO -lSOR 150 1 % ROCK CORE RECOVERY 41 L0SS OF DRILLING WATER
0T I i I I I F I I I I I I I OEPTPI
*"1 Of'SC RI?'T(ON [
797 10 0 PEJIErRATiON-8LQW5,. P~f FT.,EP~ DEPTH ODECRIPTION ELEV a PENETRATION.0LOWS PER FT. FT. 757.1, TO ,0 30 40 60 so0 00 0 Fiq - Firm B(own Gray Micoca~oui S;Ay FRn. To MNduim Sand
- With Tac.s Of Couws Siod 752.1 747.1 53.0 Pcsibl. Fil! - Fin. GCry Brown W;i.Qto.w 74Z.1 S;Ity Fis To Mediumn Sind 737.1 59.5 Aug., R.fusal At 60.4 ft.
8oring Terminatod At 60.4 ft. Groundwatar At 19-32 ft on 10-31-74
.. I -
________________________________________________________________ .3. - a- - 400 TEST BORING RECORD .0-1-Mg*Ti ANO tAW U40 1 *.11 .4 TEST BORING RECORD IIORING5 r~o. NAF,1I O0RING P.O. ___N.AR02 fil ht1[TSO]II 4l TI'Ht flIflSLE oF *LCI OP ISo LUI NMacai COFt ItOLL4 lPI 9L.16 74 DATE ORIt LFO 9.16-74 La. , P , DATE* ORILLI-O
.3O8NO. CH ;06s-li JOB NO. CH 1065-N fld,Ai0M.......sS...A.... . OP4
.. . M..... ..
PAGE I OF 7 PA-E2 OF 2 T I -I . LKW ENGNCrERING TSTI-NG COMPAN4Y LA" ENGINEERING TESTING COMPANY I I = oat SC~flAW L6l 0" nNILI.IMI *Tall Figure B-1
-I ( I .1 I I 1 1 " I I I I. I I I I' OL. PTl" (pgkI'T7ON C4LEV SP.NCTRATION.fILOWS PER FT.
PT DEPTH DESC RIPTION ELIEV * ,iN TRA I (ON SLOS PCR' FT .0 - 7 97,4 FT. so0s tO1 797.40 I0. 1 20 30 40 60
- P- ~-- *-.T--~ V- I - I - 40.0 Fill - Very Stiff Gray Red Bown Fil Firm Grhy . reamo MtIcice Sill~y0 Micar.eous Pnt To Mtdiuar Sandy Silt 41.0 )'
*,0 Fill Very Stiff Rod Bowno Miccous Clayty Rot To Madium Sandy Silt i L
/V Fil - Firm Gray Bro,.n ?Afcn:aoa Silly 79.2.4ý With Trace Of Coasa S.Mnd L 7
79Z.4 Fine To Mnd;iu S.nnd
- With Tract Of C2a'* snd I
I 48.0 Ratldual - Firm Rod Brornan Micaceout Silly Fin* To ,.*adium S.and
- Sigiqfy Clbyey 2t.$ - 231, ft.
.782.4 777.4"
'772:4 I Parfz!lly Wtatherad Rock 7fl.4f 6-4-+~
L
.4.4. f-os01 IO Sin Cirs 67.3 i-ford LrghtlrGy Granilic Gnetql
.4x 7672.4 98*
Au.gr Rofusai At 67-3 ft.
,i62.4 Boring Tarrmriated At 71.9 tI. 16246 4- "4
- -6f i4 * .' *. , .
Grounswator At 14.5 1l Before Railirng Groundwater At 19.7 On 10-ZT-74 40.0 a ~
,7S7;4 II
~j.-.. -
Fine To Medirm Sand TEST BORING RECORD - With Trice Of Comrs. Sand ORI0 *1.00 -*.Ir.*T Ic t, I A,. 0l TEST BORING RECORI SORING NO. NARW 2 'coat OFIccING Mtgr. "Tri 0,211) ODRlNGNO. NAR*,v 2 fPICTkATION It TK 74NUtI O 4LOW$ of a.4LG -AK i .lL l1-O 0Ii^1" -NC 1$O$1. 11-V, LATE ODILLEDO OATE DRILLIED 9-5.74 510 N. F-ALLING3-aS IW(O TO ORIV I Ia ft. C a*.tft S PT. 400 INO- CH 106SN Cl- 10695.4 JORI NO. . PAG . I oF2 P.r.E 2 OF 2 4l.. , ,'r. o ,. LAW E*l N*NCRIhG TI-STING COMPANY I..INC........ .. -* ............ LAW EN-IINEORING TESTsNG COMaPANY Figure B-2
I I I I I I Is 1 1 I1 I ' I OE PTA .RIPTION 0 PENCTRAT10ONBLQVV5 P~q FT, OEPTH DESCRIPTION4 ELFV
- PENETRATJON-h...,,S PER FT.
797. FT. 757.4 40.0 ST7.- &0. 1.%1u10T A YEST BORING RECOrD TEST BORING RECORD
.. *0 Dt* - -taliC COWS O4ItL$UN V~tfl "TM 0-211 8ORING,PO. flfRWw3 BORING oO, NARW 3 PatETO T RtU"At 00 RLOflI OF ¶14 LU, 0A'Mt
&N
.fl55a1,n.OMI-N001 OF 0,0"01 *40 .,.a LE D Z Al EOFU -- ý:-74 I DATE ORILLED 1 CH__________ JOBMO. - CH 1065!N JOB 40. ZN
~~~t~40 ~B0.0 'A "' ,,O z.4' .
vEE.G TE 2 CFO PAGE a OF 2 LAW ENGINEERINa "rESTtING :OUPANY .I55-5ST..... S........ .......... D,- LAW ENEINERI,.G TESTIPNG COMPANY Figure B-3
I I I r- . 1 1 1 1 1 f " 11 DLPH f
.. . I .. CLEV. o SPENIRATIONBLOWS PER FT. DEPTH DESCRIPTION ELE*"
- PENETRATýON1LO-S PIE FT.
FT. FT. 10 0.30 40 _ 60 80 10 7S8.4 0 t0 20 10 40 o0 20 .00 0 400* Fill - 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.
'738.4 Eolring Tormintatd At 58.2 ft-Grouodwato, At 21.9 It On 10-21-74
-- I.,
40.0 4
**V .ýT.
TEST BORING RECORD *-*500 AN. $s-MIIO WANTS*S"M 0A".55 TEST BORING RECORD
,OJNCOW4 o5K OULt;U*.C SK~TS .0rt DMI .
ASTM 0-Sh1= C042 0ISLLINIO UtTr A$Tir 0*2l13 NARY4 4 NAR%* 4 wBFOv,7 NO. DATE DRILLED 9-22-74 091. T..... Ct 01 L4 0P. Le, DATE DRILLED IL,-1I,0 -ft, ...... O ............ JO* NO. CH 1C35N CH 06SM PAGE OF 2 FAGE 2 OF 2 LAW ENGINEERING TESTING COSOWANY LAVI ft1ýGIIZE INC TESTING COLAPANY
*. OC oa*cnr4 0tf Of AILLINQ WATCM 1. Oib-IK:C6CO11AX.PO.V lo- .1ASA t Figure B-4
I: ( I. I I I I K-, 1 .1 1 I I I E 0 PEtETRATiOr.oBLOWS PER FT., DEFT N fT. DESCRIPTION ELEV 0 PENETRATrO'r-OrS PER Fl. t97.4 2t3 3D 4.1 *t3 *n FT. 757.41 1O IQ 20 U 20r30 4-,1 0 go 100 30 4,0 10 40 10 f4 so i0o 40.0 tO 20 Fil Stf1 8rown Gray Mica.orsr Fin. To Fill - Loose To Firm Red Brorwn Gray Mediurnr Sindc, 51t Micacceous Silly Fine To Mldium Sand
-W~Sls T'j..>s Of Covrse Ssad - With Tracts 0 Cowrs Sand F,:l - Lct.. c To Farr,. P(rd W-ith Tracen 01 CO.f'u: Sond rcrC.r Grry Mfic.ro-u Si1ty Frn Tc *,16iwm, .orre .*. (K 44.0 Pos;bi* FNil Mrcacao.I
. Very Stiff Rad Po..
Fin.e To Modlum Sandy Sil* Gray 752.A T
- Clayey
- 44 - 50 ft.
1"7.4 747.4. I 742.4.
/
/T Nso Recorusry N*o R~v~
"77.4.
T
-- Z;h
~~'-*1 732.4A Partially Werthered Rock 65.S Aucr Re*usal At 55.5 ft.
-oring Terminated At r6.5 ft.
767,4 Groundji.e, At 14.15 ft On 10-31-74
- 4~-'4-4-4--I-792.4 . .. - .1 4-7574
/
TESY BO'RiNiG RECORD *o*rrOA Sal~.OrC*rrSLEEP ASP o.,.A TEST BORING RECORD
.5..-..
NAR _5 BOrItUG P, ,O NARS 60 Rf"G O no t"-.74 fl,.I.. .5-1 ..... .- -......... . DATE ODRILLEO DATE DAJLSLO ]() 3 74 JO NO,. CH IO.5N Iot tO. Cl-I i06SN Met. *N a.. lurioC I.- ~CC tofl,.-o, P PAGEE OF 2 P74~ ru~ ~.. TIM T.5.rJ. 2. r rAC.E Z OF 2 LArC ENIhINEERING TFSTI114G CONPANY CO"PAPC I * ~CORECEC~f~v 4 to. ftrh -14, 1 LAW £PrGSP'4ERtaI. TESflN4. Figure B-5
II i III. I I I r I I I. I I Ok*SCR.I'T;Ot ct Ct- -P .'ETNATION.-LOW5 PER FT. DEPTH OESCR4PTION ELEV & PEN*.aEATJONSLOW, PER FT. FT. 758.4 40.0 , 6iz.o
"-.5 I
TEST BORING RECORD 6i.N . .......... TS.... .- 4.h.... TEST BORING RECORD COW. DAIILuND St5?$ AisT 05")] CO.C 0.1--O EACT.&STU -a11 BORING NO. NAR,6 BORING NO, NARS
-11^110" 11i lT" -.. DA. .$ .1.O- .1 -i)Lt. ,Ap-Mc A OILED 9-30-4 h .1D JAC to .- i s i
-K DiA~t l DATE DRILLED ______
flN( 'TilT fli GiiO AQ ST-CA 9 ~ (f1",S b A *JO0 NO. ________
-,CH 1065-N IAti I- .,
JOB NO. C:i !1055-N PIO( I OF 2 L PACE 2OTT2 LAW ENGINEEERING TESTI*N COMPANY LAW ENGINsEER!Nr TESTING CO)?APWY 2 ~~ ~ ~ I ~ ~ ~ . OS. $5U 11C, _~i -tDtl Ti At. 4LO"S 0i AI~C at Figure 8-6
I I I I ."' t I .1 1 .1
~LRiPrIOPl ELEV & FENETfATIONaLOWS PCR FT.- DEPTH DESCRIPTON ELEV
- PENETRATION-SLOw.$ PE£R FT, F T, FT.
,l;Q 10 "7O :0- A0 C0 9ý1 100 40.0
- 5 10 to -? -0 40 6 F - F"rm FiI Gray 0'own Micsacous Silty F
F"i--Yith
%T- o MRi-. n San d Traces Of Coarse it Sanld 754.1 r7 -i.-
62.1 Poibl. Fill . Solt Red Brow- Gray Micaceous Shlly Fine To Mediu- Sond Jl5o~ Prtially We-1htred erown Grzy Rock That krcactous Medium SamId Whan Samplcd Silly Fine
<co-mes To 729,1
-4441, -.50" 72.1 m fiord MJium Gray Mica GntiWs 00x iba 724. 100
- I- + - I -I-I-f--
77.1 Au79t R1fooji At 7M.1 f. Soh;nI Ter-inn(*d At 77.1 ft. Grouodattr .At10.5 fI Al 24 HouI l );0
-0 0 - -0 1- -tN -IV AS.
.I b . 1)1.. TEST BORIUNG RECORD TEST BORING RECORD COOK DR-ILtQ -1O A ýIS0110 VORJUiG NO. NAMW 7 BORING NO. NIARW 7
~
COO ~ .TIC ~ ~ oP*
. 1.-hO OF -10.,5 -- Ml-~a DATE DRILLED 8-27-74 PAIJ0.O Sn *&O~tfltCO ro Col[ I a..
t I DII.t.S.$A4tO*. . " DATE DOILLED 8.27-24
~
t~~~~ttOO ~ 1 ~O .A - C Z t40 .A*(U*0O064 JOD No. - CH 1 065N J0ob No, CH 1055N pAcE I or 2 PAGE 2 OF 2 joo..i4 uaonleao 1*14.1.. .. ~ l T*OCC I44* LAW CENGINENERMIG TESTING COMPANY
-I WATI TA E.
LAW ENIRE.E RMG TE.TIMI& COMPAnY j~~~~~~~Lý 1.0 C? 0,L I)-- -14COk~CVPfV' Figure B-7
DESCRIPTION IENETRATION4-BLOWS P PER FT. Elev., Fr. QEPTH DESCRIPTION Elev.,Ft.* MIKETRATION-BLOWS PER FT. to in 1. 1fl* .. an111 it . - . I - h- hi - 4 "I - rimirT l,1 sruIp Orflqe, A;Caceovts I ty Fine t. tAedium, Sand- With Trace
.f COarse. Sand C~~~7to, 8 Fretý 750.8 780: -
7T5.8 /1, Fil i- oors. Cr~ay v ý -i - . M 770.8 1-Si I ty Fine to mýdi ='aSaffd ýw th-t~. Partiailly Weatnered Rock 28.3 765.8 50=13 C-rIdde Sit Refusal A, 30.0 Feet 0oring lernirated at 1.0 Feet Iitast l ed 'Open -fTub _01:ervaiiori Groundwater Encountere.d at 20.2 Feet
.Aft cr 2t mOurs:
a..0H0.O- .. ASI. ELNO&T5f -- 11 00:iNG AN0D iIPLING IrITI AGITII 1111, CORE DIL&-LINC *EMT AITW D-31)1 TEST SORINM RECORD CiqDALLWN. MEICT AIIM 0-111k TEST BORING RECORD BRIRNG NO. IiARwi-S BORING NO. U4Ikr~- E-,
.O 5 THE NUMVIE 0f SLOW$ OF 1.0 LA, 1lav Au.sER in IN aQUatRo TO oRIva1.4IIN. I. 0. . LE.LInIT. DATE DRILLED 4/30/79 FALLINGO 4 - -CQUIAKO ,TP RIN l 1 .4 %. I1 0. ir$l- - I1 M DATE DRILLED JOB NO. CiH lo65P Jog Noo. CHi 1065P LJNOISTUR*E0 54451.1
- OCT10 TA@Li. a. HR.
..... IP
. . -- OAIUl TAAL&. 14 IR:. PA-'o _o*L F Is a~ a O c al
- N=
*a t T ~aS LE 4 NW.1 LA0. ENC ERING SRTIr M ~ ~ ~ ~ ~~~TE so~ :31acna 10Coornl..,oTt T.LI LAW ENGINEERINO rESTINC COlM-NY
DEPTH DESCRIMION Core DESC P FrTION P[NETRATION-OLOWS P PER FT. S*Cev",F' I'ENETRATION-PLOWS PER FT. EI v. ,Ft rF. 6 Rec 7S .S 1 W 1 00 796.50 -40
*20 "6 40 in ,*P' "0 0
* . I - - . ~ 40: C. - . .
~1 Fill - Loose and Fir. micaceous F;z-e ,o ý,"'
-iF ray Sannd ki 2 ca ceous Hi,'
Trace of SflIty 5 C I. Silty fiae Lo Coarse Sand Cos*ro: Sanc 43 . Partially veathered Rock
- -Cla~..y 6.4 Fee!
6o 79f. 5 I Carbide Bit Refusal at 43.4 Partially Weathered Rock That Feet $ Becomes Gray Brown White Micaccous Silty Fine to Coarse Sand With NX
* , Rock Fragments When Sampled 7I .5 l 36 781.5 16 - *3.
I- I H! F~ill -Szlfl
*'fl,.L"'9r,,t*
f a bro, F*ir..; (Sryl
.. icacceols r,
- I- i I I[*
7tF'
*' -- T " ..
CaCAtIS Finto coarj~e i76. 1_.3 22 - - I *
- 1 K
I
- 78. C' Hard Dark Gray mima Gneiss, Very
-I ElI 756.5 So. C.
Sligni Weathering to Fresh 1 "i 6. 5 1111 SORINO 0 AI..ING 1AJ' SE£lS ASTO. 0.i5* TEST BORINO RECORD eO.:- - a'0.IN.
-Tt'
- WtlS.StM
-1.4 1~
$171. D.- 11 EI-1-1l TEST BORINe RECORD C A111 SLTSCSM 1RUAJNC .11.A 6O ING NO. I ' -.
BORING NO- __________ Elf S*IA^, - IS -tN-11.O 0F -. IVS 01 .0LO 00r~lES Of SLC*S0$ 4U. aOC FAC..>, 3tI. SLLIE 70 AIflIE I.. I. 0-. _' I T.. IA4,( DATE DRILLED 81l6/7y DATE DRILLED JOB NO. C, JOB NO. 0 UN4ITUISI0 SML:i N 1.T:L, 3. F'AGE OF LONiasTu..tO Is$ILe -071. T.SImK' 36NA PAGE T-OTFN3_
- ~I.. -#.E, HC;1O0 K.l . FC EOEY A . --
LAW EGIN EEqICN TEST'"C'1-*' LeA ENGINEERINO T**5T!N- COMPA.NY
o* o*SICHIFToN OEev., Ft.@ IENETRATION-SLOWS PER FT. 1fT.. rP L.J - -QO -'S 1-- -zSAi -. - .. TEST SOMNI!O R~ECOR~D 00SISLN iOC MRýr AS1 0-1 TEST SOrIH1e RECORD BORING3 No) C)ATE DRILLED b/__1,:/_79 SORE IILIA r.ME .- 0H., 71 Ll. 2St OATE . 2"
ýK 1065P p~lt,, N~btLR
.~tN.TAA O~t~fL -01. CR L. 4.
JOB 1tO.
-tOSIWK-0~ 3-119t rATI. VARLf. I& HR. PAGVf 3 , PAAE I__ or 2 L.AW - !NE5F.NC) -Fl C) C, -'AY'
0 Esc 41 FT IO N DEPTH DESCRIPTION KN4ETRATION-BLOWS PER FT. Elev. Ft. ]PNETRATION-OL0OY5 PER FT. Elev. ,Ft.* VT.
*79? 3i M., 20, Wg 40 f0 60 100' 7
<IP I0r- I. - S - q- q- V- L Obtained b*a Saa'lles Fill - Firm Cray 8ro-n icaceo-5 Silty Fine to Mcdium Said With Trace Of Coarse Sand it 755 .! 7952; T .ring Terminated at 44.0 Feet Caved and Wet at 30.0 Feet After 24 -. curs - 787 -3
-Slightly Clayey 9 to M9-5 Feet 74L3T 3. h i-I 7~77.3 iL iTL 3767. 3 ___
I - D 762ý.3
]/: -I
.1
.1 iI' iI 757 "3
-. ~ J 3 - S- A- * - 40. 0 OLL-"
-'0 MLOTS 3T0.--11 TEST SORIN4G RECORD -I-0 .- TE- I~ RECOR
-YIIDN" N tfl 0001 0F GLOV$4 OF III LX. ,A-EA TI'F NO BOF~t.G -54I NETR* lIGH IS TINE HVIASEA OF 6LOW6 00 040 -A NAMME& Q%'
111.4 30 Ni. EOQ-1OE TO ."lVE -1.4 0. 1. 0..0 Ft I IT. DATE GRILLED 6/ IN ci79 FALLINlT 33 Ift. REQUIRED000 01.0.4 l~ ON4.I- D. SA-3EV I FT. DATE ORILLEt CH 1065p 'OHID1(. 65E jos No PAGE 2 SSOI. 53,3 0.P~ PAGE I450 _ 3S.E
-WST-1.TS
- 1 :f A.SCC, I- 1R. E5TRILL -' IdA..
DEPTH OESCRIPTIO Core a P'EETRATIDO-BLOWS PER FT. [FT. S Ize & Elev.,Ft, RQU 80.0 83.8-
- Ol,~A,.U
$Ar'LIN t.SV AS'.r 41 SOlIG AO S*6P1I"G MILTS AITIM 0.1111 TeAr DALL,%C dETS .... .-. L'A TEST CORIMS RECORD TEST S1OR11/ RECORD V00 NC f4O. _____
IACH"-fAO tIE -UC 01 1.0* 0 - LA. NAehiER ________ PICLLR 21 -N ANQ-1.E T. .. I-E I..I I- 0. &*0113% I PT. DATE DRILLED DATE DRILLED _______7_
... .. Ch 1065P JOB No, CH 1065 '*UNISJL~l*N SCkkPLII: NAT~lEITI, 34 NI.
PAGE___UF O4FI. ___ M WATER TAILS. PAGE 3___. OF _ A.30 O T C O IN --4 103 OP"r01. 4 -C LAW EN4NEEP,. TEST!,-! CC,--hY LAW ENCINEERING TESTING CCVýANY
DlE$CIRI t ON s @C11TA ATION-6LOWS PER FT. DEPTH DESCRIPTION Elcýv. Ft. 0 11[N[TIATION-BLOWS PER F-T, Plev_,Ft, IT. 7*7 M' h ,fl 'I
" An:
- i. -f , 16A ml 0 29 ID tv 797 ýa Alis . . 1. ý . .. . . -rl- - - ;- - ~i.-I. ~
'btiLainedIay qe S. at Obtained Bag Samples at I,:2tI; of: 3 cc 12 FuIL Depth of: 3 to 12 Feet
)2 to 22 Fc-t 12 to 22 Feet 22 t- 32 Peet "792.3 22 to 32 Feet 7 ~ 2 ~3 32 to 36.5 Feet 32 to 36.5 Feet 36 'O ,s Feet 3a to 48 FeeL 48 to 57 Feet 48 to 57 Feet 57 tc, 65 Feet 57 to 85 feet 6 c 14 Feet 67 to 74 feet 182.3 1 I-
- 74O
-0 70.0 777.3 737.31 73 3 37.3 I
II 777. 3 1 1
'0_3i Partially ock T1at Becomes Rutee nr-Y Tan mica.eOus Silty Finn to
,y0 3 hj 5O'l 501 hI,er. Samplted P~oring Terminated at 74.5 Feet i.
.. ~e .. ay 5ro.n micaceous Silty Fine ed*dim Sant DR~3VIUS .1c- A~ -1 4 TEST CORNtG RECORD EOflih AN. S-I.PLINa 2(tTS A-,t, .2,2$ TEST VORINIG RECCrD BORING O l. -I- BORING NO i.,.. DATE DRILLED 5/'17/72 ,I*LLIN& 22 IN, EQuIT ED .TO RIVE 0.4 IN, I. Z. 6SIDArý I FT. DATE DRILLE , 7' Joe NO, cH i065P JOB NO. Lr.N3'rjf80 ~.-LE WA-N TAILf. 24 1 AG _,E',-OF 2 RlSIIRD -SMLIE WTRTID 2lD PAGE __0 _
*-> ", 7. LE. I III.
DEPTH DESCRIPO. . hENETRATION.BL OWS PER FT DESC RIlITION A Pf""NETRATION-ELOWS PER FT. IeAd, 0 2 IFt. FT. 756 . R 0 ?8
*. La All Al 1 I - * - A- 4 c * . - 40.0
- i - firn. 2ran£* ?(:. io'.*r Gr~,' Firm Rust 8roin -and Gray Tani icjc,-cu5 t 'Fne o rltdier Sanc Ihicaceous Si ty Fir& to Mediuma Sand
,itu Trace of coarse Sand
,1ca
/ Dense Dark Greenish Gray and Brown Micaccous Silty Fine to medium Sand 45.0 Partially Weathered Rock That Saco=c5 50.-
0-' Tan Bro-n. Very Hica cous Si ty Fine-- 51.I Carbide Bit Refusal at 5).) Feet
- Loose Orarne 5-o/t Cray Residual Ta", M;caeouý Silt, Fine to Meddium liwritvJ T,'rm*;i vr1t , j. 1, c't i5.310' In*tallsd Gpen Tube Observa6:io,o CIlI to 51.1 Feet Oround,,.rer 3t , Fet Aft,¢ .24 I Hours 7.71A0
-irt Ft bo;r an- CrAy T-nd- icae n nI,,~ Fine to dn Sand
*'766.0 I _ _
"*to Coarse Sand whuen Sarpled 7.56s*
TEST BORING RECORI 6ý 10* 11.AND *S 1* 1 1-1fS ASFIT"0 is1. TEST UORI.NO R-,CC0 I -:1.3.- -A3. -'--itO C- -,V- L.--.3:O1,3I BORING hO ' BOnING NO. Ni.R,-I I COEt OAILINT " *110I iI- 4-11 11 ,F1111S1 V3I SCin ACOLJIIDDAT .O 35.L
- . Z. $-SLL, 3ý I T. DATE ORL .ED "
DATE DRILLED 5"2 '1/75 CH IO06P .305A5Q i Stn ADW ,~iD
- S t JOB NO.
JOB N*O. 0.1CC U~n~slu~atD -. r C .V TAILE. 34MA PAGE I OF 2 ',OD3ST~iAADD 50*315 3 Te.,: .I~ PAGE 2 0f 2 Si j. osE---_.- 0,5 4-e 3*TER OS TAILS.., Di!~4AC MAH. 1 IW ENC ZST-ERIN; COIýR-.-y I'St" LAW ENGINELAiNG TEST;NG Cr-A-.'.-
DEFTHI49"0 A t NE1RATION.8LOWS PER FT. OEPF DESCRTION EIev., Ftf KENETRATION BLOWS PER FT h-. Elev. .Ft.* 1P4° 794-2b, S 4I LA "tS IMOt 5 ,, ",...- , ...-. . -Q F iI - Fi rm" rey 8 rosinSi ca :--s Silty Fire to medivm Sand l4irh Trace of Coarse Sand 5,.0 Fill - Firm Red broon Orange Very 791.2 I! Micaccous Silty Fine to meditim Sand
- Clayey 5 to 6*5 Feet 1 to 17.5 Feet 781.21 Fill - Firm Gray Brown Very Micacecus 5ilty Fine to medi; m Sand ViUt Trace of Coarse Sand 77.2I i C7h6.z_____
33.0
- esiJuaI - tery Stiff Red arn-,v Fire to hedium Sandy Clayey Sil:
37.C Firm. Cray rown Very izicaceous Silty Fire co hediom Sand Wirh Trace of 40.0 CoaT-? 'Sant TEST BORIfll RECORD TEST BORING RECORD ORINar NO, -11A or
'a.
- ,A.E. Faor
.11- O sn SI.L. - -JER P-ERAI-rOCTS-,-MIER OF BLOWS iAQ v. r-aofr SoINst -. ~e10 -1E0 1 5.,0 1., I-Mt,.E I FT DATE ORILLEO -/2 ,' DATE DRILTtE _ /____" _
JoB NO, Cii 1 Sp JOB NO.
~TT UNISTUREOSAOSLE TrtS 11:L:, :4 PAGE IF I UNDIST#JA3ED SAUILE ~.
MRTA15C.2 PA GE.t
- ____ _
I ~Z-~ .- If T elf. I M,
DESCRI PT ION DEPTH D0EstCFI PT IN Elvt* PEN ETRATION-5LOWS PER3 FT. DEPTH Elei. Ft.8 PEN*ETRATION-BLOWS PIER FT IFT. 796, 2,. MrT 30 ?a -30 ... co- E, 00 756,10. a? I-40,- I6 10 I00w 03. - I F! mi Gr.-, Oro',o Very' cicateoicy S; I ty 3 Obtained Bag Samples, at Fine to je.ii %icO 43 U' Trare of Depths of: 3 to 13 Feet Coarse Sand 13 to 23 Feet 23 to 35 Feet 751.2 35 to 40 Feet 7!c&. ~~~*~1 3 0 -a-3 isr to D,:ric V 73100)ay Very mlica,2-0S ilty Fio to he-riý - rcni
*I I Ii iltner to Cc too
~&2L H.
T6 ýyO~aznered H cio,- ri, cici
,-ayieoo+/- Silty Fin~e to rsl -.50=
.50=1 131.2 Ii ý771.2
-~-T--T arice Bit kefssal zt 63.S fedt Sc1vn3 Termi.inlctd at E3-8 Feet lInsZ81le' to Openi Ta-iefOts-:lz-r e~Lee - -il
.~ Ii rCE L.ed at <U.;e z ii I II II I
Ii ______________________
-1 daarc Te 70 - a~cte.f cyt 41, ee CO-3 tT1 I
-fi.1
.METS
.11.S .4-3 1 .- 1.I TEST SOPUA-13 flECID COAC 0~.11-G SSAO 0.3. -
TEST E:OF.!i' F.7 C flD So00001 .. 230.033.
- ath 'Z4,2lA'i" ,, tO b0 3 .l AM NO0. jAp.,- ! 2 I-ct US3t oi~ F 2 B IA,. ,a .. IOIT.
PTtIO 331200U*0 O03, , I.*-OSMcC tiCTE DRiILLEC _____ CHl 1065Sp JOB No.
"Oidiiu~iPO,
$AM LIFWAiEA OAXtK. 24
.JNO3SZLJCEO 3.SlPcE -TEAr. 7A5.1, 24 Ha*. PAGE 2 2I 335.
PA"GE___ LA-' tN)-NG3CG~0 *rice*C.' .. ;.A* -Actsx .,-4. t ry 5 r.r~.IIM LAW.Y Nti3qNlEP$,':; T.0 ET C; " ..,r, 4Y 4
DEPTH DESCRIPTION Ft.' Ftev. PIET ATIO.4,1LOWS PER FT OE "TH DISCRI FT ION E}ev. FL.& !KNETRATIONBLOWS PER FT. IFT; FT. 1<0.66 Fill - Firm to Dense Gray 8rnn
-Fiaetous Silty Fine to Mediu,"
Sand With Rock Pieces and Trace
-of Coarse Sand 50.0 Fill - Firm Gray Brown hicacecous Clayey Silt~y Fine co llerfum Sand 62.0 Residual - Firm Tan Erown CIayey Silty Fine to Medium Sand Partially Weathered Rock That Sccomrs rcwr: Silty Fine to Coarse Sola Iwiin
,*,r~z&F~rosnrnnts then Sanyled_
70.0 iHard RPost and Gray Very Micaceoas Fine Sandy Sil5z 72.0 DenSe Gray Brow.n rticaceois Silty F:ne to Coarse Sand. h
ýof Partially ,eatheree kck ,
80.0 ÷ . , ba0-.6 ,.0 S-AW3/4.C .ET5 TEST SOIM0 RECORD tý.Et.MN -rý tTA-,WC*t
-TV. Q04%
TEST BORING RECORD COME 5M'L'NCHa Cts *0T0 A 3,; BORQ4ýNO. 30 11C.-I6N O .G.: e,!'2 ! 174 MtALLIIISI*0 H. eLOUIeAA T- CIlVE 3.4 4f I. 0, S&SRI.& I Ft rA.TE DRILLU . OATE DRILLED .' - 0tC,,*OSST,~M e~s.Oh *O*MO.A
-EO co ,ISTII*tt *AMPLE
,. IR. WaTIt tBIt, JOB NO.
JOB No. I.La 3 PAGE. 2 P, 1 )F
--- *. TASIC. i T..
£AoL ',7 L.A' ENIGvE-ING !_..$ih5 .NG t.
Core DEPTH, OESCR RI PT7ION DESC RIFTI ON ,Ft.* WNETRATION-BLOWS PER FT. DETHT S Ie &E eve.,Ft? PENETRATION.BLOWS PER FT. Elev.
% Rac .1t .§. RQO 795.6-.
a- 1 I 10 5 Q M 40 I00
, ,, " - " - 30 50 = t -
Partially Weathered Rock That Becomes Gray Miceceous Silty Fine to Coarse 50 sand With Very Micacnos Zones Wher Samp ed Carbide Sit Refusal aE 85.1 Feet -705.f Hard Ligh: Gray Hire GntesS, Very 1NX I 1 ?8¸, 700 .( L9 695.6 ___ I 83
'so.'
Coring Terninated at 99.7 Feet installed Gpen Tube Observation "eII to 99.7 Feet Or-ridLaefr a: 13-3 Feet After 24 Hours I
-TI Ft C.
40.0 BO~lD AN I~t*I ..METS ADST.-lL tO., CD.1,4 - -- DI .. T.03 TEST BORING RECORD .D.EDRILLING -ECTS ArST C-2113 TEST BORING RECORD SORING NO ,3 aNrDTIO. S1T.lE OFLDL.. ~144
.AES I4. ~ tRN LLE 40 ID" AIRE$0 T0 DC.VE-A IN, I, Q. t D*0PdB DRILLED DATE DATE DRILLED JOB NO. C 3,;
Joe No. CH 1065P I;, IR- DT"E ISD NIJDO. -- 0-OFI' LN::I.-- elA.
- UIJI4OITUEIDDDDPLEA WATE TAUD. 1* C. PAGE OF .
PAGE OF 30F
.. WEN,INEERNNG 7ESTýNG COMI.ANY LAW ENG.INEER!IN.. "ESTI:. . C.. .A.I.
DESCRI n ION DEPTH DESCRIFTION PER FT. I Ev. Ft KNE TRATION -BLOWS PER FT. aP KNETRATION-BLOWS FT. 755.6b, In To :1* 4 .6ia so 160
- - - - I Cbteined Ba9 SCmpl*tý at 0 tpths of: 4 to 13 Feet 13 to 23 Feet 23 to 33 Feet I 750.6 33 to 43 Feet 43 to 53 Feet 53 to 58 Feet 58 to 62 Fzet 74o.61 735,6 3Orinlgl, leTinrLcd at 6t2,;. Feet "oring Caved and WeE at 37.7 Feet After 24 Hours 31 .0 40.0 00RING *N0 10PLINO M[ElTS AO'l I"11l COPE DOI LlIN -CF , AS'- 0.2,.0 TEST BORING RECORD Q, E OO)0*0.$1.N 0-1-l TEST BORING RECORD
-- AAT- -E 4-* - OF BLOWS Of 140 LX. HAMMER BORING NO. NA.R-13A fNETN*ATiON IS -C4 NUMBER OF BLOW& OF 140 LS ,"AM"tER
'ALDI 10 11 PE CWPLO DT010DRVE4- IN. 1. Q.SOOL I . -E/___179 PA-LLIN 20 'N. ACOUIPE0 .10 DRIVE "4 1h. I. O_ SAMPLER IFT DATE kILlED /
DATE DRILLED Joe NO. CH 1065P SUNOISTLJRI(0 SOMIPLE[ * *0T705 T*110, 02 05. JOB NO. C, ',-F UNOFSTUIJ D SOOPLI -AVI.: TAILS. 24 "R. PAGE 2 OF _2 PAGE_ OF
*....... EL........ 4 .0. -.... ........
S* ................ .. *
.......... V .,1...TLI LAW ENGiNEERING TESTITI. LOIIPA, LAW ENGINEERING TESTTIN COMPANY
DESC IPITIO N PER FT. DEFT. DES0 RIFTION ,Fr 0 RENETRATIONELOWS ýR F7T,
- 0T. EIv. .,Ft.* fENiETRATION-BLOWS rT.
5640 lb io 30 4o 60 -so Ion Residual - Firm Orar"*e Gray Rrwnn ff~~ceo* Silty Fi no to hludim Sand Firm Ru-c Grav mi'caceous Si-lty Fint to mediwu Sand
.'P*[iaflyeatnered 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
-t - - - t AS - . 0-
-O--- 114. TEST CORING RECORD 00:110 ^"0 5MLN TOSK QRIL-IhG MITS uTS 5I01.
AST. 0.00,. TEST BORING RECORD BORING NO. lARw- lk FEPOETRTIO*41 THE 14015
-- RSO- L-1S 1F42 -U AHOR BORING No .
f-ACLN 1,' R0...EEOSOTOSW 1. 0. SAMPLE I Fr. 00IT. t.0 TO .- lE 1.1 1.. I. 0. 1-AMPLE I T. DATE DRILLED 6/23!79 DATE ORDLLED ma
- o. CH CI 0>
CII !36cP JOB ENO . JOB NO. PA GE or __ ~ SNISTL*ESO0*0.LS ~T WTEKR TAM", A- MR,.
.3 1% 1,0 O
c. t, so I. .....S LAP ENrA.INEERINOG tESTI'- ROMP t,,
.. Tn. T..E. , .TO.
LAW ENGINEFERING* TE51tN. LL*.SýFýNY 15SL I ROCK =ORE SR 4
-SY LOSS .FOSLL W.rES
Core Size DESC RI EPTI ON MNRETRATIaN-RLOWS PER FT- QIauTh DECRIT IORN
- 3NEETRATION-BLOWS PER FT.
E£lev. Ft Flea.*: 756.4,. ErT. Rec 7S6.0n* I ll5 I I I -. , . 1Q IC 30 R. 40 613 5010
.. .. 0 S ~ - ~-
I1
- i "t ;jO 0
4 4
.60, so 00e I¢ *00 Obtained Sag Samples at Deptcs Fill - Loose and Fire Hicaceous Silty Fine to Nadiaw Sand Ii of: 3 to 13 Feet 23 tu 33.6 Feet
- j. ?I 3 Feet .__D9 oto Fee I Bomivrg Terýic-nrd at 43.) Fect 751 .: 7-qI., C Residual - Firm Dark Gray Kicaceous
-. -f Silty Fie to Medi,,m Sand With Rock F F
] l~
Partially Weathered Rock That SeC0Moi* 786.0 Gray Broen Micaceous Silty Fine to
ýCoarse Sand-Wten Sampled Loose and Fir. Gray Brc-n Hicaceous
\ I I :I Silty Fine to lediu- Sand With RoCk Fragments and Trace of Coarse Sand 781.0 __ II 77II 23.0
-fi.-1 Firm Brown Hicaceous Fine Gravelly Clayey Silty Fine to Coarse Sand N Ž5 N
- Z7.0 ~Pa 3 II Partial ly W.oýathi~ere Ro'ck That 8.rom'is' 30.0 Gray Blotrci Coarse Sa6d li cacI o u s SII iy FIne. to
,.-i--. I - - +- P-jI I n~St?
- 31-4 etc UeLýL 4ntr tray ane crOTLn tsri a..net P~artfalfly Weathered Ko~lo Tnat Beccaics; ray BroCCn' lied RrsSooWil Nca~cous o n F~tjrnLý Wn~n to ii 761.C
- I - 4- -- R -p---p---- Q 40.,D x-RN AN. S-- .41ET .SYM .5
-~~fZ DOR-0fl AND SAMPLING MCETS ASTM 0-13.6 CO-S MclAIMo -RLLI Itl TEST BORING RECORD COPE 09.LL0.d ME-1. Al..I.2 TEST BORING RECORD BORING NO. tt.Rs-1 1.5 -ME~TRATION IS TME NaUtIER OF *I.ObS BO@I*NGNO, -___,
TAI-, Pe 5ST-ECOSR 0 P* .1-6 f . P 5. -. PEN OF 140 Is. - PAL~ING 30 IN, REQUIRKG TO AIVE. 1.4 IN. I- .. SAMOFIIR I FT. DATE DRILLED _/_0__7_ IALLINS 10 IN. REQIIIREO YO PRICE LA IN. I. 0. SAMPLER I FT, OATE GRILLED -, JOB NCO Ctl 1065P JOB NO. Ch 35P 6 UNOISTLIRRE--E'0 SAPL t *NR AL. 44 R.. 2 Of 2 PAGE ____ PAGE UNOISSIPSO IXEPLET Wn. TASILE. I "K I .s.- WATERTOLS I NPt. LAW ENGINEERINIG TESTING COMPANY LAW ENGINEERING TESTING COMPANY
*p POK OREREOVE 1 4 L1- .F CRILLIO..T... SO . 0CCCOR REOVRY LSE CILLO -- 175
Core Sjze I*E EEev.,Ft.N *NETPATION-BLOWS PER FT. OtPTH DESCRIFTION aIENETRATIONSLOWS PER FT. V .E~o I el. F I-. EIe . Ft. Rec. 756.O~ G, -nno.. a. I.. RQD 7i 0
;9.-2 87.
-- ~GnG - --- PLhO Ifl-S ASTS D-1111 TEST MORINO RECORD 60O:INGR-OPIS*0MLING MEETS *STU O-ISI TEST BORING RCCORD CO E DILLING MEETS .1 M 0-)11
-ETaTrO- IS TNCBLI .. Of B-OEM OF LB. EORING 140- NIAR-15 ETRAT ION IS Tnt 1 NUM-EER 07 -..
- OF 1.. LlI MA.
PALLING 10 IN. R.QUIRED TO CDIVE -: IN.1. 0. SAMPLIE I FT. A-.-' 3P,h-RLQVICO To ORIV9 t.4 IN- I SAMLIA I Fr. nATE DRILLEO a 211,'/ CH I OWP OATSDRILLCO --- JOB .40. )0E flo IJRD4ITUA5LD IASPL* WATER TALNI. 24 MR. SUNOISTURI£E SAMPL. NEE .- -i-R. . _ OF 2_ L AGE OF_ PAGE 4
-C LO IA IL., I fl LAW ENG! NELRING ESTINI ,'OMPANV 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. 6e l Too flu Fi,*of Orianqe' Tin Gray MiCaCCOUS S' ItY, 58.0 Dense-Tnray tliiacedus-Silty Fine to .ledi um .,Sand.
.61.0
,'Very StifF Tan Bown MicacemosuFire Sandy Silt 65.0 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 f ,-=
Sampled soil.Zone 71 to 74 Feet 80.0 3-0 II*O N*0 A LING ME EET$ 0-*112-Qt ATI CO1 h-04LCC 5V.CTS MEETS0.*-St TEST BORING RECORD TEST BORING RECORD BoPING NO. NAR.- i 6 BGOINC 100.. t 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, f-LI. CG 3o IN. ACQUIREfDTO DRIVE. I. IN- . D. SAMPLER I FT. DATE DRILLED' 7/2/79 DATE ORILLED _ _ _ JOB JOB fiG. NO, H 1065? 0*714 TA..--E. .14 . 2 PAGE __TO FL 3 UNOISTUI....
. SAMLN PAGE _ O 3 01ATER TANLE, I Si. - NATEI W-' TISLI. 1 $5.
TESTINGI COMPANY' LAW ENGfNFERING TESTING C2O.yiFANY 30 ] % 70CC COOL ECOVERY 4 LOSS OP OtI~~L*O WALI LAW ENGINEEFlING
,0042 C. 0=OVLRY .4 *o., ou.OVIEI'LlII. VA..-
EPTH DES- RI PT I ON DEPTH DE SCR2'T ION (NIETATION-LO44 PER F"T, WIlENETRATION-BLOWS PER FT. Elev. jr. FT. 716 A4A i 3t .. :A. - An 3- ~ - - & *' d- -
-Partiaj eathered Rock That Becomes,% 150=C 04btained Bag Saeples at Carbide bit Refusal at 81.0 Feet Dep ths of: 3 to 13 Feet 13 to 23 Feet Coring Terinated at 81.0 Feet 23 to 33 Feet 33 to 37 Feet
;nSLalled Open Tobe ObservaLiun
,ell to 81.1 Feet 37 to 40 Feet
.*rcLnoiqatr at 43.3 Feet after 24 ATan Gray MicacCcus Silty Fine to Co"rse Sard anC Dark Brown Micaceous SiyI sne Fin O) hL *M.oSand when eo'id Ii ountered Residual Soil at. 40.OF~ee 5 40.0
- - - a - - - - 4-Bar -its Teshniratee at 40.Cd Feet TEST BORING RCCOIRD TEST BORING RECORD BORING NO ,,- 16 lAR', SORING NO 1'4 ' ,
NC 3O IN. *L*UIJR Oto OVC 2,4 It,,. 0. $ASPLC* I 21.
-420,Z 7*
1.4 . AtC.,4LO Tq: -T*IE I' IN; *.O&e.ut DRILLED 7/2/75 DATE DRILLED 6 Pf1 DATE CH 1065P JOB NO . nf P JOB N*o.. PAGE. - Of,_ -ATIM TAuL. I $5. PAGE l OF I co-- UNOS7AS0 *hil. #*73 C~t. 4 92 LAW ENO2illERING TESTINGW OMP-,. LAW ENGINEERING TEST,'CG CCMPANIY
DEPTH DESCRIPTION DESC RIPTI ON PENETRATJON-BLOWS PER FT. Elev. Ft .
- 09hETRATlON-BLOWS PER FT FPT. Elev. Ft. MT.
796 -3", ib I o
,d in AB en n;. IOa So a- ~ - - ~ 40.0 IllII II I I II II III I I i ii iiiii Fill - Firm Red and Tan Lruwn Gray Fill - Firm Red and Tan Srorvn Gray MicaceoUs Silty Fine Lo Mediuiflao Picaceous Silty Firne to dedium Sand ,With Trace of Coarse Sand idtn Tracer of Coarse Sand 79, .5, .1 46.U I k
-Cýae, 5 o 6.5 Feet Residual - Firm Orange 5rown Gray
-cy-ey 3.5 to 11.0 F*et E 786.5 Micaceous Silty Fine to Hcdium Sand 781.9
-- 7--
57.0 Stiff Tan Black tiicaceous Fine Sandy
;- 19.5 to 21 Fcat Silt 776.5 61 .0 Firm Dark Gray Very Micaccous Silty Fine to Coarse Sand
.771.5
- * .~ I Ver; Stiff and Hard RJ st Brcrfr and
-Ihite Olive Gray Very Micaceous Fine to Coarse Sandy Silt 766.9
-Sitt Inclusions 31 to 32-5 Feet 71.0 Firm and Dense Gray Very Micacpous Silty Firn to Coarse Sand 761.9 75.0 partially Weathered Roci That B,:comes t 78.,
!Dark Greenish Silty Sampled Fine Gray Very Micaceour to Medium Sand 'hen n,, 756.9 Carbide Bit qefusal 7-.9 Feet borini Ter~min tred at 78.9 Feet at I
ivmrttL1,6 CtmTr, Tý.tIrinn Well to 75.9J. Fnt-
-- aL -1/4 L 0 T.-TS, -21. TEST SOR SlGRECORD tOL OI "LELT IT' 0-n
-i l TEST BORING RECORD IIIro.T-a&r 1t Ftet. ,'%fcr 211 Hours pOriNG .. t,,,-: /
BORING NO. __, _ 1-*L J. INrnUeLO Ta CRJVE 1 it, 1 D. -AL( I FT. c ) 14 _ FA- 1, IN -Q-L TO O-lVEI I IN- 1, Q, SAOLER i FT. DATE DRILLEO OATLE*[JRLL JOB o.106 JOB No.__________ UDTUBC*I-FLI eIýE
- TIL1. 1. E..
* .ta;STu*a 0*ISFLB - W TA L.
FTER 214 CX. P A GE *_ _ DF PAGE I OF 2 50 I RO-T UR-RWL Y ATER TA IBLE, jI B.R It SCS I % CCXICCVCN 4 .os Or . .l~coNA. LAý CN~fNCE0FNG rttTINO -IAPAI L.. E'-oEFtFr.E TESI:NG C$.<CNY
DESC RfPT ION I #rENITRATION-BLOWS PER FT. ý-oEI`rN DESCRIPTION # PENETRATION BLOWS PER F7 Elev. Ft Ft. 796.-1 I - a- 4 - 0 4 - 25:0 i
~
d
.q~
Ad 96. too P1 o.0G Obtained Sag Samples at Depths of : 3 to 13 Feet 791.9 20 w~ 30 Feet 30 to 40 Feet 8 4(0 to 4 Feet 45 to 52 Feet 786.5 52.0 7171.93 761.3 L. 756;9 a- a - I n S -4 - S-CltE DAILLING MEELTSASTM40.-2112 TEST BORING RECORD CORL DRILLING MEtTE ASTM U-2112 TEST BORINg RECORD NO. 7A fnETOATIOPN Is THL NU*I A OP kLOS$ OF 140 CL, -MAIdER BORING PCN*TRATICN IS T01 I I"I'IUM LI'* 0F 14 I CS LO AIJiER BIORING NO *, ' L300. 4(010 .- C91.2 I. D.1.M.t
-, IT. -OLN22 IN. -Q.11I..TO OIV3V .4 .*LP1 I T DATE DRILLED 6/11_i/79 DATE DRILLED -*"/N JOB a., Ci C,*
JoB NO. ch o06sP DICISU*-ERSAUPL PAGE 2 FAGE I OF 2 CATE TAIL, 24 C~l. pAGE OF ' RWATE It TA IL. .NA. ES 22(100 COAL RECIVLSY 4 LO.I OI C1IZLAiNS 4 LAW ENGINEERING TESTI.N COI*fAON I :-4................. 4 ..... .IIUC.NG SArK. LAW ENGINEERING ýTING CCIMPAN'. .~~w .......
I Core Core S ize Size 0 ESC A I PT ION Doirw_ DESCRIPTION a PIEETRATION68L,OWN PER Fl, EIEleo.Iz Re c. ~Ci f NI-T. D-11 TEST BORING RECORD CO.L DRING .ET5 -ST. 0-01 TEST BORING RECORD - T-0
-~J3 11 T-3 -- k-. 0'1 1~~ 0' 4ý I., HM BORiNG NO. "P,,-18 fLURAtION IS TKEC SUMSC OL tOWS OF 140 Lb. KOMWER 6ORING NO. ~
I 3~d300 ~ iE.- It FT.3dt0 DATE DRILLED 6/5/79 DAlf URtLLEO, JOB No. CH ;o*5P
-$*---'"- WA-A TAbLo. 4 10. PAGE _____ OF ___P_ U0010...............
0.......V- ........ I :.........It.
.StrL, PAGE 2 OF 2 I R
-033 LAIIW ENGINEERMNG TEST)ING COIAPAN*Y 4 LAE IENGCIIEERINU TESTINO COMPANY
Approx. DESC RIPTION Elev., Ft. a PENETRATION-BLOW$ PER FT. 796t.o I. - 1. -. go, so t10m 40.o Fitl-Firm* n and Gray !icaccous Silty Fine to mediur. Sand 79' 786a 52.6
'776 -i-i-] - 53.7, C1aytly a 26.0 Feet LJH 77.2 156 80.0 a o- - h tOEING -Ct 3AUPLING MEET$ Anril DRI36 IORIRO AND 1AN-FING NEITrO AST. D-Ifl co E QRIOEb&Ts *5yM -7I I TEST BORING RECORD C-R CILIN IEETO ET.N . -,II TEST BORING RCORD BORING ND- IA~ E.EYTRAATON ;S THE N50040R OF 0Lo04 a,1 'IQ f40 L. BORIhN G,. NO-IS E.NG ROINOP I..nUE~ ItoR. *htT, FALLIN. I10 IN. IEGRCO 1cve u. NI I. 0 A.-.
.. I.r.
OAD K DRILLED _/____ LATE DRILLED "" JOB NO. 106&P JOE NO. CI I0C05. USOISTRIEO SMP-TEA~t TARLE, I HR. PAGE I_O 3 PAGE o*lr L.'t¢ ENGINEERING TF'TINCG COMPANY RE...... LQEN a. DRILLING WATts LAW ENGINEEGiNU TEST:tG CO.l4A-,Y i 4 &oo..o
. n1 n fAT..
DESCR;PTION Approx. PENETRATIOr4-BLOWS PER FT. ev., Ft. RQO 716+/- 10 20 30 d0 60 80 100 F I - F- I - P- - Licht Gray Mice Gntiss NX t 06
,711i
-iriG Terlinaled at 84. 7 Fcct L
- I IB I I ll I =
"OEI"N0 S7MPLL 7 " - EEr S`-
' 1M -10'I OBOINSAND SAMPLING M£ErT A'T" 0-Itt.
TEST BORIN4G RECORD OREt DRILLING WEE"T AST. 0.-11. TEST BORING RECORD 80RING NO. NARw 19 PCNETRATIQN IS THE NUMBER OF BLO I OP 140 LM, OM*--ME 80RIIONO.
, NG' CO1, E*U* IED TO COEC 1.4 IN, 1. Q. A-ILCR I fr. FALLING *0 IN. REQUIRED TO DRIVE I., IN. I. D. sAMPLEr I Fr, DATE DRILLED ., o"(O. DATE DRILLED JOB N - r cm.10650 JOB NO.
_____ 5'r-TITE0 SASPLE9 WATER TABLE, :4HR PAGE 3 1 I IIL *- "^71::ll TAII", ,4 *I~I PEL AG LQ%0 0N-. .. I~ kE f 11'ARL I It,. LAW ifidmiti~opNl tESTuiNG tbýAPANV' SR RCKng REOVY 4r LOS A.' 'DIII-.LI .. TER LAW ENnINEERMIG TESTINC COM'ANVY
DESCRIPTION Approx. a PEmETRATION4SLOW5 PER FT. DES)CRIPT ION v PENETRATION-BLOWS PER FT, DEPTH FT. 80.0, 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 fI e C tC rdiun Sai'a o-I
- AI-SPLI..Q SETS* A-IM-f DOPING AND SAMPLING. MEETS ASTM O-ItSS OPI ST.
ARLIGME 0.211. TEST BORIN*G RECORD CORE DRILLING MEETS AfliW O-23 I TEST BORING RECORD SInTRATION IS THC 1i-InR 011 SLOWS Of -O LBA.HA..MER BORING NO. NAR- PENETRATION 15 THE NU*BER OF BLOWS OP SAOLit. HAMMER BORING NO ____________ ALL!NG 31 ;N. kEQ-RL. TO Cý.VE II N. I- D. SAMPLER I T FALLING 3O IN. REQUIREDOTO CARIVE%-S 1. . 0. SAMPLER I FT. DATE DRILLED 2/7/_0 DATE DRILLED - Ci* I063P 1 JOB NO. ______0___ JOB NO, I U 2 L--bT-fIE SAM...L. E.TATABLE, 34 -R. PAGE 2_ OF 3 IT---APEWATtR ----- TAILNE. E HR.. PAGE 3 OF_- WATJERTABLE. I . WATER TABLE, R TESTING COMPANe LAW IENGINEEPNG TESTING COMPANY LAD ENGINEERING C. -LE AEDEY 4 LOSS .1 .. "l LRA -1..E 'a ESE W 11C.ECVES' 4 LAS OP QARIL.IG WATER
Approx. Approx. DESCRIPTION Elev.. IS PENETRATIO14-OLOWS PER FT. DESCRIPTION Elev., Ft. a PENETRATION-h-GW5 PER FT. 756.5 101 20 30 z48 6D n0. I00 B- * - - - P ~* P- ! F ill-Firm Gray Brown Micaceous S itty Fine to Coarse Sand (/ 7sl5.5s
~I i 5o. 0 Residua)-Firm Red Brown Clayey
-Silty Fine to Nedlum Saend 52.4 Firm Red Bromn and Brown Silty Fine to liedium Sand 741.I'I
- 7. _ I3 I.
726.,~ 0ecOieesray. Micaceu*ss *SIty Fine,. i Carbide Bit Refusal at 70.4 Feet Light Gray Mica Gneiss 43 721AS 80.:0 71_6.
*t. Mediumr Sand herl Conpl.d
&.1-CDII A-0 DAILIP.
-P',- tXETS A-.A EhATS -t.M D-21111
-iI TEST BORING RECORD C RICOILLI.O -1LT oS.2111, TEST BORING RECORD NAR 15-21 5O RIN G r*40 . - z1 BORING NO. PEINT.A-IQN IS THE NUMBER OP bLO.S OF IS. LU. .AMNECA
.rETAI,.TrCNh.E OP ILON"1 1 LB. P*MEB ALLING 10 IN. REQUIRED TO DRIVOIE .- IN. SAPLER I PT.
&-0 . / 2519, FA-LING ;. IC. RaE-IJIED r0 C-I.E -. I.. I. .. SIAPLER I T.
0STE DRILLEDI /2 DATE ORILLED (*ýI 105 JOB NO. JOB NO.
-UEDIS*RTIUBEOSAMPLI VATERf TAlLE, ZB KIR.
STURD PLE SA...
. WAIL.R TA1LE. 24 Pt.A. PAGE h PAGE 1_ OF3 _TF__
I NATER TABLE. I HR_ "-- PATER
- 1ABLE. I .a.
LAW ENGINEERING rESTING COMPANY LAW ENGINEERING TEST!NC COMPANV RO I,. CRE
- REOEY 4 LOSS OP -RL.IOWT1. -C .OCA.CORE..E..A... 4 LAS
...... OF R.L. ATER
Approx.
- PENETRATION-BLOW5 PER FT. DESCRIPTION Approx. w PENETRATION-BLOWS PER Ft.
DESCRIPTION DEPTH EIev., Ft. Elev. . Ft. FT. 711,-Av in iý _20 R '160,
- - f- Y- *I'-*
9 70: 711.5 go, 706.5 701.5
-. ~1= f___
Coring Tenminated a[ 95.6 Feet
--=9-il I I
5ORINO A-0 SAMPLING MtErS *5792 D-245 CORE DRILI It. -IT~S AST .0-- TEST BORING, RECORD :0RIOO AID0 CORE DRILLINR SIFCT$ ME "1114NS AST. ASTIO -1111 D.2551 TEST BORING RECORD BORING NO. NAP. ,-21 2
-* ET-AION IS I.It NV.8E.C OF SLOS OF 14 AO .. PMR PIEETRATION IS THO NUMLBEROF BLOWS OPO140 L,, HIAMMLER BORING NO, EAL.LISI - IN. REQUIRED -0 DRIVE l.4 IN. I- 0, SAMPLER IFT.
DATE DRILLED 1 2?f- PALLING 30 IN. RALqJIREO TO DRIVE I14 iN. L 0. SAMPLEL "1 FT, DATE DRLIO ED JOB NO.
-O. JOB NO.
RUSEEC
.... .. L. WATER VRLIE. .- HR.- SMPL.
.O..ISTS..... T WATR T^I*L., 1RSIR.
PAGE PAGE OF3 SlATtx 'ARCS. I FIa. O F ARLE, R.. T LAW ENGINEERING TESTING COMPANY M SI % Ol CR EOEY 4 CO SWATER FDILIOWn LAW ENGISNEERING TESTING COMPANY ROC C C5, . RCER,
.... LOSS OF P j, INOWYie
-GSE
DESCRIPI-ON App rox. 0 PENETFATION.BLOWS PER FT. DEPTH DESCRIPTION a FENETRAT'ON-SLCW5, PER FT, Elev. , Ft. RQ0
~~ ~ ~ TO 20 10 40 60 io0 100 F
iiiI io 76. - ** iiiiI ......... Fil'-Firn lo 0ense GCay Fr(-n Silty Finc to Coarse Sane
'9 151 .0- 1 Hi /
Slightly Clayty at 48.0 Feet 75, o i i i I . . . . I - 1. t IC*.JJ Resia.ý!-Fi rm Red Brc.,n hicaceous Sil y Fine to 11E i Tm Sen, 741
)..
Z Vir .R,.. Sli h rI y M accus Very 'I Silty Firn Sand Firm black and Gray Silty Very 7.3'.06L h micaceous Fine tO Mei um Sand itn Sooýe Brown Fine Sandy Silt Partially Rzco:-n Ooathereý Rock Thct Slack arVi Gray Micaceonn :1 ,11
* ~
SO0 P, Very Dense Black aod Gray micaceuus Finc to Coarse Sand 16.0 Par 0 a II y: ,=z% ta1, r e, Rock 72 I;0 Carbide Rofusal at 75.2 Feet 50= 0 Li~ht Cray Mica Gneiss tS erp lad
-O1NG AN. SA*PL-NG .- LTS -. 00 V-1.96 COE CRILLING WEETS -STMC-**13 TEST BORING RECORD CORE DRILLING MEETS ASTFA 0-2I11 TEST BORING RECORD BORING NO. NAR 1 -22 "0R'S,' 2Z II-- q L-e IS -I' .1OCB 111. .OW -F SOC.05 PCOESTION *IS T-lt 0.UMO OLOWS 00 2* LB. h500ER 5
-_ - IN. SEQ 2C O no IEI IN. 1.T0. STA PLER I 0R. DATE DRILLED 2/5C"/80 jO J10 -G X.
RIJRED no fRILL 2,5 1.. 1. Z. S-RLCA I fT. D.:,-rTE DRILLED JOB NO. it!65F JOB NO. CIUNDIRTLIRIS. S*ILI
- OATS: ATCi5. ;t* OS1.
PAGE 2 OF 3 PAGE 3 Of aAT :. I-:C: I 0.--.BTX 14IIILE, I M11-125 ~50C ~ LAW ENGINEERINr TESTING COMPANY tAW ENCP INkERMILI TE5tING 012APANY CO ... tOOY 4 1,Q1 LS F Q-'LIISS -TAT
App ro.. I PENETRATION-SLOWS PER FT. oEPTH Approx.. D0ECIPTION DESCRIPTION 4 PE14ETRATION HLOWS PER FT,
,FiT. E1 ' t 4o.0o II I2 I0 'a Io I f 40.0 I
5oring Irilled As Energy Input Mole FPr Crovs-Hole Sotoey Týst Lcevel 44." Test Level T751 1.9.6 -Test Levvl Test Level 54.-A Test Level 55.4 Test Level 736&f 7Z*, *I ,
- Test Level 67,.+
.Test 4Test Level Level (Input in 8oring NAR,-21) 73' 1 1i 69.+6Test Level (Inpvt in Boring NSAR.-22)
- Test Levtf ,74 .+ .Test Level 721 II
*-Tcsr Level TEST BORING RECORD 79.
80.-I Test Level BDORINGIND S M TA ST.I
."T1n -. 156
- A .4 - - - - -
i 1,4 -- S JPI EENDA ~ AT
-I, 0I
.ORE -41L-cI EETS ESS.' -. 111 TEST BORING4 RECORD BORING NO. . NAR, -23 BORING NO,_________
PEODT.A.ION IS THE DGSDE Cf SO1. .OP 0 L. M1Ms0 DATE DRILLED ......... FALLING 30 IN. N*IIApE TO DRIVE I.. 1. I. U. SAMIPLER I rT, DATE DRILLED
--.- ST . .Z.~DEGII
. . A. ~
O M 1.- ..0I SML f T JOB NO. CH JOB NO. CHili p
?I PAGE 1 OF 3 ~LNDBTIIBEO AMLI WATIER ABE 24 SB.
PAGE 2 O* 3 E: TABE. -SLR Um. L WATER TAXLIE, I Ha.
._REA-LAW ENGINEERING TESTING COMPANY LAAW EJGINCERING TESTING CO'IPII'NY IA COS
*00C REOVEY 4 LOSS OF DRILLING WTATE R4 s-1 0 DRILLNG --
DEPTki DESCRIPTION Approx. a PENETRATION-SLOW$ PER FT. El ev., Ft. 716-+ 10 20 30f 'JA o ý150 A.0 t00,
-Test Level 71rl Test Level 706 Light Cray rica Gneiss Nx
'71 93.0 Coring Trrminated at 93.0 Feet 701 II
___J..2jIi_ I I J I I I SQA~tIC 000 SAI.WL,00 33T5 ASTMI D111 DrL~* co* E*T "T. D-1n. TEST BORING RECORD N_,_ .)"_ _
?ENETRATiOfN 1 THE Nfl* SLOWS OF 340 LB., HAM-M iPO:tIA BORING NO.
PALLINO 30 I0 0E0UI*[0Y "0-{* ,VC 1.1 I . *3.0 AMLCO a CT. DATE ORILLED 2/27/80 joa NO. CH 1065P
,T~nC
--- T03-s -11 T~A,~ JOB NO. IOP PAGE -.-... oP Lii~~ ~ ~ ~ ~ ~0.P.
CS ~ F .C-eft~R LAW ENGINEERIITO TESTING COMPANY
GEOLOGIST LOG .1 irerr~acn Page 1 of I Project: .' Client n Nuclear St.t.n.... CcneNlarSain F 1.Project'Number. 73067007 - BoringlWell-: WellConSstruction Data ".... SMW-1 '1 Date Started: 6/13/06 Date Completed: 6116/06 screen: . SIottedPVC.. Fr2".01 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
*1 25.0ý .7......... 29Sdh_
S40:PVC Boring Diameter (in): GW Level: Timrie/Date;: Outer CasingqStick Up 8....... , 174P42 10 .Cover 71106 Flush MguN d
*1 I". E EE 7a E 6n = E 0 Description' wall Air excavation performed 0-'. 'No lithologic:samples 0-8'.
( ,, 2-I
,4 r
6-J 8- (FILL),, drained. wellgraded.
.14 SILTY SAND,very micaceous, silty,.brown, damp. finea to medium
-17, 10*
12
-24 4 SILTY SAND to .SANDY SILT (FILL); brown, fine to medium, *micaceous, 14 ,damp.
4 I. 16.- LI SILTY SAND tO SANDY SILTx(FILLs, as above. 0 7 SAPROLITE, dark brown, Silty Sand, fine grained, damp. 20-5, C, 3. 1~
'I
'C, 22 -
z PARTIALLY WEATHERED ROCK AND SAPROLITE, gnei-lc,, high: qUartz 24." content. I -_SAPPROLITE, gray, to black, Sandy.Silt, micaý ous, grneissitc; Auger refusal
--I
\,at 25'5 /-
Boring termninated at 25'
-J 2 Torrncaon 521 Clemson Rad, Ccluri6, South Carolina'29229 Pl6ne: 803-741-;9002. Fax: 803L7414990'D
GEOLOGIST LOG Irerracon Page, 1ýof 2. Pro.e.t:. . . Project Number:, Projeconee NuclearStati0nSSF . 73067007 on,, l.sMw Clien. 'Oconee:Nuclear Station Well C.nstru*tfionData Date Strted:6Dte Comple1ted: Suree: '___ S6/13/06 6/16/06 2'(0.010)ySlotted PVCG ' : From: 16 -To:, 36 Logged By: Sudh Coordinates: Dý,udller :.ý N35 I13 E83. ack: ý#e'fl'.
#2 Fiitersand
.iýc .II From ý 14-To:
mFmmm 4-o.6. 36 t Dilling Co.: S.. DrIlle : 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 ___ EE U oe pDetail f Air excavation ceforgo8 N6iholo&i samples 0-. m*
- 2-4-
- 6.
8-. "11 ..1'* 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
GEOLOGIST LOG lrerraonn Page 2 of 2 Nuclear Station SSF Station gE I
ýEE
;iZ Wn i oEc I I 1, DescripPion SAPROLITE,-
graded, ...... Sand line to coarse, wet. tan to: dark brown, Silty Sandlto . . . ppody
.Auger refusalat 36V Terra~ph 52~
lemon RidColuimbine, South Carolina 2n229
1rerracon GEOLOGIST LOG Page I of I _ __ _ __ _ _ __ _ __ _ _ __ _ __ _ _73067007 . .. .. . .. SM 3 Oconee Nuclear Station ,SSF Number: 0Project .in'g/Well: SMW-3 Oconee Nuclear station, WellConostrucýion Data D-te Started...DateCompleted: Screen: . , r 1T 6/15/06 DateW____ted:61__6!06 _VC ____From: .'_"_0_010__ B10
- To: 20ý C. Suddeth .N 35ý E83 #2 F2i0er Sand SAEDACCO R-Miller Betoi Pellets' p From: .5 :- To: 8, Method: '.:;HSA. .. SA .....
iEquipment: Gu-s.Peh,:GPý110E. 1 Grout: Port.nnd'Cement From:, 0o.To:, -:6 BoringT (ft. Dept m levation: Inner Casing: 20,*0. 7978 2" Sch-40*PVC,' , iBoring Diameter (in): GW Level: Time/Date: OUterCasigStijck'Upi
.. 0 .-..... ,17.40 7/18/06 1 Protectiv Flush MountedCovetrýd Cove ,
0, D Rescription W l :t 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 1for spit:spoon. Auger refusal at-20'. at 2020 20 - _5___ - Boring ,terminaoed at 20'.2-22-2 0 U,____ ____________________,________________"___
" Ph~~one: 603-74t1-9000 ,Fax: OID3-74 t990 ...
GEOLOGIST LOG 1rerracon Pagbe 1 -of 2,
.roject Numberr Project*. ohne. Nuclear Station SSF P 730670008 ........ SMW-5 Oconee Nuclear Station aeC m~td Wel!onitiautionData -5t tredý: ... C ... .ate Strted: 6/1506 Dt C.e te..2S '61;606 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 PorflAnd'Cemen*t, 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:
.. 14.24 18.0 8 .. Protective Flu punted:L oveŽr L E .L ý0 Well Sa:3 , "2 ý I etilo 2 j E ýEDescription r~excavat'on performed 0-8. No.lithologiqam 0r8'.
Wl 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 6*: 03-74-q0w*a,*.F: 903-741-9906"'
GEOLOGIST LOG 1rerracon Pageý 2 of 2 Project:, on Ne S SSF "ProjectNumber:. ncinwell:
*. .oneeNublearstation SSF .. 73067007B SMW-5 nOconee Nuclear Station 3.4*W.1.2/ý-W WR 0 0 J a=E Description Detail C5 _E_
Wi ..micaceous,. wet. (Phototaken). 26- Wi SAND (FILL),. dark-brown, medium to coarse graihed,.some gravel; well -26 isl gr.ded, saturated. Wi 'SAND and GRAVEL (FILL)', medium to verycoarsepgrained, well graded,
\I SAPROLITE,. gray towhite, Silty'Sand, gray to0white, fine toam'ediunm
/7 28 30-4*
ýgrtained,.well graded, gneissic, Saiurated. '
.SAPROLITE, browni; SiltvSand.to Sandvy Silt, finercirained. micadceus. Wet.
Drill 28 - 34' with no sampling.
/ 730 4*
32 - 32' Auger refusal at"34';
- 34. 434 Boring terminatedat 34'.
I-Thrracon C 62i cierhson Road, CNoMiumýa South Cr-iiilna 62ý922
coot D trT, % 6 'nutz D II C TL'PTION %I1 It WI; IILKV. RIKARK6 0 I '~ I R0 796 5; 791 10 15 _ 781 200 776 25 30- Carbide Refusal at 3V0' 766 .31.0' to 39.4', med. to'sl. Hard to Very Hard, Light Gray, weathered (granitic gneiss) Banded Granitic Gneiss, medium-grained 40 NX 35 _ 68 761 39.4' to 72.6', sl. unweath. (granitic gneiss) 40 MORINO2 AND IIAM~PL¶NQ1 W'KITS Afru D-.61114
- Page 1 of 2 COflC DTItL.,ING MILLTo ASTM 0.111I IF1ENCrPATION 10 THE HU1,42IR Of VLOW4 0f 1A0 L.Q. IHAUR TEST BORING RECORD FALLING .10 IN. ArQUIRKOD TO DAV 1.4 IN. 1.D. CAMPLKt N NO. SSF-1 uti4isruImUC0 1A'.47L1 _- A~ TAULCX. 14 HF%. flOCK JOINT: DATE DRILE -/79 L=LOW 501, OCK CORK AKICOVEMY -,.t21 VATX?% TASLIX. I HR. DIP, 0- Oconee 6 Tf.NDA~fl PrNTr NATION 7040LO4 0f D*IlILLINO WAY IA M= Ho. Dip )0-00' Standby Shutdown Faci lity ROD.. NrOCX QUA.LITY 137,4CIONNION S 3-- s*o-01,7r*LD so
COaN R ocIt,, % Tlmt Dr , Cnp"ION 9129 141IP tLKY 011 AA PKIII SO
~ ~ ~
r I4C L4 V-1. - , _________ Hard to Very Hard, Light Gray, 42.1-, open joint, steep dip Banded Granitic Gneiss, medium-
- 40-.
grained 45.3' to 45.6'\ NX 45.7' to 45.91)hard, dark gray 61 751 /49.2' to 49.7'1 hornblende gneiss, 34 51.4' to 51.8' medium-grained, 52.7' to 53.2' si. weathered. 57.7' to 58.21, 58.5' to 58.8' -I1 4iE 50- j93 51.1', open joint, steep dip 746 6ý'.8O' to 61.0'> biotite-rich 61.8,' to 62.1' layers. mod.
)sev. weathering 55_ 60o 6`3.8', open joint, steep dip, 74.1 mica coated
- 5 63.9'5 lto . 63ý-
8"4.6 +hard, dark gray 93,
'NX "4" to' 6 ..... ' hornblende-biotit 7
- 60. 100 68.-
$9. -' to 69: ,51'; gneiss, med-gr.
"to 60. 3' 9....11 to, 69.',, s . weathered NX 41" 7:02' to 70.9', hard, dark gray, hornblende gneiss feldspar (7) 65- porphyroblasts 1731 71.9.' to 72.1', hard, dark gray 83' hornblende gneiss 70" Subhorizontal joints.parallel to 75- ,foliation are moderately close I-.-. to close. -174
.Coring Terminated at 74.6' 721 80 d Z%= *Li*.. . . *. . .. .. * ::,. . . . . ... . . . .
- 2 L. . .. . ..... ... .. . I..... .. . .. .
SOPIUN ANO SAMPLING VI't'S APYW 0.1555 716 Page 2 of 2 CORE UnILL)NO MIK-I' A*TM DOtCI 3 PIENETfATION 10 THIC HUwMgC OF SLOWS OF 140 LO. HAAMIKR TEST BORING RECORE F'ALLING 30 IN. MK OLJIPD '10 DRtIVE 1-4 IN, I.D. SAMPLEft I F* DOMINOI No, SSF-I SUNDIVTLIMS(O NA0JPLIK ~ WATKnT~ AUt.K. 14 Hnf. < flOCx JOINT-, SATa
.I0 SN NO. "
ShuLLtdo34 cil9 1 07 OCIK COME RtECOVERY **%.p WATIP11 TASLI1, I HR. 1. LOW DIP 0-200 JON N0. Oconee 9 TANDAMO PEKNETRATION t4 LOPS OF OnILLING WATER = uco. atP 30--410. Standby Shutdown Facili RD..0 MOCKC QUALITY DYPU10NAYION STEEP~ Dip 40.-410
caOk fI o '. %& 71uC FT. D R IP71N fIxt MIM, ILK. '. ftEMAAPKS nOn 20-776 25_- Carbide Refusal at 29.6'
... . ". . ... *4 -L 29.6' to 39.3' sev. to mod. sv.ý-
30- Moderately Hard to Hard, Light weath.- (ggn) Gray, Granitic Gneiss, medium- 766 grained NX 51 33.0' to 34.3' Mod. hd. to hd, 41,2' to 41.9' dk. gy, horn- 31 35- blende-biotite 761 gneiss, sev. to mod. sev weath 43..5' to 43.9', hd, dk hornblende gneiss, feldspar(k4- 3' 40 porphyrobiasts 756 NX 1O00 46.0l to 46.5' Med. to hd, dk 47.2 to 47.4' gy hbn. gneiss, med-grn 45 39.3' to 49.2' vsl weath, to
ý751 unweath.
Subhorizontal joints parallel to. foliation are close from 29.6' 50,j :oring Terminated at 49.2' to 39.3', moderately close to 7146 wide from 39.3' to 49.21. 55-74.1 60 SORIUNG AND SAMPLINCOIi ELTE ARTWI D.1104 736 Page 1 of 1 CORE Oll1LLING MILTS AS1IA Dý1111 PENETRATION Is THE NUMBER 07' SLOWS Of 40O L0. HAMMER TEST BORING RECORE FALL'NG 30 IN. ACQUIRED TO CAIVIE 1IA ?N. I.D CAMPJLICR I FT. SSF-2 TARLC, tA MR~. <I rkOC'< JOINTi UNDItT¶JVR(DC %A"PLZ Y~'~iflt OXY1 DA)LL90 3/23/79 307, ocx COAX 11&CO'VIY -,.C31 WATER TAOLI, I R. L.=Low DIP o-3o0 jog NO. Oconee NSTANDARD I[N ITRA-riom LORE1 OF OflILLINO WATERP WEMD. otr 30.-60. Standby Shutdown Facili1 R.O.D. Roc'( QUALITY DPSIONC)AVIIOCH S= BY*KF. iupDPE-0Dip IO'-I0"
FPT. % b TI'dt DeACrip't i*N REMAAKS 35- - r~ 761 Carbide Refusal at 39.2' 4- 39.2' to 44.1', sl to vsl weath. ___ 39 140 - (ggn) Hard to Very Hard, Licht Gray, Granitic Gnetss, medium-grained 756 44.4' to 41.7) Med to hd, dk gy 42.2' to 42.6' hornblende gneis-s 99 43.8' to 44.0' mod sev to sev weath 85 45 _ 75l :44.-.11 to 67.4', vsl.weath to unweath (ggn) 50.
.51 .' 51.4' )hd, to dk gy hbn NX 746 54.4' to 55.7'; gneiss, med-gr, 995 61.7' to 61.8". sl to vsl weath 62.7' 81 to 63,11 64.5' to 64.9' 65.8' to 66.5' 78 60-736 Ix1 87
.173) Subhorizontal joints are parallel to foliation, moderatel close to close spacing. 67, Coring Terminated at 67.4' 70__
726 75 - . -- ~ bORING AND MA04PLING VIE~T* A11TM D,11164 .721- Page 1 of I CO',r DOlILLINO M1ICT$ ARTM. D.ZI113 IPCHETftA7ION 10 THE HUMMSIFA Or SLOWE Or7A 10 .14, HAMME~R TEST BORING RECORC FALLINO 40 IN. ftrI.UIIEO TO DRIVEI 1-4 IN. 1.D. £AMPLKA I 1. vOoRIO Mo. SSF-3
ý= -. 111 -
uA"FK =-_ATffn TAIPLIK. ZA MR. 4I FlOCK JIOINT: DATE DPILLI.D 3/29/79 5017 ROCK CoRI RCCOV91'1 -,.1WA.TK! TASIIK. IHR L=LOW DIP C--20
... ,,Oconee H. TiNOARtO Px:NKTRATION -4 1_011 Oil DFILLINO WATER ~ 4 l.Sr OIF- 3O'-40*
Standby Shutdown Fac litt R.OD. MIOCK QUALITY OV.6IONATION I = Ugm Dir 400-0O.
Cook-( PrT. D ERIC M,I P1 1ON. 37.1', mod to sl weath Carbide Refusa.] at 3..2' Hard to Very Hard, Light Gray, (ggn) 35.4',. hd, dk gy hbn 33 35- jGranitic Gneiss, medium-grained gneiss 38.1', sey weath 68.7' , vsl weath to 71 unweath (g9n) 756 Page I of 2 SCllING AND GAMPLIt4O W.ICTSl A0TM D"1614 CORE DnILýLINQ MtrrI ANYM D-lftt PICSTRAT4ION 10 TNI c ULaIA1OF 07LOWI OF 140 L33. HAWACUR TEST BORING RECORF fALLING 30 IN, RIOiIRIEO To DRIVIE 1.4 IN. 1.0. £AMPL[-9 I . oIIN3 NO. SSF-4 40 MOCK( JOINT UNDISTUROWbD IIAIPLX =; WATIll TAUL K. 14 NI,. DAT, DALLC 4-6-79 3+, oC-K CORE ACCOVKIRV 1.(_. U.WATIER TA&I-f. I 14KR. L=Low DIP 0-20'
.Jo0 NO. oconee N - TANOAAO PCNF7IFATICN P4.L.OVE OF O-11II1LINO WATER ~ = Urn. DIP 301-001 Standby Shutdown Facil iy 1CK MO.. QUALITY1 OMICICNATION = TXEP' DIP 60-110 I
COR F O~.FT)4 % 6 Time~ DOUCRIPl ION Size $JIM. CLKY. RIWARKS . k' o & i ý I . . .. .. . .. -- 1 1 756 42.6', biotite-rich layer 43.6' to 44.O', hd, dk gy hbn gneiss, feldspar -- 43 augen (?) L45-75.1 NLX: 47.9' to 48.2', bioti te-rich Ybo granitic gneiss 89 50 746 48.6' to 48.9' hd, dk gy hbn 49.4' to 49.6 -gneiss, med-or, 52.,9 to 53.7 mod to sl weath
-4153:
55- NX 100I 55.0' to 5-5.8' 56.2' to 56.'41 hd: dk -gy' hbn 58.2' to 518 .*4'ne'ýiss, s'sI weath 59.9 to 6..1 '\ 63.0' to 60-
~Jx 98
- 90 65 -
688. 0' 73,11 L Very Hard, Light Gray Granitic Subhorizontal joints parallel Gneiss, coarse-grained, peg- to foliation are moderately Jmatitic in places close to closely spaced. Y -468 Coring Terminated at 68.7' 70 7.26-80 - .1 fl~P2~flWE-.... ... - -. .*. ..-. -- - -. -- - - - C ~t - S w..*VJ 4.5. .. rrlrt ~ MOPINIG ANQ &IUNG WILEITV APT61 0.f1*6 Pag e 2 f2 ' COAC OnIl-LIHO H ItT AVTM 0411$ I-C.NETRAAION to THENt fM~tA Of WLOW6 OF 140 1-11 MAMC TEST BORING RECORE FALLING 30 INA. RIQUIPCED YO ORIVI Id 4TN. 1TO. ICAM.PLER I IFT. mOAINO NO. SSF-4 F-, UNOrTITJAECO vAt*P'i.K . WA'tnV TAMIL. 94 HR. IIOCI( JOINT; OATK ORILLIO 4-6-79 S+1, IROCK CO-Z A(COVIR t WATt TADF-K I .IR L=LOVW DIP 0-~30 JOE NO. Oconee 111TANDAIIO PENHIM~AtIOW .14 LOVE OF OfItILLINO WATIR = *A1to, otp1 30,-tC. Standby Shutdown Facil itý R,.O. YROCK OU.LýTTV D!0ItINATIOM = 111KIi Ofr 40-00O
DEPTH giza cook$ TIMWZ FT. DZCIun1PT ION WINI. tL KY. AKMARIX ~O ci I~ I r i 1796 10_ 786 15 - 781 20 " 25_ 771 30-766 35 1761 Carbide Refusal at 38.6' 38.6' to 54.2', mod to sil weath SHard to Very Hard, Light Gray Granitic Gneiss with biolite L (g n) 38 rich layers, medium-grained 40n 00 IN~lG AND SAMPLING WtKTS AATM 0-1SSI 756b Page - of COAC. OnILLItNa "STY$ AATM OVI ,2 1.(NIETRAION IC TH9 MUW*SMk Of, DLOW2 OF 140 ILM. HAI4ME TEST BORING RECORE FALLING 50 IN. PIcOuIREO TO D:)AtV 1-4 IN. t.D. SAMPLERIFT HORING NO. SSF-5 SUNOCRTIJRS(0 WAMPLK =:VYAT1[F VAULZ. 24 MNI < nlOCK JOINT DATE DMILLED .3-3Q-29 50 '7 ROCK COME IIICOVEPN' ~.-ý_WATElI TAIALS. 1 HR. L =LOW DIP 0-30' JoN NO, Oconee N STANDARD PENIETPATION .4LOS* OF DMILL.INIZ WXTEP M =MCD. DIP 30O-i0 Standby Shutdown Facilit Pt,.0, MOCK OUALITY FOMaINATION S =SICIEP DIP 40*-90
con K FT, D £.4C IP1:" ON oil: WIN17. tLXY. ROD
-U -L1 m NX 756 44.6' to 44.91, mod hd, dk gy 77 to bk hbn gneiss, 52 med-gr 48.5' to 49.o0, sf to med hd, .143 dk ggy to gy, 45 gneiss, sev weath NX 751 50.1' to 50.,9' sf' to med hd, dk 59 51.8' to 52.2' 53.0' to 53.31. gy hbn gneiss o
50 746 51 .4', joint, steep dip, mica coated 54.2' to 77.4', sl to vsl wea th, (ggn) 54,31 to 54.7', 54 coarse-gr Taniti 55 gne is s 100 56.3' to 57.4>' Med hd to hid, dk 58.0' 59.5 to 58.*31 gy hbrn gneiss, to 60.4'1 -mod sev to sl 60.5' to 60-.6' w9 6o 736 60.95 to 61.4':, hd. dk gy, hbn gneiss, mned to cor-gr, feldspar (?) porphyroblasts 65- 66.9') hd, dk gy hbn
ý731 62.8' to 66.5' to 67.0' gneiss 68.5' to 69.2', hd, dk gy,,hb n*
gneiss, feldspar,( 69 porphyroblasts 70-4X 77 726 69.2' to 70.* hd, dk gy hbn 72.1' to 72.21 gneiss 76 75-721 Subhorizontal joints are widely spaced parallel to dominant Coring Terminated at 77.4' 6- foliation. L J.77
-- =W4Wvq^W -QM I 80 PO'RINGQ AND IIAMR0l1O Ii fCTET APr14 0.1964
/ Ib; Page 2 of 2-CORE DnI'LLINO MfFT* ASTM D.1112 rENCIRATlON 10 THK M US11IA 0r MLOWS 01$ 140 L2. 1ANMbAC TEST BORING RECORE rALLINO 30 IN. MEOUIRED TO DMIV% 1-4 IN, 1.D. SAMNFLIRf I M IOMINO O.SSF-5 PORNGNO.
UNDIITJIURS9 6AWPLMK :ýWATI' TADIII-, 14 HR. <I ROCK joiNr DAT! ORILL(D 3-30-79 ROCK CO.,( RLCOvK.r TAMILK. I HR, L LOW DIP C j . Oconee 111TANDARO I-ENCIVATION -4 LOtV 0$ Onlt.LING WATtA~. UtD, DIP 304-4n. Standby Shutdown Facilit-R.OD. ROCK QUALITY OPSIlO NATION S[ = SyiTip . Dip ary-0QO"
copq 4
% rIM t FT. DbLIC~tIPTION OIZZ MIN. CLEV. REMARKS A 0 iE f% .
L ý_VV-
-796
- 79,1 15
.786
.10_ 781 776 Carbide Refusal at 23.0' 23.0' to 29.2', sl weath (ggn) 23 Hard, Light Uray, banded pranitic Gneiss, medium-grained 24.0', open joint, steep dip 25 ,- NX 27.8' to 28.0", med hd,dk gy hbn 81 gneiss, mod weatr 60 29.2' to 36.4', sev weath granitic gneiss
-J29.
30... 36.4' to 62.5', vsl weath (ggn) 766 42 35
- 761 39.2', joint, steep dip, mica coated 4o -
BflIRIO AhkP SAMPLING itKY A*TW D.13664 756 Page I of 3 COAX OflhLLINQ MCIO ASTM 0.61t) v-tNtrRATION 10 THE INUkMhI Or VLOW6 OF t40 LU, HAMMER TEST BORING RECORD FALLING 30 IN. AEOUIPED TO 0911V9I 1. IN. I.0. LAMPLKER q VORINa NO. SSF-6 1'ABLt, 14 Nm.
;I UNDIGTUI"B(O SAMPLE - YeAYTr MO0CK JOINT OWRLLED DATE 4-11-79 L=LOW 011P 0-0 RtOCK CORt MiCOVPIRY -%< vWAEI TAAL&. I HR Joe N- Oconee N IrAOAROPIN P~tONLOII OF' OYIILLINO WATER* .4 %4W DIP 3z0~-60, Standby Shutdown Facility R.Qt2. ROCX( QUALITY~ OFW.0aNArION 5 OTCEP DAP 60.-6*O
% a "r I m E F7. DmCnIPTION NIIIIhAAAK I 1.,
v . -Ul C-I--.iu * "021< Hard to Very Hard, Light Gray 40.95 to 41.1 ,med 'hd to hd,dk *f*, Granitic Gneiss, medium-grained 41.6' to 41.9' gy hbn gneiss, 45.21 to 46.2' s, weath 50.7' to 51 .3' 52.0' to 52.2' NX 52.5' to 52.7' A45 8-8 100 751
~~~449 50- 53.1' to 53.8', interlayered cr-gr ggn and hbn-bi gneiss 54.7', open joint,steel dip, mica NX coated 94 65, 575- 55.2' to 55.4'ý med hd hbn gneiss 74 1 55.6' to 55.7 57.9' to 59.2', small scale folding of hiotit 60 - 59,7' to 60.1l rich layers hd hbn gneiss,
-4 59 736 61.1' to 61.9 sev weath biotitt zone 6~. Y 62.5' to 66.7', sev weath (ggn)
Moderately Hard, Light to Medium NX 66.7' to 86.3', vsl weath to Gray, Biotite-rich Granitic Gnei $5, 95 unweath (ggn)
- 65. medium-grained 56 73-1-68. 8' to 68.2', biotite-rich 66,7' layer Hard to Very Hard, Light Gray, 69.2' to 70.2' hd,dk gy hbn Granitic Gneiss, medium-grained 74.6' to 74.8'1 gneiss, med-gr, 75.2' to 75.6'1 sl weath 70- ý-169.
7'2 6 76.4 , joint, steel dip, mica coated
,79.61 to 79.8', biot.ite-rich NX layer '.98 99 75- 721
'79.
80 SC'RING AND SAM4PLING LIKETS AA114 0-1164 771 6:ý Page 2 of '3 CORE DInILLING I4KCTO AOTU 0.1112 PC'tTRATION IS THCd NUMSftA OF 87-OWS Or IA0 LUR. HAP4MR TEST BORING RECORD 30 IN. A CQUIRED TO DAIVI IA IN. .0., SAMPLZR I! fALLINO SOSIIN NO. SSF-6 UNDISTURUID OA.4PLX ** WATIII TAGLIC. 24 Mrt. <J flOCK JOINT: DATC DRILLCO 4-1 1-79 5017, ROCK Cort, AtCOVISY -%.r_ WA'rR rAISLI. I NR. L=LOW DIP (>-30' Joe NO. Oconee N , ITANDAMD PENKTFATIONf.DI'Slt Of' OVIILLING WATtSt M =It oCIP 30'-60' Standby Shutdown Facility R.Q.t). ROCK OUA.L.ITY DFOICINAYION S =ITEErpDP 8-S-I l)O-
cr DD4 D V¢IPT ION FIZZ WIN1-. fL 9. MKM ARKIII
~5 0 v ! '~ - U A0 716 80.9' to 82.9' 82.4' to 83.1' pegmatite (quartz-4v- 84.2' to 85.1' Nx. feldspar-biotite) 00 '85.5, to 86.3' 97 82.,2' to 82.4', hbn gneiss 85-711 4-. 83.,' to 84.2', small scale fold, 86.
Coring Terminated at 86.3' ing of hbn gneiss and granitic gneiss 85.i' to 85.5', interlayered hbn 706 gneiss and granitic gneiss 701 ID0.. 696 691 110-
'686 681 1215 XCRORIG ANO OAM.PLINO k!KC71$ AOTW C.' L54 676 Page 3 of 3 CORr L3VIILLING MEETS A*TW 0-1%t2 FltNXTRAfl0N 10 THE HUMIJE 0BLOW@
Oft OF (AO LU,ý HAMME4R TEST BORING RECOREL r&{LItNG 30 IN. REOQlIRIL YO DRIVIE 1.4 IN. 1.0, tAMPLKIM I FT. QAINQ No. SSF-6 UmOlITUANIID 5AIA7LXK ==WTIR TABLE. ItA HM, 41 M~OCK .JOINT DATE D.,ILLI 4-11-79 L =LOW Dir 0--30 307 MOCK COE,~ RECOVERY --- sWATXIq TABLE. I MRN JOB No. Oconee N- TANDARD trEN'ThATION -4LOPS OF D,'1ILLtNdd WATER ~ = rE0 DIP. 30-40. Standby Shutdown Facility R.OJ). M~OCK OLALITNY OPFI01NATION = 1ITIKP DIP~ 40190
e a qW
%a Y~
'7. 0 L.M C V ITON Itilt MIN, ci.1V' I CIN Ali K 4
.AQ C 0
- I'~ mr'; -
796 5 79 1 106 15.
%781 20.-
776 f 25-26.2' to 35.6', mod to sl weath Car-bide 'Refusal at 26;.2;' .771 (ggn) 4.- Hard to Very Hard, Light Gray, -426. 33.5', open joint, steep dip Banded Granitic Gneiss, 36.7', joint, steep dip, mica medium-grained coated
- 30. - NX 51 7.
36.53' 3:7 .3 ' to 36.6' hd,,dk gy Ihb4n
'to 3715";! 'gneiýss, med-g~r,
,to 43 .: s-1 wea.th "434.
35 - 761 36.6' to 55.2', sl to vs] weath (g9n) 40 _ i NORlING AND SAM.PLINGO WITS APTW 0i1904 756 Page I of 3 COREC OnfLLING MICITr AOTM bO-IT13 PENETRATION If THE MIUMIIM 0F SLCW8 OW IA0 L2l. HAMlMIER TEST BORING RECORD FALLING 30 ON. REQUIRED TO ORIVI 1.4 IN. lb.0 SAMPLCR i Mr PORING NO. S S-SP-7 UNOISYTUMS(O SAMfLK-t--YAT9f TAMLX. 14 HR. RlOCK JOINT DATK OMILLID 4-9-79 L.=Low Dip o-3o0 O R OCK CORE RECOVERIY -%.C,s'WATtfR TAXLE. I NR. J M, Oconee N ETANOARO PCHICTRATION -4 LOPI OF OrIILLING WATTA = Ago DIP 30-60' Standby Shutdown Facilit,' n.0,0, MOCK QUALITY DOVIINATION =STEEP Dip 40-60'
como, VT. D0Ct l i"ION . %FZ .4t ILEI RRI~AARK a0 ~40 - - NX: 69
~
4n 45 46.6' to 478215 hd,dk gy hbn 48.3' to 48.5' gneiss NX 1100 88 50 -4 '49.2' to 50.4', interlayered hbn. gneiss and granitic gneiss 51.3' to 51.4' --- +53. 52.9' to 53.2' I hd, dk gy hbn 5.5- 53.8' to 54.01 gneiss Medium'Hard' Dark Gray Hornblende 54.7' to 54.9' Gneiss, medium-to coarse-grained 58.5' to 58.9' severely weathered qX '67. 0' to 67.3" 57.2' 9r6 72 Hard to Very Hard, Light Gray, Granitic Gneiss, medium-grained
- 60 -
6o.8' Very Hard, Light Gray Granitic Gneiss, coarse-grained, pegmatitic 7 in places 03. 6,5 -w Hard to Very Hard, Light Gray Granitic Gneiss, medium-grained N1X I:00 o.
.0 70_- Very Hard , Light Gray Granitic Gneiss, medium-to coarse-grained 72 75z5' NX:
77.5' to 80.8', hd,dk'gy, Slard to Very Hard, Dark Gray hbn gneiss, 77 LHornblende* Gneiss, medium to feldspar(?)
!coarse -grained with interlayered porphyroblasts Light Gray Granitic Gneiss ACIAINQ AND IA14PLINO k!IKTI AP1W 0.1904 716 Page 2 of 3, CORI DOnILLINQ WI'CTI ANTM D0.1113 prtETRA1tON 10 tI[ MUk4ER OF %LOWd OF 140 L;1. 'HA46,41R TEST BORING RECORE FALLINGO 0 IN. MKQUI C0 T0 O RIV " .4 I N, ID. %AMPLKRt I rF.
&optima No. SSF-7
< OCK JOINT UNIDrITUrItO GANP1PLK - WATIln TARLI, 104 Kn.
DATI DMI,.LLD 4-9-79 M ~OCK. CO C Mar-o~dY V - -WATtR TAILK, ¶ HA. L =LOW DIP o-sO, JOB NO. Oconee N sTANDAKO INI(TRATION .'cLOOS OFW DRILLING WATIC P. =WCO, D4to IP- 30*--,0* Standby Shutdown Fac ity R.OD. MOCK( QUJALITY DVfflONAYION SSI = alki'*l az.Dp*~0DI. slO.--tO"
cook k FTH % 6 TIMW D0C:F h"TION OUR WIN. CLIV. 80- Hard to Very Hard, Light Gray U*¸
- I i ...... H. * ,
- OU'., O :81.5' to68l.6'L bibtite-rich 71:6 to 83.3'J layers Hard to Very Hard, Light Gray .83.1' Granitic Gneiss, medium-grained 84,3' to 84.6, g 85.0' to 85.2 hbn gneiss NX 74 86.7' 71 1 Very Hard, Light Gray Granitic*
Gneiss, coarse-grained L 87.3*'3) 8.7".,6" joihts,steep dips, mica coa ted
. - 14 90- Coring Terminated at 89.1' Subhorizontal joints are parallel -189.
,to dominant fpliation and moderately close to closely spaced 95 -
701 100-gf 105_ 696 II0-ii. i:
*115-68'1 i,
120-BORING AND SAMPLIO V KKTS A.PTW 0.1064 676 Page 3 of 3 COf4C OPTILI.INQ WtI-TI A&TIM D.1131 PENKIMATION 16 THr. NUMSlKM Or BLOW4 OF 140 LID. HAMPMIR TEST BORING RECORD FALLING 30 IN. RrGU6REO YO DRIVI 1-4 IN. I,0. BAMPLMIR FT. BORIN,* NO SSF-7 P;.4UNDISTVA290 VAMPLX7 -WATrI1 TAOLC. 1A Mnf. ,41 .. 4-9-79 nOCK .iOINTi, OATIK DRIILL ROCIC CORI -%,C" WATKR TAXLI. MR. L=LOW DIP C-20' 1$17 RICOVINY "o. NO. Oconee N STANDARD PtNKT RATION .4L09141 OF' DnLLINO WATIER =Mgoý Dil- 30-4O' Standby Shutdown Facilit, R,10D. ROCX OUALITY 001.IDN0ATION = STIEVP DIP 11O-00
COpt K 7.T. D LMnflPTION
% & IW 0111 WdIN. ELKY. RKMAAK8
- n ~oD I
Th
.796 5--
786 2:0-- 78 1 776 It 25- Car-bide Refusal II I at 25-11I ' Hard, Light Gray, Banded Granitic 771 25.1' to 39.3", mod (99n) to sl wea th Gneiss, medium-grained NX 83 36
.27.1' to 27"3' 27.5' to 27.6' --- 12 5 30- 27.7' to 2' sf to mod hd, dk 766 gy hbn gneiss,
- 32. 0' to 32.1 334, sev weath 32.8' to 334.'
34,3* 34,1' to NX 62 35..- 7M-] 39.3' to 39.5 mod to.mod hd, 40.2' to 40.4' dk gy hbn gneiss,.
- 1 sI weath SORlING AND SAM PLING W.IZKTI A*TM 0.1554 756 Page I of 2 COREC 011ILLINO WE"$S ANY" 0-111D PEtWTAATION 10 TI4E NUMIKSA OP1 *LOW& OF 140 LV. NdNMrP TEST BORING RECORE frAL.LINO 30 IN. MIRKUIREO TO OAIV~f I.4 IN. I.D. GAMPLKUl I IT,
,OMNQ NO. SSF-7A 1JNDIRTURISFI 9AhdPLX _WA¶KR TABLE, 24 HNI. *< nO001 .JOIUc OATS ORILLXO I5017'o. SOCX. COttopy -LOSY%.-..*WATER TAXLK. I V4R. L =LOW DIP 0-30' Joe No, Oconee N .STANDARD rrVKTRAYIOH _;OS1_1,11O DIIILLINO WATIR A= WED.~ DIP 30-401 Standby Shutdown Facilit ROQD. RIOCKC OtALITY DFOICaNATION =STEEKP DIP 116-tDw
coo K OW171 % & TIM9 FT. D"1-ION PIZIC WNH tLKY. 1lIMAPRKIO *ao L - '4U~ u 1 40.8' to 41 .0 mod hd, dk gy h br 43.3' to 43.6 gneiss, sl to moc
- 46. 1' to 47 .0 weath
.NX 00o 93),
45ý 48.2' to 48.4', biotite-rich layer 49.7' to 50.0', hbn gneiss 52.3', joints, steep dip, mica coated. 49 50~- :NX 51.5' to 51.6', hbn gneiss 100 53.0 to 53.7, hbn-bi gneiss K95; At 53.0' the hbn gneiss layers is ofset 1/4 along a steeply dipping plane with several -453 5.s-: associated subparallel planes. The foliation is kinked or distorted between these planesý N:X 94, 82: .6r - 54.5' to 54.9', biotite-rich layer, mod weath Very Hard, Light Gray, Granitic Gneiss, coarse-grained, pegmatite in places (qtz-feld-bi) 55.7' to 56.3' mod hd, dk gy hbi 56.6' to 57.4' gneiss, sev to 63 s! weath 657
.66..3' 65.3' to 65.6', med-gr granitic Very Hard, Light Gray, Banded NX gneiss Granitic Gneiss, medium-grained 96 66.4' to 66.5' coarse-gr biotit 81.
69.5' to 70.2' rich zone, dis-rupted foliation 70ý.... 4-Coring Terminated at 71.9' Subhorizontal joints are parallel to foliation and are. moderately close to closely spaced. 80
-,.v ~ - -
50'pING AND SAMpLING MIETSK¶ A*P1W P-11114 716 Page 2 of 2 C0'Ir rtIILLING MCKTB AAPYM D-1*iI PfNtTRATION 10 THI HUU*IR 07 ZLOW4 0F '40 L2. RAUMCP TEST BORING RECORC rALLINO 10 IN. PICOUIFIED TO DKIVE 14 IN. [.0. CAMP-LICK I . NORINIG No. 5Ff11K UNDIGIJ01111CO GAJ1L1 'WATIC TAPLK. 14 RP. <I nOCK( JOIN4T: DATW DKILL2D 5-14-78 so)1 ,0RCK CO_),P ),Xr0VICR -%< WATICA TANLI.I X L=LOW DIP' 0-30' Joe No, Oconee N - sANOAIRO IENXTPtAYION LOP6 0F OTIILL.INO WATRA IM = "tdo. oir 30*-60 Standby Shutdown Facil it Q,0D. ROCK QUALI.TY DrSIONAYrI0N S = STXKP- DIP 60'-*C
C0"%,.
% 6Tm FT. 0" Y%I PT IO N 9(21 WIN. TL.KV ItIMAMAKI .
4Li,-- Carbide Refusal at 43.8' 43.8' to 63.8', vsl weath (ggn) 43, Hard, Light GrayfGranitic Uneiss, 45,4', open joint, steel dip 45 medium-grained 46.4' to 46.7', mod hd, dk gy hbn gneiss.
?7 NX 47.6', open joint, steep dip 47,8', fin-gr quartz vein 90 50 40.8' to 49.4', hd,. dk gy,
'hbn gneiss, feeldsparý('?)
po~rphy robl ast s 51.4' to 52.3', hbnh gnei.sS 55_ 52..8' to 52.9"bioti.te-ri' rch laye e 54.9' to 55.0'J sev -Weaýth 61 56.4' to 57.9', sev weath (ggn) NX 58.3' to 58.4, bi-hbn rich layer 60 81 61.0' to 63.1', med hd to hd, dk gy hbn gneiss, sev weath from 61.0' to 61.3' f 67.6' to 67.,8, ' ;3 65 68,6' to 68.7'( bi-hbn rich 70.7' to 70.8' layers 71,2' to 71.41) NX 1.00 74.,0 to 74 7.1 small scale folding of 70 biotite-rich layers 72.5' 80.0.' to 80.1', bi-hbn rich layer, steep Very Hard, Light Gray Granitic _---*3 Gneiss, coarse-grained, pegmati-tic dip 75_ in places, foliation not very distinct 100 Subhorizontal joints parallel NX to foliation are moderately 86 93 close to closely spaced. 80 Coring Terminated at 80,6' 30. I ..1W MOInHO AND @AMPtJ wt.t~v APTU 0.1004 Page I of I " coneI oniLLING MECT5 AdyM 0.11,; PENETPIATCON 19TIE4 NUMBIM Or IPLOW6 Or IAO 1.3. VNA"MMEF TEST BORING RECORD fALLtNG2 30 IN. REKQUIREDO TO OIRIV5 I.4 IN. 1.0, CAMPI..KA I PT. OMINa No0. SSF-8 UjNDIETURSUE 6A1JPLt- WYAT11M TABLX. 24 MR. -0 flOCK JOlMT: OATS ORILLID 4/17/79
'1ROCK CORt 1AICOVI(AY -.... ýWA~tMF TAALK. I MR. L =Low Dip c-so0 jog NO. Oconee N M = hICo. 010 30'-60.
BANO.'.D rEVNETPATION 14Q LOIIS6 OF' OIILLING WATIM Standby Shutdown Facility ROD.E. RtOCK QUALITY DraiONATIoNS 3i = *Tt[I* 7K rDir DI so'-s-@D i'-O
a crY* PT. H % & TIWIC bmsLrC IllIow SIZE WIN,11 C LKV, E AP KG R*M R 00 0 ,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 756 Page I of 1 CORE oflILLING WErVT ARTIA 04I111 PEItYMA71ON IG IM( NUL4StA 0f 9LOW* OF 140 LM. HAMIERA TEST BORING RECORLC VALLING 30 IN. MKOUIRED To DAIVr 1- 141IN .P. CAMPLER I PrT.
soRtiNO NO S-UMorsruptwro GAWPLT -'=VVATE1I TADLE. 14 HFR. < nOCK JOINT DATC DMILLXD .4/13/79 L =LOW DIP O--)0' 5+1 ROCK COME RECOVERY AE Y AALE. 1 HR. Joe NO. Oconee
=-4 Iiro. DIP y0-4-l N -STANDARD rINETRATION I 'LOftb OF OrIILLING WATIR Standby Shutdown Facdll t SIT09p. DIP 500--mo R.O.D. ROCK OUALITY 111.1IMMAYION}}