ML22019A122
| ML22019A122 | |
| Person / Time | |
|---|---|
| Site: | Oconee  |
| Issue date: | 01/07/2022 |
| From: | Duke Energy Carolinas |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22019A137 | List: |
| References | |
| RA-22-0002 | |
| Download: ML22019A122 (365) | |
Text
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Qpen Hole _in Uniform Material).~-'-**._._.*----~--~
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Ratio m=
ONS-GWPP 11/6/2007 GM-7R 56.7 to 60.3 60.3 ft 3.6 ft (Weathered Rock) 1838.41 cm 109.76 cm Performed by: Julie Petersen Time (sec} Head (cm} Permeability (cm/sec} Calculations 0 1728.23 60 1719.70 1.83E-05 d'. ln(2mL J for 120 180 1712.26 1705.52 l.61E-05 1.46E-05 Kh -- D -ln H1 1~> 1 4 240 1699.63 1.28E-05 8-L*(t2 -ti) H2 300 1693.72 l.29E-05 360 1688.66 1.l lE-05 Where:
420 1684.24 9.71E-06 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 1680.15 9.00E-06 H1 is the Piezometric Head for time; t = t1 (cm) 540 1675.37 1.06E-05 .H2 is the Piezometric Head for time; t = t2 (cm) 600 1671.10 9.45E-06 D is the Diameter of the Standpipe (cm) 900 1651.46 8.75E-06 d is the diameter of the Open Length (cm),
1200 1635.43 7.23E-06 m is the Transformation Ratio, Where 1500 1800 1620.91 1608.69 6.60E-06 5.61E-06 Im= .jK,,/ Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability 2400 1586.95 5.04E-06 L is the Open Length of Hole (cm) 3000 1565.85 4.96E-06
- 3600 1546.01 4.72E-06 MEAN PERMEABILITY (cm/sec) 9.SSE-06 Spreadsheet assumes 3" ID Pioe; NQ Hole, OD= 3" Graph ofFie;-ld_D_a_t_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head vs Time 1700.00 - t - - - - ' - . . . : , - - - - - - - - - - - - - - - - - - - - - - - - - - 1
]_ 1650.00 -------"ll~----------------l "Cl m 1600.00 - - - - - - - - - - - ' - " " " - - = - - - - - - - - - - - 1
- c 1500.00 -l-------~-------,-----~-----
0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
!CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
~Qpen Hole in U niform:Materia!)_ _ __
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Ratio m=
ONS-GWPP 11/5/2007 GM-7R 20.7 to 23.9 23.9 ft 3.2 ft (Soil/Saprolite) 728.66 cm 97.56 cm Performed by: Julie Petersen Time (sec} Head (cm) Permeabilih'. (cm/sec) Calculations
-ln( 2mL) 0 721.28 60 666.95 3.15E-04 d' for 120 180 622.56 586.83 2.77E-04 2.38E-04 Kh -- D *In H1 1~>4 1 240 557.50 2.06E-04 8-L*(t 2 -t) l H2 300 533.17 l.79E-04 360 513.63 l.50E-04 Where:
420 497.29 l.30E-04 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 483.57 1.12E-04 H1 is the Piezometric Head for time; t = t1 ( cm)
H2 is the Piezometric Head for time; t = t2 ( cm)
D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where lm= K1,/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
- MEAN PERMEABILITY (cm/sec) 2.0lE-04 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3" Graph ofFiel~d_D_a_t_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head vs Time 750.00 - , - - - - - - - - - - - - - - - - - - - - - - - ,
700.00 + - " - - - - - - - - - - - - - - - - - - - - - - !
- 650.00 + - - - - - ' - . . . . - - - - - - - - - - - - - - - - - - - I E
~ 6_00.00 + - - - - - ~ - . . . : , , - - - - - - - - - - - - - - - - - - - - 1 "Cl m 550.00 +-----------'--.;::--------------1
- c 500.00 + - - - - - - - - - - - - - : _ _ : : : : - - - - = = - - - - - - - I 450.00 -----------------------t 400.00 +--------,r----,------.-----,-------,------t 0 100 200 300 400 500 600 Time (sec)
,,,CALCULATION OF.PERMEABILITY BY THE FALLING HEAD METHOD '~.*,*' :*****E l j:Qpen__~ole in lJniform Mate._rial)~---------------------.,------~-
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Ratio m=
ONS-GWPP 11/6/2007 GM-7R
- 56. 7 to 65.3 ft bis 65,3 ft 8.6 ft (Weathered and Partially Weathered/Fractured Rock) 1990.85 cm 262.2 cm Performed by: Julie Petersen Time (sec) Head (cm) Permeabili!Y (cm/sec) Calculations 0 1913.87 60 1801.22 l.18E-04 d' *In(2mL) for 120 180 1745.49 1708.84 6.14E-05 4.14E-05 Kh -- D -ln H, 1~> 14 240 1682.74 3.00E-05 8-L*(t 2 -t) I H2 300 1663.81 2.21E-05 360 1650.00 1.63E-05 Where:
420 1640.67 l.1 lE-05 Kh is the Horizontal Coefficient of Permeability (cm/sec)
H1 is the Piezometric Head for time; t = t1 ( cm)
H2 is the Piezometric Head for time; t = t2 (cm)
D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where lm= K1,/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
- Graph of Field Data MEAN PERMEABILITY (cm/sec}
4.30E-05 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3" Head vs Time 1950.00 1900.00
~ 1850.00 E
~ 1800.00 "C
CII a, 1750.00 J:
1700.00 1650.00 1600.00 0 100 200 300 400 500 Time (sec)
Calculation of Permeability By The Rising Head Method Slug Test)
- Site Name:
Test Date:
Well Label:
Aquifer Thickness:
Screen Length:
Casing Radius:
ONS-GWPP 11 /1 4/2007 GM-7R 66.3 feet I0. feet I . Inches Effective Radius: 1.5 Inches Static Water Level: 8.7 feet Water Table to Screen Bottom: 61 .3 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 35 time and drawdown measurements Maximum head is 2.56 feet M inimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/14/07 GM-7R 1
Bouwe r and R ice paramete r A = 3 .8 Bouwe r and R ice parameter B = 0 .72 ln(Re/Rw) = 3 .872 125e+OOO Analysis starts at time 0 . Seconds Analysis e nds at time 10 . minutes 25 Measurements analyzed from 1 to 25 1 e--002 Hydraulic Conductivity = 1 .964e-004 cm/sec Transmissivity = 3.429 meters2/day 0 10 15 AdJusted Time (mmutes)
Analysis by Julie Petersen of S&ME, Inc. Ho IS 2 56 feel el O Seconds PERMEABILITY 1.96 x 10-4 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
GM-7R SS-10 48.9 to 50.4 ft bis Sample
Description:
M2: White and Brown, Micaceous, Silty, Coarse to Fine Sand (SM)
- ~ "
100% ~
90%
80% - ~
'b 70% ... C) 60% \ C
'iii U) ca 50% \. D.
....C 40%
30%
'\ \~
Cl)
E Cl)
D.
- -~"a 20%
10% V
... I 0%
100 10 *N 1 0.1 IO N
C0 0.01 0.001 C
Particle Size (mm) C ci ci
>2mm 2 mm - 0.0625 mm 0.0625.mm - 0.004 mm <0.004mm From Graph: % Gravel %Sand %Silt %Clay 4.3% 78.6% 14.1% 3.0%
Adjusted for 0% 82% 15% 3%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-_7_R_ __ ,;, 11111 Boring Depth: 48.9 to 50.4 ft bis ---;---
1.im* 11t PfllMI -.p1*l*11ic , 111id
/,u,.n*,1/ I ,wtl \ n1 1rt c*m
% Sand: 82% P,uiid1 1 .. Ill' *mnu
~.11111 .!-ll.'111~ I Sill ll.llh~.r-11.llll4
% Silt: 15% Cl,11* ** ll.11114
% Clay: _;;_3°_1/o_ __
Estimated Specific Yield: 30%
Sill s, .c (perccnll FIGURE 4.11 Textural cl<1ssification triangle for unconsolid<1ted materials showing lhc rel,1tion between particle size and specific yield. Source: A. I. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
49j===--+.:==:--!-------------.:._____
40 , - - - fORO:Sl'r'Y- - - - - - - - - - - - - -
' . I 3~ ' , I l JO - - - - l\- - - - I - - - -
~ ~ '\ Sf'EI:IF1C nao 11::1 i? '
I I
1,1 I
__ ., . ,/ I ,I .
SPECIFIC IIET£NTICH a
~
iit cj
?c d
-I d
11'1
~
~
..1
...=
ILi 3!i e~
- a
,~ er:
- ~
ILIW 2 _,
Ii ii 16,fi !isI~ ~s c!a:~i ufSJi
- ,~
~,c uc.:i t2
~
Estimated Porosity: __4=2;..;.~;;_o_
- Variation or Porosity, Specific Yleld, and Specmc Retention with Grain Size (after Bear, _1972)
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-7R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-6 Depth:
28.9 to 30.4 ft bis Ml: Brown and White, Silty, Coarse to Fine Sand (SM) 100% -
~
90%
"' I, 80%
70%
I\
\ CJ C
'iii 60%
VI 111 a.
50% ....C a,
40% I:?
30% \. a.
a,
~
20%
~- ~
10%
- -- ~-
0%
A 100 10 1 0.1 ID 0.01 0.001 N N U) g 0
Particle Size (mm) C!
0 c:i
>2mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel %Sand % Silt %Clay 3.6% 78.4% 15.6% 2.4%
Adjusted for 0% 81% 16% 2%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS
- S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-7_R_ __ .., 11111 EXl'l.,\:-.MI< l:-.
- Boring Depth: 28.9 to 30.4 ft bis ---,---
1.irn* nt 1~1u,1I -.1wt"ith: \ 11*id lnt,*t\\ll I .iml 'i ;11w 11m
% Sand: 81% P11r1ir-h 1 .. 11.l' -1111111
,,uul .!-11.1111..!i Sill O.IJhJ."Hl,lltl-l C:l,11* ** 11.1i114
% Silt: 16%
% Clay: _2_o/c_o_ _
Estimated Specific Yield: 30%
t-~:;,;,,..,.,...c;:;~~~;;;:;:;,.,..L,..m,-,..,.-,-l,.,;;;;,,.,.,..4,n-..\-,...,.....J~~..-l-r.~~~~..4,...,:,.,::,..;.,. ti Silt ~1,:e (pcrceno FIGURE 4.11 Textural classification triangle for unconsolidated materials showing the relation between particle size and specific yield. Source: A. I. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
CD 2 SPECIFIC IIETEHT>CH 3
-I I
0
~i 1~
- I_,
~
wl IS d Ii ;1 3i e~ I~ 1'1j
~"'
j; -'
l&IW
- ,
- ; I~
- I~
~c c!a: u5 ~
?c
~
?;
d ia:
- z: :a II.I
~
~
~
'""fi ~fS ~f! u~
Estimated Porosity: __4=2'-'-o/c-'-o_
- Variation of Porosity, Specific Yleld, and Specific Retention with Grain Size (after Bear0 _1972)
~-------------
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-7R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-11 Depth:
53.9 to 55.4 ft bis M2: Green and White, Silty, Medium to Fine Sand (SM) 100%
-- -- -- -- -- ~
90%
II.I',
80%
c:.\
70%
CJ C
60% "iii
~
1/)
I'll ll.
50% - ....C 40%
\ Ill CJ
!!i-,. Ill ll.
30%
~~
20%
... r--,.._
10%
l!o.""
I "'e ~
0%
A 100 10 N 1 0.1 U) 0.01 0.001 N
CD ~
0 Particle Size (mm) 0 ci ci
>2mm 2 mm-0.0625 mm 0.0625 mm - 0.004 mm <0.004mm From Graph: % Gravel %Sand % Silt %Clay 0.9% 66.5% 27.9% 4.7%
Adjusted for 0% 67% 28% 5%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix IL Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-_7_R_ __
EXl'l.1\:-..,\m l:S.
- Boring Depth: 53.9 to 55.4 ft bls ---,---
1.ilw nt 1iqu,1I ... p1*c11h: \ u*id
/1111'(\',II I ,Jllf/ ; ;H 1fl't11H
% Sand: 67% P.u1idr* ..,.,.,, *1111111
,.,ml .!-l).llh2 'i Sill II.Ill,~ ;...11,11114 Cl,w ,*11.11114
% Silt: 28%
% Clay: __5_%_ __
Estimated Specific Yield: 24%
Si II s1,:e (percent)
FIGURE 4.11 Textllral classification triangle for unconsolidated materials showing the rel,1tion between particle size and specific yield. Source: A. I. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
I
.I .
-_.,,..,,/ I SPECIFIC IIETEHTr::N
~
0 d
~
liS le
-I !
d Ill
~
~
w
- i:
ii:
3i e~
- a
,~ 11 ii a:
~
l&IW Ji ii ~~ Ji
""fi ~fi 213 c!a: uU ufS
~
~
Estimated Porosity: __4"'""3;....;'3/4..;;..o_
- Variation of Porosity, Specific Yleld, and Specmc Retention with Grain Size (after Bear, _1972)
5&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726
- 1. BORING AND SAMPLING IS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 IN. lD . SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-8 Location: Seneca, SC Number: 1264-07-234 Sheet No. 1 of 2 Boring Depth (ft): 45.0 I Elevation (ft): 777.9 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 10/10/07 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 35.15 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100
~
- ~ PRE-DUG HOLE FOR UTILITY CLEARANCE
~
!- - oc 00
!- - ~xx I
w
>t?-N
'-775 -
~
- >O ><
I; I
- 5 >< (X
- :> >O >(
- - X:i'.x~ FILL (F): Brown, Micaceous, Silty, Clayey, SAND I
-770 -
I
- >(>'.)~
)0(
- 10
§ II
-D
- )
~)
~165
!- >000
~
IN',?';
I
~~
15-
'- -D
>00 >O
!- w v
~ I\
~160 - 0
~
- - ~
~
I QX ,(_
- 20
- I~
?< ><:
FILL (F): Reddish-Brown, Silty, CLAY II ~
- ><><> X
.-755 -
0 z - -
~
(') - -
- 5 -
~
25
<(
(')
- -2
§ !-
en z !-
0 0
w 1~750
' 1-- '
I I I I
"'w 6
... : .... SOIL/SAPROLITE (Ml): Brown, Micaceous, Silty, .*~.--* ,,
[rl ! - 30- .... :.-. -:-.*:*:: SAND 1 II-- 1 I 1 1
- . *::iE,::,
__J I I J-- I I
~ /. *E .*.
- 1 1!--1 I 1 1
- :. ,,t-- '* I I t-- I
'* 1
- \::-".t:
I I= I I g !--745 1' 1-- ,.
(')
- .... :. ,, ,1-- ,, ,
,*,j:::,*,
z !-
- \','~ ',*,*
ii:
0 CD
- ::** (*:*.-.. /, *t= /1 I
S&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726 J. BORING AND SAMPLING IS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF*
ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 141N JD SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-8 Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft): 45.0 I Elevation (ft): 777.9 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 10/10/07 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 35.15 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Constructiao 0 50 100 I- - ...... .
I- - ,*
I-1-740
-* =.-*.
40- .:. *. * .. SOIL/SAPROLITE (Ml): White and Brown, Micaceous, *=:
- =*. *:. *.. Silty, Medium to Fine .. -- . " *.
SAND With Mafic-Rich Rock FragmentsFrom39.70ftto39.80ftbls
. *=.
. =:
- *,*** .. =.---
~735 I-45--l::__t...:...L.:...j__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _l---+,__:___,_-....:.-..:..*+--+-+--+--+-t---t--+----ll--+--+----t-t Lithologic Descriptions Obtained From GM-SR Boring Terminated at 45.00 ft bis
<0 Q
"'~
I-0
(!)
0 z
~
(!)
- i
~
(!)
(!)
0
...J Cf) z 0
I 0
w 0::
w 6u w
0::
...J
...J
~
I I-
~
(!)
0
...J
(!)
z ii:
0
!D
COMPLETION REPORT OF WELL No. GM-8 Sheet 1 of 2 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 35.15 ft bis LATITUDE: 34°47'38.984" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'48.224" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION: 777.73 DATE DRILLED: 10/10/07 DATUM: MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
-I I-~ z ~~
0 UJ WELL CONSTRUCTION DETAILS DESCRIPTION CD I
1-~ DETAILS fu :E, (.9 >s
~
>- fu :E, 0 UJ
-I UJ
-I UJ Cl) 0 PROTECTIVE CASING 0.00 GS 777.94 Diameter:
0 PRE-DUG HOLE Type:
FOR UTILITY Interval:
CLEARANCE RISER CASING Diameter: 2" 5
Type: Sch. 40 PVC FILL (F): Brown, Interval: 0 to 28.06 ft bis Micaceous, Silty, Clayey, SAND GROUT Type: Neat Cement 10 Interval: 0 to 26 ft bis SEAL Type: Bentonite Interval: 26 to 28 ft bis 15 FILTERPACK Type: . #1 Silica Sand Interval: 28 to 45 ft bis
~F=..IL"L'(""F)-:-----f~)Q-Z0 Reddish-Brown, Silty, SCREEN CLAY Diameter: 2" Type: 0.010 Slotted PVC Interval: 28.06 to 43.06 ft bis 25 26.00 751.94 ti (9
.en,~------==
ui
- 28.00 749.94 LEGEND
~ SOIUSAPROLITE
- ._.*.:* :- 30 FILTER PACK TOG TOP OF CASING C! (M1): Brown, GS GROUND SURFACE g Micaceous, Silty, .: . BENTONITE BS BENTONITE SEAL
~ SAND z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN w ~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN 0:: *.-** .-.-. TD TOTAL DEPTH
~ STATIC WATER LEVEL
~1--------L.,**.J.:.***.1.**..:L:._ _J..!-!..:_.i.,_....1,.!.-!..:_,I___ _L__ _L__
CG CEMENT GROUT
__J:___ _ _ _ _ _ _ _ _....,:_::____:_=:::..:..:......:..:.......::....::....:__ _--1 0::
- SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 COMPLETION REPORT OF WELL No. GM-8 Sheet 1 of 2
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 777 .9 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
....J I-~ z 0 w ~,-:,
DESCRIPTION ca I
1-~ DETAILS fus (9 >:E, WELL CONSTRUCTION DETAILS
~ w w
>- 0fus 0 ....J ....J CJ) w (See Page 1)
SOIUSAPROLITE (M1): Brown, Micaceous, Silty, SAND (continued} :.*.. .
SOIUSAPROLITE -:**.\*;* 40 (M1): White and . :* *.
Brown, Micaceous, Silty, Medium to Fine *.-_-..-.-. 735.28 SAND With **. 734.88 Mafic-Rich Rock *:* .::" _::
Fragments From 39.70 :. -: . : 732.94 ft to 39.80 ft bis ,,.,_~~ -45 I
ti
(!)
~ LEGEND o!S
(/)
fu FILTER PACK TOC TOP OF CASING c,g BENTONITE GS GROUND SURFACE BS BENTONITE SEAL
~ ~ CEMENT GROUT ~:c ~~~~F~~i~EN
@ ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN a:: TD TOTAL DEPTH
§1----------'---"----'----~--~-"---~-Y.- __ s_TA_T_1_c_w_A_T_E_R_L_E_V_E_L_ _C_G__C_E_M_E_N_T_G_R_O_UT w
a::
...J
~a::~t-
C-O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F----1
°
~
SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-8 Sheet 2 of 2
Calculation of Permeability By The Rising Head Method
- (Slug T_es_t,_
Site Na me:
Test Date:
Well Label:
Aquifer Thickness:
) --~--
ONS-GWPP 1/15/200 8 GM-8 12.9 1 feet Screen Length: 15. feet Casing Radius: I. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 35 .15 feet Water Table to Screen Bottom : 7.9 1 fee t Anisotropy Ratio: I Time Adj ustment: 0. Seconds Test starts with tri al 0 There are 36 time and drawdown measurements Maximum head is 2.946 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 01/15/2008 GM-8 1
Bouwe r and Rice parameter A = 2.41 5 0 Bouwer and R ice parameter B = 0 .4593 ln(Re/Rw ) = 2 .620489e+000 0 Gravel Pa ck Porosity: = 30 . %
Co rrected C asing Radius: = 1.844 Inches Analysis starts at time 30 . Seconds Analysis ends at time 1.3 minutes 0 8 Measurements analyzed from 10 to 17 2 Points not plotted beca use head ratio <= 0 .0 These points are not included in the analys is 0 01 0
1 IHl02 0
0 0 0 0 0 Hydraulic Conductivity = 4 .744e-003 cm/sec Trans missivity = 16 . 13 meters 2/day 0 0 2 3 4 Adjusted nme (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 2 946 feet at 0. Seconds PERMEABILITY
- 4. 74 x 10-3 cm/sec
S&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726 J. BORING AND SAMPLING IS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 JN. REQUIRED TO ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 IN. 1.D. SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-SR Location: Seneca, SC Number: 1264-07-234 Sheet No. 1 of 3 Boring Depth (ft): 82.1 I Elevation (ft): 778.2 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 10/2/07 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 34.96 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100
~~
PRE-DUG HOLE FOR UTILITY CLEARANCE:
I--
FILL II
~
~
~775 5-
~~
I 0,.
o >QQv V"s,V FILL (F): Brown, Micaceous, Silty, Clayey, SAND
~
~i 0
~770 I
- 16 \
I--
~ l----+++--~-.....+-+---+-----1
~I
- -765
~~
I ~
0 11' l------+l---+--+-----+--+--+--
1--760 2
0 ~ FILL (F): Reddish-Brown, Silty, CLAY 11II @14 ,,
~-+---+-----+-+--+-+--+-I
!~~5 ~ ~ ~
[
~~
~
~ ~
I @l--1-9+-+l---+---l--+--f-----4-1--+---l 16w,t: 750 ~>,~
s SOIL/SAPROLITE (Ml): Brown, Micaceous, Silty,
~ ~ ~~~ ~ 12 I
~=- -
30-=. * ::: :-:* SAND ~ ;~ , ~~---+--+----+-t--+---i
~L- - ... :*
I~ - .-:"- :::*::::
l~L:_74-5___J__-__J~L:..:..:::L..:...;i!...:..:.;;L.__ _ _ _ _ _ _ _ _ _ _J.--.i..:..;1'1.......l..:..l):l....,l...l...;;~_,__15--'--'-J.____.___,___,__.....___............___.__,
S&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726
- 1. BORING AND SAMPLING JS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THE NUMBER OF ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1 4 JN. l.D SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-8R Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 3 Boring Depth (ft): 82.1 I Elevation (ft): 778.2 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 10/2/07 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 34.96 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100 I-
-** ..... I 1--740 - *... :-:
I-I-
40- : . *. * *.: SOIL/SAPROLITE (Ml): White and Brown, Micaceous, I- - * * ** * *. *. Silty, Medium to Fine SAND With Mafic-Rich Rock I-
- . :: *
- Fragments From 39.70 ft to 39.80 ft bis I-1--735 . ..
- -:** ~- -*
I-45-:,. ....
I-I-
1--730 I- - ~~\ \ \ WEATHERED ROCK (M2): When Sampled Becomes
- ~ \ \\ Black and White, Micaceous, Silty, Medium to Fine I- 50- :. :. *.: ,SAND I I-
=\ :*.. :**: SOIL/SAPROLITE (Ml): White and Brown, Mlcaceous,
_ * * *.: Silty, Medium to Fine SAND I-I-
55-:: *....
CX)
~= -
~I-ti - * , ...
C!) - - :* **, ..
- -720 -
Z-
~- \i WEATHERED ROCK (M2): When Sampled Becomes White and Brown, Micaceous, Silty, Medium to Fine >> It
~-- 60-
- ~
i
\\~ SAND
~ ~
0..-
C!)
0-g f- Roller Cone Refusal at 62.10 ft bis
(/)
z - -V/) SOUND ROCK (D): Medium-Grained GRANITIC o-
@1-715 -1//) GNEISS; Moderately Fractured, Horizontal and Low 11/!lll 0::- -~~~<;_~h\Angle Joints With Slight to No Staining f" :=
§: ~ SOUND ROCK (D): Coarse-Grained, Porphyritic,
- =
- =
w o::- 6 5 - ~ BIOTITE HORNBLENDE GNEISS Moderately :=
- _ ~ Fractured, Low Angle Joints With No Staining
~- :=
- =
~='-
I-g ~
-tnl/.. ..
- =
- =
~
~::
_ 71 o
-1/1/2:
- _ : . :- ~
/*
- SOUND ROCK (D): Medium-Grained GRANITIC GNEISS With Intermittent Medium-Grained BIOTITE HORNBLENDE GNEISS Moderately
- =
- =
- =
mL__ _...L_ __.LC.....:...C....:.../.L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _---1_...1-_._1--1----1...LL1--'--....1...---1_._ ......__.__..__...1-__,____,
SIME S&ME,Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726 J. BORING AND SAMPLING JS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THENUMBER OF ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 IN. I.D SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-SR Location: Seneca, SC Number: 1264-07-234 Sheet No. 3 of 3 Boring Depth (ft): 82.1 I Elevation (ft): 778.2 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 10/2/07 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 34.96 ft bis Drilling Method: 41/4" H.S.A.
Elev. Well Penetration Resistance (Blows/Foot)
Dep th Lith- Material Description (Feet) (Feet) ology Construction 0 50 100 I-1-- -V/) Fractured, Horizontal and Low Angle Joints With No t:::
~ V /) Staining I-t:
I- t:::
I-I t:::
~
~705 I-
~
I-I-
~
~
I-I-
~
1--700 I-
~
~
I-1--
~
~
Boring Terminated at 82.07 ft bis a,
Q
~
l:i(!)
0 z
~
I
(!)
- 5 a.
(!)
(!)
0
..J
(/)
z 0
I D
w 0::
w eiu w
0::
..J
..J
~
I I-
~
(!)
0
..J
(!)
?;
0::
0 a,
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Core Location: GM-SR 62 71 Hori1..0ntal Fractures, No Stai nin.f.:
Contact Intact - Fine Grained to COMsc Grained Honzontal Fracture, Slight Staimnp 63 72 Contact Not Intact - Coarse Gramed to Fine Grained End of Run #2 . REC - 99 4%, RQD - 94.4%
End of Run #3, REC - 100%, RQD
- I 003/4 Contnct Intact - Fine Grained to Coarse Grained Hori1..0ntal Fractures, No Staining
--t---i 64 73 Horiwntal Fracture. No Stainin,2 65 74 Cont.act Intact Hori1.0ntal Fracture, No St111ning Contact Intact 66 75
- 67 End of Run # 1, REC. 67% , RQD - 42 6%
Contact Intact - Coarse Grained to Fine Gramed 76 EXPLA 'ATION Contact Intact 68 77 s
Concrete End of Run #4, REC - 98 8%, RQD - 98.8%
Granitic Gneiss 69 Contact Intact 78 Biotite Hornblende Honzontal Fractures, No Staining Gneiss Contact Intact Horizontal fracture , Flakv Biotite in Fracture Contact Intact ~
Core Loss 70 79 Homontal Fractures, No StaminJ;:
Fracture End of Run Contact
- - Healed Joint Hom.ontal Fracture, No Stammg 71 80
- Page I of2
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project
- S&ME Project No: 1264-07-234 Core Location: GM-SR 80 81 Horizontal Fracture, No Staining 82 End of Run #5 , REC - !00%, RQD - 93.9"/4 Coring Terminated at 82.07 fl bis 83 EXPLANATION
[ill Concrete Granitic Gneiss Biotite Hornblende Gneiss Core Loss Fracture End of Run Contact
- - Healed Joint
- Page 2 of2
Sheet 1 of 3 COMPLETION REPORT OF WELL No. GM-8R PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 34.96 ft bis LATITUDE: 34°47'38.055" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'48.055" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION: 777.99 DATUM: MSL DATE DRILLED: 10/2/07 LOGGED BY: Scott Dacus STRATA z WELL I 0 0
_J 1-~ zUJ ~--:-
0 DETAILS WELL CONSTRUCTION DETAILS DESCRIPTION co I
1-~ fus (9 >E,
~ UJ
>- fus 0 _J UJ
_J UJ en 0 PROTECTIVE CASING 0.00 GS 778.18 Diameter:
t-;P""R::-::E:--;-D""'U""'"'G"""'H,..,,O=Lc-:E=------,b='7cl-- 0 Type:
FOR UTILITY Interval:
CLEARANCE: FILL RISER CASING Diameter: 2" 5
Type: Sch. 40 PVC FILL (F): Brown, Interval: 0 to 63.61 ft bis Micaceous, Silty, Clayey, SAND GROUT Type: Neat Cement 10 Interval: 0 to 61 ft bis SEAL Type: K-packer Interval: 63.03 to 63.23 ft bis 15 FILTERPACK Type:
Interval:
~F""IL"L'(""'F)c:--:----OO~Z0 Reddish-Brown, Silty, SCREEN CLAY Diameter: 2" Type: 0.010 Slotted PVC Interval: 63.61 to 73.61 ft bis
!:i(9 ui
- LEGEND cn....,,__,,~--~-----ll<='l'l
~ SOIUSAPROLITE FILTER PACK TOG TOP OF CASING
~ (M1): Brown, GS GROUND SURFACE 8 Micaceous, Silty, . . BENTONITE
,;; SAND ....
BS BENTONITE SEAL z ~ CEMENT GROUT FP FILTER PACK 0 *.. *::* ::- TSC TOP OF SCREEN 0
w
~ CUTTINGS I BACKFILL BSC BOTTOM OF SCREEN
~ *.-_**.-: TD TOTAL DEPTH
~ STATIC WATER LEVEL
&l' _ _ _ _ _ _ _w..L..,...__,_
0 *.. *.: :. _ __._,..,..,_,........,_._,~..____ _,___ _,___ __._ _ _ _ _ _ _ _ _ _ _ CG_ _ CEMENT
___ GROUT
_ _ _ _- - 1 (l'.
- SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 COMPLETION REPORT OF WELL No. GM-SR Sheet 1 of 3
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 778.2 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRAlA z WELL I 0 0
...J I-~ zUJ 0 I DETAILS ~'c WELL CONSTRUCTION DETAILS DESCRIPTION Ill 1-~ fus (9 >:E.
- a: fus 0 UJ UJ rn 0
...J ...J UJ (See Page 1) l-=,..,.,.-,=-:-==-=,--,=--,.....,.-;-1-35 SOIL/SAPROLITE -:*: \ *;:
(M1): Brown, . .-* ..
Micaceous, Silty, SAND (continued)
SOIL/SAPROLITE : *: .'* 40 (M1): White and *._:::* :**
Brown, Micaceous, * : **
Silty, Medium to Fine *, * *
- SAND With -: : t:
Mafic-Rich Rock Fragments From 39.70 ft to 39.80 ft bis -: :-. : *:. 45 WEATHERED ROCK (M2): When Sampled Becomes Black and -:':-.\*;*_ 50 White, Micaceous, . . .
Silty, Medium to Fine :. *:. ,:
AND *
- 1
"'s=o=1u-::s""A=P=R=o,.,...L=1T=E-~ 1-:': .\ * ;:
(M1): White and * :* **
Brown, Mlcaceous, ** : * .
Silty, Medium to Fine ( \ ; : 55 SAND * .* *.
WEATHERED ROCK (M2): When Sampled Becomes White and Brown, Micaceous, 61.00 717.18 Silty, Medium to Fine SAND 63.03 715.15 SOUND ROCK (D):
Medium-Grained 63.23 714.95 GRANITIC GNEISS 63.61 714.57 Moderately Fractured, Horizontal and Low ngle Joints With light to No Staining ro SOUND ROCK (D):
~ Coarse-Grained,
~ Porphyritic, BIOTITE ti HORNBLENDE
~ GNEISS;
~ Moderately Fractured, LEGEND cl5 Low Angle Joints With 73.11 705.07
~ No Staining
~ SOUND ROCK (D): GS GROUND SURFACE g Medium-Grained BENTONITE BS BENTONITE SEAL 702.57
~ GRANITIC GNEISS ~ CEMENT GROUT FP FILTER PACK o With Intermittent TSC TOP OF SCREEN
@ Medium-Grained ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN ffi BIOTITE ~ STATIC WATER LEVEL TD TOTAL DEPTH
~ HORNBLENDE CG CEMENT GROUT n:
...J
~--=----------------------C-O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F-----1 SIME ENGINEERING
- TESTING ENVIRONMENrAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-BR Sheet 2 of3
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 778.2 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
...J 1-~ zw ~~
0 I DETAILS WELL CONSTRUCTION DETAILS DESCRIPTION OJ 1-~ 8J0 5 (9 w
~5 w
~
>- 8J$ ...J ...J w
CJ) 0 (See Page 1)
GNEISS; Moderately Fractured, 80 Horizontal and Low ngle Joints With No 82.07 696.11 taining SOUND ROCK (D):
Coarse-Grained, Porphyritic, BIOTITE HORNBLENDE GNEISS; Unfractured Medium-Grained GRANITIC GNEISS 1th Intermittent Medium-Grained BIOTITE HORNBLENDE GNEISS; Moderately Fractured, Horizontal and Low ngle Joints With No taining (continued)
- il f-0
(!)
ui
- . LEGEND
"'en
~
(!)
FILTER PACK TOC TOP OF CASING GS GROUND SURFACE ci 0
...J BENTONITE BS BENTONITE SEAL en z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN 0::
w TD TOTAL DEPTH
> ~ STATIC WATER LEVEL CG CEMENT GROUT 0
(.)
w 0::
...J
...J
~ COMPLETION REPORT OF
(!)
z ii'.
0 f-z 0
SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-SR Sheet 3 of 3
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-8R Sample o:
Depth (ft-bis): 6 - 7.5 Blow Count: 2*3 *6 Sample No: 2 Depth (ft-bis): 8.3 - 9.8 Blow Count: 5 *8*8 Sample No: 3 Depth (ft-bis): 13.3 - 14.8 Blow Count: 4*5 *6
- Sample No: 4 Depth (ft-bis): 18.3 - 19.8 Blow Count: 3*6*8 Sample No: 5 Depth (ft-bis): 23.3 - 24.8 Blow Count: 4*8
- 11 Sample No: 6 Depth (ft-bis): 28.3 - 29.8 Blow Count: 4*4 *8
- Page I of2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-SR Sample No: 7 Depth (ft-bis): 33.3 - 34.8 Blow Count: 2
- 2
- 13 Sample No: 8 Depth (ft-bis): 38.3 - 39.8 Blow Count: 2 *3 *4 Sample No: 9 Depth (ft-bis): 43.3 - 44.8 Blow Count: 7*9*11
- Sample No:
Depth (ft-bis):
10 48.3 - 49.8 Blow Count: 21
- 50/3 Sample No: 11 Depth (ft-bis): 53.3 - 54.8 Blow Count: 12
- 32
- 44 Sample No: 12 Depth (ft-bis): 58.3 - 59.8 Blow Count: 16
- 17
- 50/4
- Page 2 of2
ROCK CORE PICTURES Oconee uclear Station - Groundwater Protection Project
&&ME S&ME Project No: 1264-07-234 Core Location: GM-SR CLASSIFICATION:
- 62. 1O' to 63 .65': Medium-Grained Granitic Gneiss 63.65' to 67.60' : Coarse-Grained Biotite Hornblende Gneiss 67.60' to 71 .45 ': Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss 71.45' to 72.20': Coarse-Grained Biotite Hornblende Gneiss
- 72.20' to 82.07': Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss Page 1 of 1
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Ratio m=
ONS-GWPP 10/3/2007 GM-SR 62.l' to 67.1' 67.1 ft 5 ft (Sound Rock) 2045.73 cm 152.44 cm Performed by: Scott Dacus Time (sec) Head (cm) Permeability (cm/sec) Calculations 0 899.63 60 867.23 l.07E-04 d2 -ln(2mL) 120 180 839.79 815.03 9.41E-05 8.76E-05
_ _ _D __ - ln H1 for 240 792.13 8.34E-05 8-L-(t 2 -ti) H2 300 770.82 7.98E-05 360 751.07 7.60E-05 Where:
420 732.77 7.22E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 715.70 6.90E-05 H, is the Piezometric Head for time; t = t1 ( cm) 540 699.76 6.60E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 684.88 6.29E-05 D is the Diameter of the Standpipe (cm) 900 623.02 5.54E-05 d is the diameter of the Open Length (cm),
1200 576.77 4.52E-05 m is the Transformation Ratio, Where 1500 541.77 3.67E-05 Im = -J K1, / K I v Kh is the Horizontal Permeability 1800 515.06 2.96E-05 - - Kv is the Vertical Permeability L is the Open Length of Hole (cm)
- MEAN PERMEABILITY (cm/sec) 6.90E-05 S readsheet assumes 3" ID Pi e; NQ Hole, OD= 3" Graph of Fielrd_D_at_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Head vs Time 1000.00 900.00 800.00 E
~
"C 700.00 ra CII J: 600.00 500.00 400.00 0 500 1000 1500 2000 Time (sec)
-cA~ciT:~i\t1oj]>F PJ]:~~rbJr~1tv._llY/i'HE,f~i~~}1EAD ,~~HOU'.,* .. ,~*_;: . ' ,,JJJ r.(Qifen Hofe:iit U:i;iffor~-Majer:il!D: \ ,, -* . :;. , ~ ...: . :':.*; -~- .. ~-~-- .,;1,;c ~-_..:, -- . .c. _c.,__ * . *.
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Ratio m=
ONS-GWPP 10/9/2007 GM-SR 4l'to45' 45 ft 4 ft (Soil/Saprolite) 1371.95 cm 121.95 cm Performed by: Scott Dacus Time (sec) Head (cm) Permeability (cm/sec) Calculations
-ln( 2mL) 0 601.68 60 551.92 2.97E-04 2 d for 120 180 513.78 483.69 2.46E-04 2.08E-04 Kh - D *In Hi 1~> 1 4 240 459.45 1.77E-04 8
- L * (t 2 - ti} H2 300 438.26 1.62E-04 360 419.48 UIE-04 Where:
420 401.77 1.48E-04 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 384.24 l.53E-04 H1 is the Piezometric Head for time; t = t1 (cm) 540 366.86 l.59E-04 H2 is the Piezometric Head for time; t = ti (cm) 600 350.09 L61E-04 D is the Diameter of the Standpipe (cm) 900 277.32 1.60E-04 d is the diameter of the Open Length (cm),
1200 226.68 l.39E-04 m is the Transformation Ratio, Where 1500 193.99 1.07E-04 lm= Kh/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
- MEAN PERMEABILITY (cm/sec) 1.74E-04 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3"
- Graph ofFiel~d_D_at_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____
Head vs Time E soo.oo tJ
- 400.00 + - - - - - - - - ' ~ . . . . . - - - - - - - - - - - - - - - - 1 Ill II)
- C 300.00 + - - - - - - - - - - " " ' " - - . ; : : - . , - - - - - - - - - - - 1 200.00 +---------------~::::::::=-...--!
100.00 +-----,-----,---.,..-----,.---,----,--------,-----1 0 200 400 600 800 1000 1200 1400 1600 Time (sec)
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Ratio m=
ONS-GWPP 10/3/2007 GM-SR 62.1' to 72.1' 72.1 ft 10 ft (Sound Rock) 2198.17 cm 304.88 cm Performed by: Scott Dacus Time (sec} Head (cm} Permeability (cm/sec} Calculations
-ln( 2mL) 0 965.79 60 900.55 l.22E-04 d' for 120 180 845.95 800.06 l.09E-04 9.70E-05 Kh -- D *In H1 1~>4 1 240 761.01 8.70E-05 8-L*(t 2 -t) I H2 300 727.38 7.86E-05 360 698.32 7.09E-05 Where:
420 673.08 6.40E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 651.01 5.80E-05 H1 is the Piezometric Head for time; t = t1 (cm) 540 631.77 5.22E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 614.97 4.69E-05 D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where lm= K1i/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
- MEAN PERMEABILITY (cm/sec) 7.85E-05 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3" Graph of Fiel~d_D_a_t_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head vs Time 1050.00 950.00 850.00 E
~
"C 750.00 cu Cl)
J: 650.00 550.00 450.00 0 100 200 300 400 500 600 700 Time (sec)
- BOREHOLE PERMEABILITY TEST USING PACKERS CALCULATIONS PROJECT NAME AND NO.: ONS - GWPP LOCATION:
TEST DATE:
Seneca, SC 10/4/2007 BOREHOLE NO.: _ G"'M TEST INTERVAL:
TEST INTERVAL:
-"--"8_R_ _ _ _ _ _ __
64.4 713 .8 to to 70.4 707.8 bgs EL TESTED BY: Adam Jennings/Scott Dacus GROUND ELEV (ft MSL): 778.2 TEST METHOD: Double Packer Method using Multiple Pressure Tests METHOD
REFERENCE:
Ground Water Manual , US Bureau of Reclamation, 1995, Chapter 10 RESULTS OF PERMEABLLITY CALCULATIONS MULTIPLE STEP TEST Step Flow (Q) Pressure (osi) Lugeons Permeability Permeability (gpm) Gauge Effective (ft/sec) (cm/sec) 1 0.51 40 56 3 9.70E-07 3.0E-05 2 2. 11 50 66 10 3.4E-06 1.0E-04 3 1. 82 60 76 7 2.6E-06 7.8E-05 4 3.45 50 66 16 5.6E-06 1.7E-04 5 1.25 40 56 7 2.4E-06 7.2E-05 AVERAGE 8 3.0E-06 9. l E-05 SELECTED VALUES Rock Description of Tested Interva l:
Moderately Fractured Biotite Hornblende Gneiss to Granitic Gneiss TEST INTERPRETAT IO EFFECTIVE PRESSURE(psi) FLOW (gpm) 0 2 z
f- 3 C/l Ll.l f- 4 0 20 I
40 I
60 I
I I
80 100 0 2 z
f- 3 C/l
~ 4 0
- I I
I I
2 3 4 I '
4..---.....- -.....- -.....- -.....- -
35
~ 3 g_ 2 5 -- -
';;' 2 'r-
°g I 5 -- - ----1----
I I 0---------------
.5 I 1- - - 1- - - - -
I 05 1--- I- - - - I- - - - -
20 40 60 80 100 Effective Differential Pressure (ps i)
- Packer Test GM-SR Test 2 Redo Permeability Calculations Page I of 4
- J~E~:;\"BILIT¥*t:;\"LQUL~~S.~0Ri EACHST*EP:oJtfES'.F Flow Rate, Q:
~ " ' "~* './. .* * . ----~.--~----=
CALCULATED PERMEABILITY FOR STEP 1 Gauge Pressure, h2,
~
Head loss per TEN foot section of pipe:
Head Loss, L :
40 0.51 0.0 psi gpm psi 92.4 feet of water 0.001 ft3/sec (per tables) 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom oftest section, h 1: 37.7 feet Value ofh 1 : 37.7 feet Effective Head, H where H = hl+h2-L : 130.1 feet 563 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 94.6 feet X=(H/Tu)*!OO 137.5 %
Tu/A 15.7 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Air 48 Value for Zone 2 and 3 analysis Select Cu from Fig 10-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate K if Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 9. 70E-07 ft/sec 2.96E-05 cm/sec Is this step valid?
If(Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid
- CALCULATED PERMEABILITY FOR STEP 2 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L:
Distance from pressure gauge to bottom oftest section, hi:
Value ofh 1:
50 2.11 0.0 0.0 37.7 37.7 psi gpm psi psi feet feet 115.5 feet of water 0.005 ft 3/sec (per tables) 0.0 feet of water Effective Head, H where H = ltl+h2-L : 153.2 feet 66.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 117.7 feet X = (H/Tu)*!OO 130.1 %
Tu/A 19.6 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Air 48 Value for Zone 2 and 3 analysis Select Cu from Fig 10-7 for Zone I tests: Cu for Zone 1 Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate K if Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 3A IE-06 ft/sec L04E-04 cm/sec Is this step valid?
If(Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid
- Packer Test GM-SR Test 2 Redo Permeability Calculations Page2 of4
- CALCULATED PERMEABILITY FOR STEP 3 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h1 :
Value ofhi:
Effective Head, H where H = hl+h2-L :
60 1.82 0.0 0.0 37.7 37.7 176.3 psi gpm psi psi feet feet feet 138.6 feet of water 0.004 ft 3/sec (per tables) 0.0 feet of water 76.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 140.8 feet X = (Hffu)*!OO 125.2 %
Tu/A 23.4 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig 10-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate K if Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 2.56E-06 ft/sec 7.79E-05 cm/sec Is this step valid?
If(Q/a)*(estimated porosity)> IO the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid CALCULATED PERMEABILITY FOR STEP 4 Gauge Pressure, h2, 50 psi 115 .5 feet of water 3
Flow Rate, Q: 3.45 gpm 0.008 ft /sec Head loss per TEN foot section of pipe: 0.0 psi (per tables)
Head Loss, L : 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom oftest section, h1: 37.7 feet Value ofhi: 37.7 feet Effective Head, H where H = l,J+h2-L: 153.2 feet 66.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 117.7 feet X=(Hffu)*!OO 130.I %
Tu/A 19.6 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Air 48 Value for Zone 2 and 3 analysis Select Cu from Fig 10-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 5.58E-06 ft/sec I. 70E-04 cm/sec Is this step valid?
If (Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid
- Packer Test GM-SR Test 2 Redo Permeability Calculations Page3 of4
- CALCULATED PERMEABILITY FOR STEP 5 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, hi:
Value ofhi:
Effective Head, H where H = hl+h2-L:
40 1.25 0.0 0.0 37.7 37.7 130.l psi gpm psi psi feet feet feet 92.4 feet of water 0.003 ft3/sec (per tables)
- 0. 0 feet of water 56.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 94.6 feet X = (H/Tu)* I 00 137.5 %
Tu/A 15.7 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Air 48 Value for Zone 2 and 3 analysis Select Cu from Fig IO-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 2.38E-06 ft/sec 7.25E-05 cm/sec Is this step valid?
If(Q/a)*(estimated porosity)> IO the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> IO?? True, Test Valid
- Packer Test GM-SR Test 2 Redo Permeability Calculations Page 4 of 4
- BOREHOLE PERMEABILITY TEST USING PACKERS PROJECT NAME AND NO.:
LOCATION:
TEST DATE:
ONS-GWPP Seneca, SC 10/4/2007 BOREHOLE NO.:
TEST INTERVAL:
TEST INTERVAL:
GM-8R 72.8 705.4 to to 78.9 699.3 bgs EL TESTED BY: Adam Jennings/Scott Dacus GRO UND ELEV (ft MSL): 778.2 TEST METHOD: Double Packer Method usi ng Multiple Pressure Tests METHOD
REFERENCE:
Ground Water Manual, US Bureau of Reclamation, 1995, Chapter 10 RESULTS OF PERMEABILITY CALCULATIONS MULTCPLE STEP TEST Step Flow (Q) Pressure (psi) Lugeons Permeability Permeability (gpm) Gauge Effecti ve (ft/sec) (cm/sec)
I 0.7 30 46 5 l.62E-06 4 .9E-05 2 3.04 40 56 16 5.8E-06 l.8E-04 3 2.63 50 66 12 4.2E-06 UE-04 4 1.7 40 56 9 3.2E-06 9.9E-05 5 0.07 30 46 0 l.6E-07 4.9E-06 AVERAGE 8 3.0E-06 9.2E-05 SELECTED VALUE!
Rock Desc ription of Tested Interval:
Moderately Fractured Granitic Gneiss With Intermittent Biotite Hornblende Gneiss TEST INTERPRETATION EFFECTIVE PRESSURE(psi) FLOW(gpm) 0 20 40 60 80 0 0.5 1.5 2 2.5 3.5 I I I 0 2 o 2
- z.
I- 3 I ;z.
I- 3 I
C/l C/l I I t:: 4 t:: 4 I I 5
I I I
_____ I _____ I ___ _
I I e 2_5 _ _ _ _ _ ,. _ _ _ _ _ ...j _ _ _ _
I I I
~ 2 -----T - ----7--- - ------
~ I5 1 1 _ _l] ____ _
I ---- I-
~ .1 ____ _ ,. _ _ _ _ _ ...j _ _
I 0.50 l, -----T------,--
0 20 40 60 80 Effective Differential Pressure (psi)
- Packer Test GM-SR Test I Redo Permeability Calculatio ns Page I of 4
- ~~~t=~L~~YT~~CULATIONS:11'0R______-**. >
[!:~----*----..------------------*------------------------------- --------~_. ____.
CALCULATED PERMEABILITY FOR STEP 1 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
30 0.7 0.0 psi gpm psi 69 .3 feet of water 3
0.002 ft /sec (per tables)
' -ME
_j l
)
Head Loss, L : 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom of test section, h1: 37.7 feet Value ofh 1 : 37.7 feet Effective Head, H where H = lll+/12-L: 107.0 feet 46.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 63.1 feet X=(Hffu)*IOO 169.5 %
Tu/A 10.5 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) !.62E-06 ft/sec 4.94E-05 cm/sec Is this step valid?
If(Q/a)*(estimated porosity)> IO the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid
- CALCULATED PERMEABILITY FOR STEP 2 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h1:
Value ofhi:
40 3.04 0.0 0.0 37.7 37.7 psi gpm psi psi feet feet 92.4 feet of water 3
0.007 ft /sec (per tables) 0.0 feet of water Effective Head, H where H = /ll+/12-L : 130.1 feet 56.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 86.2 feet X = (H/Tu)*!OO 150.9 %
Tu/A 14.3 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 5. 78E-06 ft/sec I. 76E-04 cm/sec Is this step valid?
If(Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> IO?? True, Test Valid
- Packer Test GM-SR Test 1 Redo Permeability Calculations Page 2 of 4
- CALCULATED PERMEABILITY FOR STEP 3 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h1:
Value ofh 1:
Effective Head, H where H =hl+h2-L:
50 2.63 0.0 0.0 37.7 37.7 153.2 psi gpm psi psi feet feet feet I 15.5 feet of water 0.006 ft 3/sec (per tables) 0.0 feet of water 66.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 109.3 feet X = (H/fu)*IOO 140.1 %
Tu/A 18.2 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3. tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone 1 and using single or double packer ft/sec cm/sec Calculate K if Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 4.25E-06 ft/sec l.30E-04 cm/sec Is this step valid?
!f(Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4.7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid CALCULATED PERMEABILITY FOR STEP 4 Gauge Pressure, h2, 40 psi 92.4 feet of water 3
Flow Rate, Q: 1.70 gpm 0.004 ft /sec Head loss per TEN foot section of pipe: 0.0 psi (per tables)
Head Loss, L : 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom oftest section, h1: 37.7 feet Value ofhi: 37.7 feet Effective Head, H where H = hl+h2-L : 130.1 feet 56.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu=U-D+H 86.2 feet X = (H/fu)* 100 150.9 %
Tu/A 14.3 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig 10-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate K if Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 3.23E-06 ft/sec 9.86E-05 cm/sec Is this step valid?
lf(Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid
- Packer Test GM-SR Test 1 Redo Permeability Calculations Page3 of4
- CALCULATED PERMEABILITY FOR STEP 5 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h1:
Value ofhi:
Effective Head, H where H = hl+/12-L:
30 0,07 0.0 0.0 37.7 37.7 107.0 psi gpm psi psi feet feet feet 69.3 feet of water 0.000 tt' /sec (per tables) 0.0 feet of water 46.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones 1 and 2 are unsaturated, 3 is saturated Tu=U-D+H 63.1 feet X=(H!Tu)*I00 169.5 %
Tu/A 10.5 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig 10-7 for Zone I tests: Cu for Zone 1 Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone 1 and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packe*r (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 1.62E-07 ft/sec 4.94E-06 cm/sec Is this step valid?
If (Q/a)*(estimated porosity)> 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity)> 10?? True, Test Valid
- Packer Test GM-BR Test 1 Redo Permeability Calculations Page 4 of 4
Calculation of Permeability By The Rising Head Method
- (Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 10/1 5/2007 GM-8R 43.65 feet Screen Length: I 0. fee t Casing Radius: I . Inches Effective Radius: 1.5 Inches Static Water Level: 34.96 feet Water Table to Screen Bottom: 38.65 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 76 time and drawdown measurements Maximum head is 7.846 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 10/15/2007 GM-8R 1
Bouwe r and Rice parameter A= 3 .8 Bouwer and R ice pa rameter B = 0 .72 ln(Re/ Rw) = 3 .669207e+000 Analys is s tarts at time 6 . Seconds Analys is e nds at time 33. minutes 5 1 Measurements analyzed from 3 to 53 1 Points not plotted because head rati o <= 0 .0 These points are not included in the analysis 0
0 0
0 1.e-002 0
Hydraulic Conducti vity = 3 .706e-005 c m/sec Transmissivity = 0 .426 1 me te rs2/day 0
AdJusted Time (Hours)
Analysis by Julie Petersen of S&ME, Inc. Ho is 7.846 feel al 0. Seconds PERMEABILITY 3.71 x 10-5 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-SR Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-3 Depth:
13.3 to 14.8 ft bis F: Brown; Clayey, Silty, Coarse to Fine Sand (SM) 100%
90%
- ~ ~!'I 80% " \i\.
70%
Cl C
\ 'iii 60%
VJ I'll a.
50% ....C Cl) 40% ~
30%
" I Cl) a.
r--.
20% ....... ~~*~
10%
0%
£.
100 10 N 1 0.1 II)
N 0.01 -t 0.001 co 0 0
Particle Size (mm) 0 0 0
>2mm
- 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004mm From Graph: % Gravel %Sand % Silt % Clay 1.4% 67.8% 18.4% 12.4%
Adjusted :[or 0% 69% 19% 13%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-_8R Boring Depth:
13.3 to 14.8 ft bis ---;---
EXl'I.M,,\nt J:-.. *
- &ME l.im1 nt 1~qu,1I "'lll'iiit: , u*ld h11t ,II J .111,I i jlllff"l'nt 1/ \ 0
% Sand: 69% P11r1idr1 ,Ill' *1111111 i.;,uul .!-1).1111~ i Sill ll.llh2:i-ll.llll4 Cl,w ** 11.11114
% Silt: 19%
% Clay: 13%
Estimated Specific Yield: 16%
. Sill s1;.c (pcrccnl)
FIGURE 4.11 Textural classification triangle for unconsolidated materials showing the relation between particle size and specific yield. Source: A. I. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
CD 2 Estimated Porosity: --'4c..:4-:..%.:;..o_
- Varlallon of Porosity, Specific Yleld, and Specific Retention with Grain Size (after Bear; _1972)
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-8R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-12 Depth:
58.3 to 59.8 ft bis M2: White and Brown, Silty, Coarse to Fine Sand (SM) 100%
~~
90%
80% -
'I 1'1\
70%
\ Cl C
60% " "iii 50% " Ill Ill a.
....C (I) 40% ...u 30%
\. (I) a.
'\
20% 1,,.
~ .... :..
10% -~
0%
& A A 100 10 N 1 0.1 II)
N 0.01 ..,. 0.001 (I) 0 0 0 Particle Size (mm) ci ci
>2mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel %Sand % Silt %Clay 2.0% 81.6% 13.2% 3.3%
Adjusted for 0% 83% 13% 3%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&M.E Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-8_R_ __ ,:; 11111 EXl'L,\:-..-\ru 1:,,.
- Boring Depth: 58.3 to 59.8 ft bis ---;---
1.irn* 11t PflU,11 "'p1*cllk \ 1.-id 1111,*r\',11 I ,1111I i ;,,,,,.,.m
% Sand: 83% P,HI idP ,Jll'
- 1111111
..;,111d .!-ll.llh..! i Sill O.llr,~:;-tl.llll-l C:l,w ***11.1111-1
% Silt: 13%
% Clay: __3°_Yo_ __
Estimated Specific Yield: 30%.
Sill s11.c (percent)
FIGURE 4.11 Textural classification triangle for unconsolidated materials showing the relation between particle size and specific yield. Source: A. I. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
-'Q .. '
3~ ', I J Jo - - - _ 1,_ -
!~ I \\, lflC Yi CD Z 1' 1,1 SPECIFIC IIETEHTICH i
Estimated Porosity: __4'-2_o/c_o_
- Varlalfon of Porosity, Specific Yleld, and Specmc Retention with Grain Size (after Bear, _1972)
S&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726
- 1. BORING AND SAMPLING IS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THE NUMBER OF ENGINEERING
- TESTING BLOWS OF 140LB. HAMMERFALLING30JN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 IN.. JD . SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-9 Location: Seneca, SC Number: 1264-07-234 Sheet No. I of 2 Boring Depth (ft): 43.31 Elevation (ft): 780.6 Driller: Jay Little, SC Cert No. Date Drilled: 10/8/07 B1575 Logged By: Julie Petersen / Water Level: Stabilized Water Level at 33.32 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) olo gy Material Description (Feet) Construction 0 50 100
~ ~
,_780 - :..* .- * \ASPHALT f
~
~ -
N'-.v
\GRAVEL -;
II I- - FILL (F): Tan, Brown, and Reddish-Brown, Micaceous, I- - Silty, Medium to Fine SAND, With White, Medium
~
..._ to Fine Sand Lenses and Rock Fragments i
~
-~
~
-~ ~)
5
'-775 -~
I I~
I
~
..._ -~
~
[)O( 00<:
-v-
'- O<:><
I xx_ JI. FILL (F): BIOTITE GNEISS Boulders
..._ JO~~g I
,-770 -~) )
- ~ ><><
- ~
~
..._ :,,x N Q(XX
~
~
I
- - "'-'v'VQQ
..._ )
~ -
~ 15-II
) )
'-765 >) FILL (F): Brown and Orange, Micaceous, Silty, Medium
~
-~ ms
~
~
to Fine SAND With Rock Fragments
..._ >00
- >(
~
~
re; x.x; D< <XX
~
- vvvv
~
- -5o ~
- >X
- 20
~
i~ ~~
-760
-)
- )< t ti -
- =~ -~ ~
FILL (F): BIOTITE GNEISS Boulders
- ~
('.)
- - ><'.: >(
!::>X
~
~
0
~
- 25 '\ .,,..,,"
a.
('.)
-755 X ~
('.)
g CJ)
~
~
88 z
0 I.__
-B S88 . . ..
0 w
ll'.'.
~
~
~
~
=~
v
.*:1---.*:
- .. I--** ..
,::*:t:.::*:
- : ,I-- * :
- blll'.'.~ 30
- ,I-- ***
- -~
- :*;.
X FILL (F): Brown, Fine Sandy, Silty, CLAY With
'-750 - ::*-:=: ::**
- 1-- **
- )
Rock Fragments, Roots, and Wood
,I-- ***
.I-- .:
- I
>--~
~~ 00< x'> **., I-- ....
lx>o ~ _::*:E.::*:
O'- RXX >O
-: ,I--,
_::Y
.. ,I--.
..J
('.)
..._ - )(>(
z - *** , 1 - - "**
O'.
o-Q<XXXi _::*:=: _::*:
ro "?<,N<,N< -:---:-
SIME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726 J. BORING AND SAMPLING JS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THE NUMBER OF ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 14/N JD SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-9 Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft): 43.31 Elevation (ft): 780.6 Driller: Jay Little, SC Cert No. Date Drilled: 10/8/07 B1575 Logged By: Julie Petersen I Water Level: Stabilized Water Level at 33.32 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) ology Material Description (Feet) Construction 0 50 100
- x>
1--745 FILL (F): Brown and Gray, Micaceous, Silty, Medium I-I-
to Fine Sandy, CLAY -*
.* t:: ..
. 't:: *:.
I- .
I- ..
FILL (F): Red and Gray, Silty, High Plasticity CLAY FILL (F): Orange, Tan, and Red, Coarse to Fine Sandy,
..... "t:: ...*.-.
t::*-*
--740 CLAY I-Lithologic Description Obtained From GM-9R Boring Terminated at 43.30 ft bis CD Q
....c:!
l(!)=i 0
z
~
(!)
- i D.
(!)
(!)
0
...J en z
0 I
0 w
Cl'.
w 0
uw Cl'.
...J
...J
~
I f-
~
(!)
0
...J
(!)
z ii'.
0 ID
Sheet 1 of 2 COMPLETION REPORT OF WELL No. GM-9 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 33.32 ft bis LATITUDE: 34°47'40.524" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'48.389" DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 780.36 DATE DRILLED: 10/8/07 DATUM: MSL LOGGED BY: Julie Petersen STRATA z WELL I 0 0
....I 1-~ z 0 DETAILS UJ ~'c WELL CONSTRUCTION DETAILS DESCRIPTION CD
~
I 1-~ fus (9 >s
>- 0fu s 0 UJ UJ
....I ....I
(/) UJ PROTECTIVE CASING 0.00 GS 780.60 Diameter:
SPHALT Type:
GRAVEL Interval:
FILL (F): Tan, Brown, and Reddish-Brown, Micaceous, Silty, RISER CASING Medium to Fine SAND, With White, Diameter: 2" Medium to Fine Sand Type: Sch. 40 PVC Lenses and Rock Interval: 0 to 28 ft bis Fragments GROUT FILL (F): BIOTITE GNEISS Boulders Type: Neat Cement Interval: Oto 24 ft bis SEAL Type: Bentonite Interval: 24 to 26 ft bis FILL (F): Brown and Orange, Micaceous, FILTERPACK Silty, Medium to Fine SAND With Rock Type: #1 Silica Sand Fragments Interval: 26 to 43.3 ft bis SCREEN Diameter: 2" FILL (F): BIOTITE 0.010 Slotted PVC Type:
GNEISS Boulders 24.00 756.60 Interval: 28 to 43 ft bis ib 26.00 754.60
(')
ui
~I.F=;;IL"L--,(""F),--:----,B_ro_w_n_,-~~t-- GS GROUND SURFACE g Fine Sandy, Silty, BENTONITE BS BENTONITE SEAL g/ CLAY With Rock ~ CEMENT GROUT FP FILTER PACK o Fragments, Roots, and TSC TOP OF SCREEN
@Wood ~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN 0:::
w TD TOTAL DEPTH
,Y STATIC WATER LEVEL CG CEMENT GROUT
§1-------...LL=L____.LC:.....::.:....!b=tc:.....:::...,t__ _L _ _ L _ __ _j__ _ _ _ _ _ _ _ _ _--=.=--___::-=:.=:~=.:..:=-=-:___-----1 0:::
__J
~r
~
~-5-&M ___E ________________
9751 Southern Pine Boulevard C_O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F~
WELL N GM 9
- § - Charlotte, North Carolina 28273 O. -
~ ENGINEERING
- TESTING Sheet 1 of 2
- ENVIRONMENTAL SERVICES
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 780.6 PROJECT LOCATION: Seneca, SC CHECKED BY: Julie Petersen STRATA z WELL I 0 0
_J 1-~ z j:: ~
0 w a:i I
1-~ DETAILS fu$ CJ ~$ WELL CONSTRUCTION DETAILS DESCRIPTION ~ 0 w w
>- fu$ _J _J CJ) 0 w (See Page 1)
FILL (F): Brown 35 : .....
-;:::=:: *.. *.*.:
and Gray, Micaceous, Silty, Medium to Fine ~ *. .. t:=
Sandy, CLAY ~ *.:-.-.: t:= ::-: :~-.:"*:.
- * :: *. t:= : . .*:-.
~
FILL (F): Red and Gray, Silty, High .* .. ,- - -
Plasticity CLAY ~f-40 *.- *-:.* , - - *: *..-*_.
FILL (F): Orange, Tan, and Red, Coarse
~
to Fine Sandy, CLAY '2 '2
~
ki(-.\.(::: 42.50 43.00 738.10 737.60 43.30 737.30 ti
('.)
w
- LEGEND
""...,en 0..
('.)
FILTER PACK TOG TOP OF CASING GS GROUND SURFACE
('.)
g BENTONITE BS BENTONITE SEAL en z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN 0:: TD TOTAL DEPTH y
~
0 STATIC WATER LEVEL CG CEMENT GROUT w
0::
...J
~
~
('.)
COMPLETION REPORT OF z 9751 Southern Pine Boulevard ii: WELL No. GM-9
~ Charlotte, North Carolina 28273 z
0 Sheet 2 of 2
- ENVIRONMENTAL SERVICES
Calculation of Permeability By The Rising Head Method
- Slug Test)
Site ame:
Test Date:
Well Label:
Aquifer Thickness:
0 S-GWPP I 0/1 5/2007 GM-9 14.68 feet Screen Length: 15. feet Casing Radius: I . Inches Effective Radius: 2. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius : 1.378 Inches Static Water Level: 33.32 feet Water Table to Screen Bottom: 9.68 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 86 time and drawdo wn measurements Maximum head is 4.3 62 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 10/15/2007 GM-9 1
- 01 0
! 0 16 Ct'.
"ro I"
Bouwer and Rice parameter A = 3 .246 Bouwe r and Rice parameter B = 0 .6723 ln(Re/Rw ) = 3 .009385e+000 1 e-002 Grav el Pack Poros ity : = 30 . %
Corrected Casing Radius : = 1.378 Inches Analys is sta rts at time 12. Seconds Analysis e nds at time 12.25 minutes 55 Measurements analyzed from 5 to 59 Hydraulic Conductivity= 1.787e-004 cm/sec 1 Po ints not plotted because head ratio <= 0.0 Transmlssivity = 0 .6909 meters2/day These points are not included in the analy sis 0 5 10 15 AdJusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 4 362 feet at 0. Seconds PERMEABILITY
- 1. 79 x 10-4 cm/sec
5&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726
- 1. BORING AND SAMPLING JS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THE NUMBER OF ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1 4 IN. I.D. SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-9R Location: Seneca, SC Number: 1264-07-234 Sheet No. I of 3 Boring Depth (ft): 80.31 Elevation (ft): 780.4 Driller: Jay Little, SC Cert No. Date Drilled: 10/2/07 B1575 Logged By: Courtney Withersffiavid Klemt Water Level: Stabilized Water Level at 30.43 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 ~ 100 L--780 *. : * ,ASPHALT
,__ FILL (F): Tan, Brown, and Reddish-Brown, Micaceous, 1
Silty, Medium to Fine SAND, With White, Medium to Fine Sand Lenses and Rock Fragments
~775
,__ '-Nv<.
L-- 50/
rgJ 5 >>
- , ~ FILL (F): BIOTITE GNEISS Boulders I~
~770 10-KX> )( Auger Refusal at 9.80 ft bis tv' ~
I--
) )
I-1-- 50/
I- I L-I- 15-hh'YW L--765 FILL (F): Brown and Orange, Micaceous, Silty, Medium I- to Fine SAND With Rock Fragments 1--
I--
~760 put
~ 2 >> 11
S&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726 I. BORING AND SAMPLING IS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE I 4 IN. I.D SAMPLER I FT.
Project: Oconee Nuclear Station Boring No. GM-9R Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 3 Boring Depth (ft): 80.31 Elevation (ft): 780.4 Driller: Jay Little, SC Cert No. Date Drilled: 10/2/07 B1575 Logged By: Courtney Withers/David Klemt Water Level: Stabilized Water Level at 30.43 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100 FILL (F): Brown and Gray, Micaceous, Silty, Medium to
._ Fine Sandy, CLAY
._ FILL (F): Red and Gray, Silty, High Plasticity CLAY
._ FILL (F): Orange, Tan, and Red, Coarse to Fine Sandy,
._ CLAY
~740
._ - >O<>X>
45- ~03
><> XX>
I- <>< <XX I-
)( )0()
,__ - -:: *.: *.-: SOIL/SAPROLITE (Ml): Tan and White, Micaceous,
- .. *:**. *. Slightly Clayey, Silty, Coarse to Fine SAND I- -. ..
I- 50- .-:* ***. *
>---730 I-I- . :.
I-
- .. : . . SOIL/SAPROLITE (Ml): Brown, Very Micaceous, Fine
._ - _:. *: * *.: \Sandy, SILT /
55
~725 -::: ::. -:-_. *:::: SOIL/SAPROLITE (Ml): Dark Gray and White, Silty,
- :: * *
- Coarse to Fine SAND
___,,.__...................... SOIL/SAPROLITE (Ml): Dark Gray and Brown, /,
- , \ ~ \ \ ( 1Micaceous, Silty, Fine SAND If1 u
1 60 -:::~~\ ~S-O-IL-/-SAP ____R:..;O_L~l~T-E-(M--'l)_:_G_ra_y-,S-i-lty-,-F-in_e_S_A_N_D_ ___,/
1
= WEATHERED ROCK (M2): When Sampled Becomes
- _1/./
~:* v _/. .:_ : :*_ **:_ Tan, Silty,
\Roller ConeFine SAND Refusal at 60.60 ft bis
-= PARTIALLY WEATHERED/FRACTURED ROCK (WF): Medium-Grained GRANITIC GNEISS With
- (/ / Intermittent Medium-Grained BIOTITE 65 _- /_:
1//2
/2:_ ::_ HORNBLENDE GNEISS Intensely Fractured, Low Angle Joints With No Staining
1/2 -/2 :_ *_. :_ SOUND ROCK (D): Medium-Grained GRANITIC i:::: - V~ 1//2 GNEISS With Intermittent BIOTITE C9 ,__ / HORNBLENDE GNEISS Slightly Fractured, Low mun g ._ -_ 1/./2 Angle and High Angle Joints With Moderate to No ::
~._ Y./. >---
~iaal-~---'-----...i..:...*,/:..;* ;...::,/./:..;*:'"'---_st_a_in_in_g_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---1.._..._s. . . . . ._.__....._.....__.___._. . . . ._.___.___..__....____.___.___.
s&ME S&ME, Inc.
9751 Southern Pine Boulevard Charlotte, North Carolina 28273 Telephone: 704-523-4726 I. BORING AND SAMPLING JS IN ACCORDANCE WITH ASTM D-1586.
- 2. PENETRATION (N-VALUE) JS THE NUMBER OF ENGINEERING
- TESTING BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE I 4 IN. JD SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-9R Location: Seneca, SC Number: 1264-07-234 Sheet No. 3 of 3 Boring Depth (ft): 80.31 Elevation (ft): 780.4 Driller: Jay Little, SC Cert No. Date Drilled: 10/2/07 B1575 Logged By: Courtney Withers/David Klemt Water Level: Stabilized Water Level at 30.43 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100
<----710 I-
-~ SOUND ROCK (D): Medium-Grained BIOTITE
<--705 I-75
= v.2
- .*. *-~-- HORNBLENDE GNEIS& Slightly Fractured,
\Horizontal and High Angle Joints With No Staining SOUND ROCK (D): Medium-Grained GRANITIC I
I I-
~
I-GNEISS; Unfractured I-
<-- -~ PARTIALLY WEATHERED/FRACTURED ROCK
-V/. *
-w.
I-(WF): Medium-Grained BIOTITE HORNBLENDE
- ~ GNEISS; Intensely Fractured Low Angle and High
\Angle Joints With No Staining 80 1
PARTIALLY WEATHERED/FRACTURED ROCK (WF): Medium-Grained GRANITIC GNEISS With Intermittent BIOTITE HORNBLENDE GNEISS Intensely Fractured, Low Angle Joints With No Staining Boring Terminated at 80.30 ft bis a,
Q
"'r---£:!
I-0
(!)
0 z
~
(!)
- i
~
(!)
(!)
0
...J Cl) z 0
I 0
w O'.
w 0
u w
O'.
...J
...J
~
I I-
~
(!)
0
...J
(!)
z i'i'.
0
[D
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project .S&ME S&ME Project No: 1264-07-234 Core Location: GM-9R 9
18 NQ Coring - Auger Refusal at 9.80 ft bis Moderately Fractured - Staining and Weathering 10 19 Core Loss - Soil End of Run #1, REC - 753/. , RQD - 58%
II 20 Core Loss - Soil End of Run #3 , REC - 243/4. RQD /.
Begin Mud Rotarv at 20.40 fi bis Core Loss - Soil 12 21 Fill Soil Recovered in Core 13 22 NQ Core - Roller Cone Refusal at 22 .20 ft bis (Start Run #4)
Core Loss - So il
- 14 Core Loss - Soil 23 Core Loss - Soil Core Loss - Soil EXPLANATION 15 24 Core Loss - Soil End of Run #2, REC - 563/4, RQD - 43%
s Concrete Core Loss - Soil Granitic Gneiss 16 25 Biotite Hornblende Gneiss End of Run #4, REC - 44o/., RQD - 14%
l§§l Core Loss 17 26 Core Loss - Soil Fracture End of Run Contact
- - - Healed Joint 18 27
- Page I of4
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project
- S&ME Project No: 1264-07-234 Core Location: GM-9R 27 36 28 37 29 38 30 39 31 40
- 32 41 EXPLANATION 33 42
[fiJ Concrete Granitic Gneiss 34 43 Biotite Hornblende Gneiss
~
Core Loss 35 44 Fracture End of Run Contact
- - Healed Joint 36 45
- Page 2 of 4
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project
- S&ME Project No: 1264-07-234
--=--......,====----------------------
Core Location: GM-9R 45 54 46 55 47 56 48 57 49 58
- 50 59 EXPLANATION 51 60 lfil Concrete Granitic Gneiss 52 61 Biotite Hornblende Gneiss Intensely Fractured and Weathered Core Loss 53 62 Fracture Contacts Intact End of Run Contact
- - Healed Joint 54 63
- Page 3 of 4
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project $$&.\tE S&ME Project No: 1264-07-234 Core Location: GM-9R 63
-""=====-----------------------
72 64 73 Contact Intact 65 74 66 75 End of Run #8 , REC - 100-/4, RQD - 4 J.2*;.
67 76
- 68 High Angle Fracture. Staininp 77 EXPLANATION 69 78 Contact Intact Some Mafic Bandin_g al Contac t Intact Concrete Granitic G neiss 70 79 Biotite Hornblende End of Run #7, REC - 94%, RQD
- 89°/4 Gneiss Some Mafi c Bandin_g
~
Core Loss 71 80 End of Run #9, REC - 100%, RQD - 46% Fracture Coring Terminated at 80.30 ft bis End of Run Contact
- - Heal ed Joint 72 81
- Page 4 of 4
Sheet 1 of 3 COMPLETION REPORT OF WELL No. GM-9R PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 30.43 ft bis LATITUDE: 34°47'40.463" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'48.364" DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 780.19 DATE DRILLED: 10/2/07 DATUM: MSL LOGGED BY: Courtney Withers/David Klemm STRATA z WELL I 0 0
...J 1-~ z i=~
DESCRIPTION 0
Ill I
1-~ DETAILS 8:is UJ (9 :;;s WELL CONSTRUCTION DETAILS 2
Cl) 8:is 0
0 UJ
...J UJ
...J UJ PROTECTIVE CASING 0.00 GS 780.42 Diameter:
ASPHALT Type:
GRAVEL Interval:
FILL (F): Tan, Brown, and Reddish-Brown, Micaceous, Silty, RISER CASING Medium to Fine SAND, With White, Diameter: 2" Medium to Fine Sand Type: Sch. 40 PVC Lenses and Rock Interval: 0 to 68.7 ft bis Fragments GROUT FILL (F): BIOTITE GNEISS Boulders Type: Neat Cement Interval: 0 to 66 ft bis Auger Refusal at 9.80 ft bis SEAL Type: K-packer Interval: 67.9 to 68.1 ft bis FILL (F): Brown and Orange, Micaceous, FILTERPACK Silty, Medium to Fine SAND With Rock Type:
Fragments Interval:
Roller Cone Refusal at 22.20 ft bis SCREEN Diameter: 2" FILL (F): BIOTITE Type: 0.010 Slotted PVC GNEISS Boulders Interval: 68.7 to 73.7 ft bis
- SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 COMPLETION REPORT OF WELL No. GM-9R Sheet 1 of 3
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 780.4 PROJECT LOCATION: Seneca, SC CHECKED BY: Courtney Withers/[
STRATA z WELL :r: 0 0
-' 1-~ zw ~~
0 :r: DETAILS WELL CONSTRUCTION DETAILS DESCRIPTION III
~
1-~ fb !S CJ w
>:E..
w
>- fb!S 0 w
(/) 0 (See Page 1) t;;;;::;::::::;;;;:::;;::::==:::;::~~35 FILL (F): Brown and Gray, Micaceous, Silty, Medium to Fine Sandy, CLAY FILL (F): Red and Gray, Silty, High Plasticity CLAY 40 FILL (F): Orange, Tan, and Red, Coarse to Fine Sandy, CLAY 45 SOIUSAPROLITE
- . :-. ~ :
(M1): Tan and White, Micaceous, Slightly .....*.
Clayey, Silty, Coarse ::.\,:* 50 to Fine SAND ...
- .. *. ~ :.
SOIUSAPROLITE (M1): Brown, Very Micaceous, Fine ...
- . :~ :. 55 andy, SILT SOIUSAPROLITE :--.:*-:-:*
(M1): Dark Gray and *--*
White, Silty, Coarse to . : .
Fine SAND SOIUSAPROLITE (M1): Dark Gray and Brown, Micaceous, Silty, Fine SAND SOIUSAPROLITE (M1): Gray, Silty, Fine SAND EATHERED ROCK (M2): When Sampled 66.00 714.42 Becomes Tan, Silty, Fine SAND 67.90 712.52 co PARTIALLY 68.10 712.32
~ WEATHERED/FRACT 68.70 711.72 i:! ROCK(WF):
>-- Medium-Grained g GRANITIC GNEISS
~ 1th Intermittent LEGEND ell Medium-Grained 73.20 707.22 706.72 FILTER PACK
-, BIOTITE TOG TOP OF CASING
~ HORNBLENDE .. *. 73.70 GS GROUND SURFACE g GNEISS; Intensely 705.42 BENTONITE BS BENTONITE SEAL
~ Fractured, Low Angle is oints With No ~ CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN o taining ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
~ SOUND ROCK (D): TD TOTAL DEPTH
~ Medium-Grained _y_ STATIC WATER LEVEL CG CEMENT GROUT
- SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 COMPLETION REPORT OF WELL No. GM-9R Sheet 2 of 3
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 780.4 PROJECT LOCATION: Seneca, SC CHECKED BY: Courtney Withers/[
STRAiA z WELL :c 0 0
_J 1-~ z i=~
0 :c w DESCRIPTION CD 1-~ DETAILS fbs (9 ~!E, WELL CONSTRUCTION DETAILS w w 2
>- fbs 0 _J _J w
en 0 (See Page 1)
GRANITIC GNEISS 1th Intermittent 80 80.30 700.12 BIOTITE HORNBLENDE GNEISS; Slightly Fractured, Low Angle and High Angle Joints 1th Moderate to No taining PARTIALLY EATHERED/FRACT RED ROCK(WF):
Medium-Grained GRANITIC GNEISS 1th Intermittent BIOTITE HORNBLENDE GNEISS; Intensely Fractured, Low Angle and High Angle Joints ith No Staining SOUND ROCK (D):
Medium-Grained BIOTITE HORNBLENDE GNEISS; Slightly Fractured, Horizontal nd High Angle Joints 1th No Staining SOUND ROCK (D):
Medium-Grained RANITIC GNEIS~
Unfractured PARTIALLY EATHERED/FRACT RED ROCK (WF):
Medium-Grained BIOTITE HORNBLENDE GNEISS; Intensely Fractured Low Angle nd High Angle Joints 1th No Staining EATHERED/FRACT RED CXl ROCK (WF):
~ Medium-Grained f:! GRANITIC GNEISS 5 1th Intermittent t'.! BIOTITE
~ HORNBLENDE LEGEND,-
- Jl GNEISS; Intensely
- '(
t'.!
Fractured, Low Angle oints With No Q FILTER PACK TOC TOP OF CASING GS GROUND SURFACE 8-' taining (continued) BENTONITE BS BENTONITE SEAL en z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN Cl w ~ CUTTINGS I BACKFILL SSC BOTTOM OF SCREEN ll'. TD TOTAL DEPTH
_y_ STATIC WATER LEVEL
~
&ll---------'---'---'------'-----'-----'----'-------------------------1 CG CEMENT GROUT ll'.
~--,----------------------C-O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F----1 SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-9R Sheet 3 of 3
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-9R Sample No: 1 Depth (ft-bis): 3.6 - 5.1 Blow Count: 4*5*5 Sample No: 2 Depth (ft-bis): 8.6 - 10.1 Blow Count: 50/5 Sample No: 3 .,;
Depth (ft-bis): 13.6 - 15.1 Blow Count: 50/1 113.lo'-IS.I
- Sample No: 4 GM,~
Depth (ft-bis):
Blow Count:
20.4 - 21.9 7
- 50/2
<20.ll'-21.
Sample No: 5 Depth (ft-bis): 35.4 - 36.9 Blow Count: 2 *3 *4 Sample No: 6 Depth (ft-bis): 37.7 - 39.2 Blow Count: 4*6*9
- Page I of 2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&M E Project No: 1264-07-234 Boring Number: GM-9R 2 3 ,.
- A
- Sample No: 7 Depth (ft-bis): 42.7 - 44.2 Blow Count: 7 *7*9 Sample No: 8 Depth (ft-bis): 47.7 - 49.2 Blow Count: 4*4*8 Sample No: 9 Depth (ft-bis): 52.7 - 54.2 Blow Count: 12
- 12
- 18
- Sample No:
Depth (ft-bis):
10 57.7 - 59.2 Blow Count: 10
- 23
- 50/3
- Page 2 of2
ROCK CORE PICTURES Oconee uclear Station - Groundwater Protection Project .S&ME S&ME Project No: 1264-07-234 Core Location: GM-9R
- Page I of2
ROCK CORE PICTURES Oconee Nuclear Station - Groundwater Protection Project .S&ME S&ME Project No: 1264-07-234 Core Location: GM-9R CLASSIFICATION:
9.80' to 47.00': FILL - Granitic Gneiss Boulders and Soil 60 .60' to 80.30': Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss
- Page 2 of2
- BOREHOLE PERMEABILITY TEST USING PACKERS CALCULATIONS PROJECT NAME AND NO.: ONS - GWPP LOCATION:
TEST DATE:
Seneca, SC 10/4/2007 BOREHOLE NO.: _ G TEST INTERVAL:
TEST INTERVAL:
- .;M
-'--'-9-'-'
66.9 713.5 R' - - - - - - - - - -
to to 71.9 708.5 bgs EL TESTED BY: Jay Little/David Klemm GROUND ELEV (ft MSL): 780.4 TEST METHOD: Double Packer Method using Multiple Pressure Tests METHOD
REFERENCE:
Ground Water Manual , US Bureau of Reclamation, 1995, Chapter I0 RESULTS OF PERMEABlLITV CALCULATIONS MULTIPLE STEP TEST Step Flow(Q) Pressure (osi mud Lugeons Permeability Permeability (gpm) Gauge Effective (ft/sec) (cm/sec)
I 0.29 30 45 2 7.84E-07 2.4E-05 2 0.32 40 55 2 7. IE-07 2.2E-05 3 0.86 50 65 5 I. 6E-06 4.9E-05 4 0.8 40 55 5 l. 8E-06 5.4E-05 5 0.58 30 45 5 I.6E-06 4.8E-05 AVERAGE 4 UE-06 3.9E-05 SELECTED VALUES Rock Description of Tested Interval:
Moderately Fractured Granitic Gneiss With Intermittent Biotite Hornblende Gneiss 3.77 TEST INTERPRETATION 66.9 33 72 EFFECTIVE PRESSURE(psi) FLOW(gpm) 0 20 40 60 80 0 0.2 0.4 0.6 0.8 I
0 2 0 2 z
I- 3 I z I- 3 I
I:! 4 I I "'I:! 4 I
I
' I I 0.86 08
'?
~ 06 ' I
' I
~
5 04 -T .5 I 0.2 -i,. - _, - - - - - - 1 0
0 20 40 60 80 Effecti ve Differential Pressure (psi)
- Packer Test GM-9R Test 2 Redo Permeability Ca lcu lations Page I of 4
- PERMEABILITY CALCULATIONS FOR EACH STEP OF TEST CALCULATED PERi\1EABILITY FOR STEP I Gauge Pressure, h2, 30 30 30 0.29 0.0 psi gpm psi 69.3 feet of water 3
0.00 1 fl /sec (per tables) 30 0.0 psi 0.0 feet of water 30 33.7 feet 30 33.7 feet 30 103 .0 feet 44 .6 psi 30 Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 6 1.1 feet 0.29 X = (H/Tu)* 100 168.7 %
Tu/A 12.2 40 40 Value for Zone I analysis 40 Val ue for Zone I analysis 40 40 Value fo r Zone 2 and 3 analysis 40 Cu for Zone I 40 64 Cs for Zones 2 and 3 40 ft/sec cm/sec Calculate Kif Zone 2 and using sing le packer (Method I) ft/sec cm/sec Calc ulate K if Zone 2 and using double packer (Method 2) ft/sec 0.32 Calculate Kif Zone 3 and using single packer (Met hod I) ft/sec cm/sec Calc ulate Kif Zone 3 and using double packer (Method 2) 7.84E-07 ft/sec 2.39E-05 cm/sec so 50 50 Calculate a, the total open area of the test section: 3. 9 square feet 50 Is Q/a * (estimated porosity) > 10?? True, Test Valid 50 50 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
50 40 psi 92.4 feet of water Flow Rate, Q: 0.32 gpm 0.00 1 fl 3/sec Head loss per TEN foot section of pipe: 0.0 psi 0.86 Head Loss, L : 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom oftest section, h 1: 33.7 feet 40 33.7 feet 40 126.1 feet 54.6 psi 40 40 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 84. 1 feet X = (H/Tu)* I 00 149.9 % 0.8 Tu/A 16.8 Determine Conductivity Coefficient 30 Value for Zone I analysis 30 Value for Zone I analysis 30 40 Value for Zone 2 and 3 analysis 30 C u for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Calcu late Kif Zone I and using single or double packer ft/sec 0.58 Calculate Kif Zone 2 and using sing le packer (Method I) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and us ing single packer (Method I) ft/sec cm/sec Calculate Kif Zone 3 and us ing double packer (Method 2) 7.07E-07 ft/sec 2. I 5E-05 cm/sec Is this step valid?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-9R Test 2 Redo Permeability Calculations Page 2 of 4
- CALCULATED PERMEABILITY FOR STEP 3 Gauge Pressure, h2 Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L .
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh i:
Effective Head, H where H = h l+h2-L :
50 0.86 0.0 00 33.7 33.7 149.2 psi gpm psi psi feet feet feet 11 5.5 feet of water 0.002 ft 3/sec (per tables) 0.0 feet of water 64.6 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated T u = U-D+H 107.2 feet X = (H/Tu)* I 00 139. 1 %
Tu/A 21.4 Determine Conductivity Coefficient H/r Value fo r Zone I analysis A/H Value for Zone I analysis Air 40 Value for Zone 2 and 3 analysis Select Cu from Fig I0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Ca lculate Kif Zone I and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I} cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calcu late Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 1.6 I E-06 ft/sec 4.89E-05 cm/sec Is this step va lid?
lf(Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet ls Q/a * (estimated porosity) > 10?? True, Test Valid CALCULATED PERMEAB[LITY FOR STEP4 Ga uge Pressure, h2, 40 psi 92 .4 feet of water Flow Rate, Q: 0.80 gpm 0.002 ft'/sec Head loss per TEN foot section of pipe: 00 psi (per tables)
Head Loss, L : 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom of test section, h 1: 33.7 feet Value ofh 1: 33.7 feet Effective Head, H where H = hl+/12-L
- 126.1 feet 54.6 psi Determine Satura tion Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated , 3 is saturated Tu = U-D+H 84. 1 feet X = (H/Tu}* IOO 149.9 %
Tu/A 16.8 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Air 40 Value for Zone 2 and 3 anal ysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Calcu late Kif Zone I and using single or double packer ft/sec cm/sec Calcu late Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Calcu late Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using single packer (Method I) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) I. 77E-06 ft/sec 5.39E-05 cm/sec rs this step valid?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent fl ow Calcul ate a, the total open area of the test section : 3.9 square feet ls Q/a * (estimated porosity) > IO?? True, Test Valid
- Packer Test GM-9R Test 2 Redo Permeability Calculations Page 3 of 4
- CALCULATED PERMEABILITY FOR STEP 5 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, l :
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
Effective Head, H where H = lzl+lz2-L :
30 0.58 0.0 00 33.7 33.7 103.0 psi gpm psi psi feet feet feet 69.3 feet of water 3
0.001 ft /sec (per tables) 0.0 feet of water 44 .6 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated T u = U-D+H 61. 1 feet X = (H/ru)* 100 168.7 %
Tu/A 12.2 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Afr 40 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone 1 Cs fo r Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Calculate Kif Zone l and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method l) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 1.57E-06 ft/sec 4.78E-05 cm/sec Is this step valid?
If (Q/a)*(estimated porosity) > 10 the calculati ons may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-9R Test 2 Redo Permeability Calculations Page 4 of 4
- BOREHOLE PERMEABILITY TEST USING PACKERS CALCULATIONS PROJECT NAME AN D NO. :
LOCATION:
TEST DATE:
ONS - GWPP Seneca, SC 10/4/2007 BOREHO LE NO.: --'G~M TEST lNTERVAL:
TEST lNTERVAL:
..;;.-..;..9.;..;
71.9 708.5 R_ _ _ _ _ _ __
to to 76.9 703 .5 EL bgs TESTED BY: Jay Little/David Klemm GRO D ELEV (ft MSL): _7_80_.4_ _ _ _ _ _ _ _ __
TEST METHOD: Double Packer Method using Multiple Pressure Tests METHOD
REFERENCE:
Grou nd Water Manual, US Bureau of Reclamation, I995, Chapter I 0 RESULTS OF PERMEA BILITY CALCULATIONS MU LTrPLE STE P TEST Step Flow(Q) Pressure (osi) Lugeons Permeability Permeability (gpm) Gauge Effective (ft/sec) (cm/sec)
I 0.o3 40 55 0 6.63E-08 2.0E-06 2 0.04 50 65 0 7.5E-08 2.3E-06 3 0.05 60 75 0 8. IE-08 2.5E-06 4 0 50 65 0 0.0E+00 0.0E+00 5 0.02 40 55 0 4.4E-08 1.3E-06 AVERAGE 0 5.3E-08 1.6E-06 SELECTED VALUE~
Rock Desc ription of Tested Interva l:
Moderately Fractured Granitic Gneiss With Intermittent Biotite Hornblende Gneiss TEST lNTERPRETATION EFFECTIVE PRESSURE(psi) FLOW (gpm) 0 20 40 60 80 0 0.0 1 0.02 0.03 0.04 0.05 0.06 I I c:i 2 I I I c:i 2 I
z I I z I I- 3 I- 3
"'~ I I "'~ 4 4
I I 5 I
I 0.06 - - - - - , . - - -.....- - - - , , - - - - - ,
0.05
'[ 004 --- - - r - - - - - : ---
' ; 0 03 - r ----1--
I
~ 0.02 1
I I I 0.0 1 -----, -----1 o.._---+---+-------
o 20 40 60 80 Effective D1fferenual Pressure (ps i)
- Packer Test GM-9R Test I Redo Permeab ility Ca lculations Page I of 4
- PERMEABILITY CALCULATIONS FOR EACH STEP OF TEST CA LCU LAT ED PE RM EA BILITY FOR STEP I Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foo t section of pipe:
40 0.03 0.0 psi gpm psi 92.4 feet of water 3
0 .000 ft /sec (per tables)
Head Loss, L : 0.0 psi 0.0 feet o f water Distance from pressure gauge to bottom oftest section, h 1: 33.7 feet Value o f h, : 33.7 feet Effecti ve Head, H where H = 111+112-l : 126.0 feet 54 .6 psi Dete rmine Sa t ura tion Zo ne:
Se lect Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is satu rated Tu = U-D+H 79.1 feet 0.03 X = (H/fu)* I00 159.4 %
Tu/A 15.8 Dete rmine Condu cti vity Coeffic ient H/ r Value for Zone I analysis A/1-1 Value for Zone I analysis Air 40 Value fo r Zone 2 and 3 analysis Se lect C u from Fig I 0-7 fo r Zone I tests: C u for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Calcula te Kif Z o ne I a nd using single or double pa cker ft/sec cm/sec Calcu la te Kif Z on e 2 a nd using single pa cke r (M ethod I) ft/sec cm/sec Ca lcu la te Kif Zo n e 2 a nd using double packe r (M ethod 2) ft/sec 0 .04 Calcula te Kif Zon e 3 a nd using single pa cker ( Method I) ft/sec cm/sec Ca lcu late K if Zo ne 3 and using double packer (Method 2) 6.63E-08 ft/sec 2.02E-06 c m/ sec Is this step valid ?
If (Q/a)*(estim ated porosity) > 10 the calculations may not be valid due to turbulent fl ow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (esti mated porosity) > 10?? True, Test Valid
Flow Rate, Q:
Head loss pe r TEN foo t section of pipe:
Head Loss, L :
Di stance from pressure gauge to bottom of test section, h 1:
Val ue ofh 1:
50 0.04 0.0 00 33.7 33.7 psi gpm psi psi feet feet 11 5.5 feet o f water 3
0 .000 ft /sec 0 .05 0.0 feet o f water Effecti ve Head, H whe re H = II 1+112-L : 149. 1 feet 64.6 psi Dete rmine Saturation Zone:
Se lect Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 102.2 feet X = (I-I/Tu)* I00 145 .9 % 0 Tu/A 20.4 Dete rmine Condu cti vity Coefficient H/r Value for Zone I analysis A/1-1 Val ue for Zone I analysis Air 40 Value for Zone 2 and 3 analysis Se lect C u from Fig I 0-7 for Zone I tests : C u fo r Zone I Cs fo r Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Ca lculate Kif Zo ne I and using single or double packer ft/sec 0.02 Ca lculate Kif Zo ne 2 and using single packer (Method I) ft/sec cm/sec Ca lculate Kif Zo ne 2 and using double packer (Method 2) ft/sec cm/sec Ca lcula te Kif Z o ne 3 a nd using single packer (M ethod I ) ft/sec cm/sec Ca lcu la te K if Zone 3 a nd u sing d ouble packer (M ethod 2) 7.47E-08 ft/sec 2.2 8E-06 cm/sec Is this step va lid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent fl ow Calculate a, the total open area of the test section: 3. 9 square feet Is Q/a * (estimated porosity) > 10?? T rue, Test Valid
- Packer Test GM-9R Test I Redo Permeability Calculations Page 2 of 4
Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh i:
Effective Head, H where H = I, l+h2-l :
60 0.05 0.0 0.0 33.7 33.7 172.2 psi gpm psi psi feet feet feet 138.6 feet of water 0.000 ft 3/sec (per tables) 0.0 feel of water 74.6 psi Determine Saturation Zo ne:
Select Zone I , 2, or 3 3 Zones I and 2 are unsatu rated, 3 is satu rated Tu = U-D+H 125 .3 feel X = (1-Vfu)* I00 137.5 %
Tu/A 25. 1 Determine Conductivity Coefficient 1-1/r Value fo r Zone I analysis A/H Value for Zone I analysis Afr 40 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 fo r Zone I tests: Cu for Zone I Cs fo r Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Ca lculate K if Zone I and usi ng single or double packer fl/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I) fl/sec cm/sec Ca lculate Kif Zone 2 a nd using double packer (Method 2) fl/sec cm/sec Ca lculate K if Zone 3 and using single packer (Method I) fl/sec cm/sec Ca lculate Kif Zone 3 a nd using double packer (Method 2) 8.08E-08 fl/sec 2.46E-06 cm/sec Is this step valid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due lo tu rbulent fl ow Calcul ate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid CA LCU LAT ED PERMEA BILITY FOR ST EP 4 Gauge Pressure, h2, 50 psi 11 5.5 feet of water Flow Rate, Q: 0.00 gpm 0.000 ft 3/sec Head loss per TEN foot section of pipe: 0.0 psi (per tables)
Head Loss, l : 0.0 psi 0.0 feet of water Di stance from pressure gauge to bottom oftest section, h1: 33.7 feet Value ofh i: 33.7 feet Effective Head, H where H = h l+h2-l : 149. 1 feet 64 .6 psi Determine Satura tion Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 102 .2 feet X = (1-Vfu)* I00 145.9 %
Tu/A 20.4 Determine Condu ctivity Coeffi cient 1-1/r Value for Zone I analysis A/H Value fo r Zone I analysis Afr 40 Value fo r Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests : 64 Cs for Zones 2 and 3 Calculate Kif Zone I a nd using s ingle or double packer fl/sec cm/sec Ca lculate Kif Zone 2 and using single packer (Method 1) fl/sec cm/sec Ca lculate Kif Zone 2 and using double packer (Method 2) fl/sec cm/sec Ca lculate Kif Zone 3 and using single packer (Method I} fl/sec cm/sec Ca lculate Kif Zone 3 and using double pa cker (Meth od 2) 0.00E+00 fl/sec 0.00E+00 cm/sec Is this step va lid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent fl ow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-9R Test 1 Redo Perm eability Calculations Page3 of 4
- CALCULATED PERMEABrLITY FOR STEP 5 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Di stance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
Effecti ve Head, H where H = It J+lt2-L :
40 0.02 0.0 0.0 33.7 33.7 126.0 psi gpm psi psi feet feet feet 92.4 feet of water 3
0 .000 ft /sec (per tables) 0.0 feet of water 54.6 psi Determine Saturation Zone:
Select Zone l , 2, or 3 3 Zones l and 2 are unsaturated, 3 is saturated Tu = U-D+H 79. 1 feet X = (H/fu)* l 00 159.4 %
Tu/A 15.8 Determine Conductivity Coefficient H/r Value for Zone l analysis A/1-1 Value for Zone I analysis Nr 40 Value for Zone 2 and 3 anal ysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Calcu late Kif Zone l and using s ingle or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calcu late Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 4.42E-08 ft/sec l.35E-06 cm/sec Is this step valid?
If (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test sectio n: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-9R Test I Redo Permeability Calculations Page 4 of 4
Calculation of Permeability By The Rising Head Method
- (Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 10/1 5/2007 GM-9R 48.27 feet Screen Length: 5. feet Casing Radius: I . Inches Effective Radius: 1.5 Inches Static Water Level: 30.43 feet Water Table to Screen Bottom: 43.27 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with tri al 0 There are 90 tim e and drawdown measurements Maximum head is 2.053 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 10/15/2007 GM-9R 1
Bouwe r and Ric e paramete r A = 2 .7 1 e-002 Bouw er and Rice pa rameter B = 0 .5 ln(Re/ Rw) = 3 .314058e+000 Analys is starts at time 6 . Seco nd s Analys is end s at time 24. minutes 5 1 Measurements a nalyzed from 3 to 53 Hy draulic Co nductivity = 6 .857e-00 5 cm/sec 1 Points not plotted bec ause he ad ratio <= 0 .0 Transmissivity = 0 .87 17 mete rs2/day These points are not included in the analys is 0 5 10 15 20 25 30 35 40 AdJusted Time (minutes)
Analysis by Julie Petersen of S&ME , Inc. Ho ,s 2.053 feet at 0. Seconds PERMEABILITY 5
6.86 x 10- cm/sec
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-9R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-7 Depth:
42.7 to 44.2 ft bis F : Orange, Tan, and Red, Silty, Clayey, Medium to Fine Sand (SC) 100%
90% '"""""' ~
~
80% 1, 70%
\.
\ C)
C:
60% 'iii
~ Ill ra 50%
40%
i'-
~- . - ....
0..
C:
Cl>
CJ r--.. ~ I.
Cl>
0..
30% - ,...._
~
20%
10%
0%
A A A 100 10 N 1 0.1 It) 0.01 "It 0.001 I'!
<O 0 0 0 Particle Size (mm) ci ci
>2mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel %Sand % Silt %Clay 0.8% 56.0% 16.9% 26.3%
Adjusted for 0% 56% 17% 27%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand , silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-23 4 Boring No. __G_M_-_9_R_ _ _ Q 1111)
EXl'l.,1:-..MII >:--.
- Boring Depth: 42 .7 to 44.2 ft bis - - -,- - -
I.int' nt t'<ILl,11 .. p,*l*lf il* , 11*id l1Ht*ff,1I I ,rod l ;11*r11*n:
% Sand: 56% P,,n ic IP , 1l t' mnu
...;,Hld .!-tl.tlli.! 'i Sil l IUH,.! 'rll.(HI.J Cl,11*
- il .llll4
% Silt: 17% I cLi v I
% Clay: 27% I I
I Estimated Specific Yield: 5%
Sill ~11.e (percent)
FIGURE 4.11 Tex tural cl assiiicati on triangle fo r unconsolidated materi als showing the rel ati o n between parti cl e si ze and speci fic yield . Source: A . I. Jo hnson, U .5. Geol ogica l Survey Water-Suppl y Paper 1662-D, 1967.
11£T'EtlT~
d
~
~
d
?c d
I
~
II\
1
~
~
..1
...=
3i e~
- I
,~ !a ~! a:
~
\oiW
- ~
j~
w""'
2-'
- ,~
?1-c
... fj :I fj ~3 ~! fi
~d uu u5
~
~
§ Estimated Porosity: 46%
- Variation of Porosity, Specific Yleld, and Specific Retention wtth Grain Size (after Bear, _ 1 972)
I. Boring No.:
GM-9R PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-6 Depth:
37.7 to 38.2 ft bis Sample
Description:
F: Red and Gray, Silty, Clay, With Medium to Fine Sand (CL) 100%
90%
80%
-- *~ :,..""
r-..
70%
r-..... -
- r--,., en 60%
~ C:
tn u-~ tn I'll
.. r-,..
50%
r'-1 t,... ...
a.
40%
. C:
(1)
~
(1) a.
30%
20%
10%
0%
100 10 N 1 0.1 It) 0.01 v 0.001 N
(0 0 0
Particle Size (mm) 0 c:i c:i
> 2mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt %Clay 0.1% 27.6% 22.6% 49.6%
Adjusted for 0% 28% 23% 50%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G _M_-9_R_ _ _ _
EXl'l.1\:-.. .- \Tll l:-..
- Boring Depth : 37.7 to 38.2 ft bi s '
\.i 1w ot Pqu,, 1 "P* 'l"ll ll \ u*lcl
/,11,*n-. 1/ I ,rnd \ ;i1*n 1*n1
% Sand: 2 8% P,ut i, IP ,11.p 11m11
,.md .!-1).1 111~ t Silt ll .llh ~ ;-, t.11114 Cl,1y
- 11 .0114
% Silt: 23%
% Clay: 50%
Estimated Specific Yield: 1%*
- Estimated Value
~
~ t,.;,,.,~......£;~~~ ~~.t..-..~.,.,...J.:,.,....;;,;,,.,..,...1....~ ~~~,.......,~~,....L.~..:>,......L.-.~ ~ "
Sill s1 1.e (percenl)
FIGURE 4.11 Textural c:lassiiication triangle for unconsolidated materi als showing th e relation between particle size and specific yield. Source : A. I. Johnson , U .S. Geologi cal Survey Water-Supply Paper 1662-D, 1967.
~ '~,
~ ' \
CD I I
.::c 2
1,/
I h! I t __, . . / I /
SPECIFIC IIETttfTICli
~
Q
~
~
?c d
JI d
I II\
i
~
S!
.-1
!j e~
- i
,~ ri i; CIC l:11
';~
"'""' I~
""'is ~fS 25 2-'
- 2~
!S-c
~d a!
u'-' u Ji5 ~
~
§ Estimated Porosity: 49%**
- sased on Table of Selected Va lues of Porosity, Specific Yield and Specific Retention, USGS Water Supply Paper 2220.
Variation of Porosity, Specific Ylefd, and Specific Retention wfth Grain Size (after Bear, _ 1 972)
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-9R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-10 Depth:
57.7 to 59.2 ft bis M2: Tan, Micaceous, Silty, Coarse to Fine Sand (SM) 100%
90%
---.~
80% '
70% C) 60% ' \
C:
'iii 50%
'\ VI n:I a..
+'
C:
~ Cl) 40% ~
Cl) a..
30%
20%
10%
~~.
"'* --~ .....-, -
~
I 0%
- 100 From Graph:
10
> 2mm
% Gravel N
1 Particle Size (mm) 2 mm - 0.0625 mm
%Sand 0.1 ll)
N 10 0
ci 0.01 0.0625 mm - 0.004 mm
% Silt
~
0 0
ci 0.001
<0.004 mm
% Clay 4.6% 80.3% 13 .2% 1.9%
Adjusted for 0% 84% 14% 2%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-_9_R_ __
EXl'l.,1:S. .-lflC l:S.
- Boring Depth: 57.7 to 59 .2 ft bis '
I.in,* 11t Pqu,11 .. p1 *l*uu , 11*icl
/ ll/l ' ff,11 I ,tilt/ ; jlt'ft f 'ltt
% Sand: 84% P,Htic Jp .. Il l' 1111111
..,,111d 1-11.1111.! i Sill 0 .llh.! Y-tl.tll l Cl,1v
- II.IJ114
% Silt: 14%
% Clay: 2%
Estimated Specific Yield: 30%
Si ll si .e 1percen1J FIGURE 4.11 Textural classification triangle for unconsolidated materials showing the relation between particle size and specific yield . Source : A . I. Johnson, U .S. Geological Survey Water-Supply Paper 1662-D, 1967 .
Estimated Porosity: __4.;.;;:2:....:.%..c..o_
- Variation or Porosity, Specific Yleld, and Specmc Retention with Grain Size (arter Bear, _ 1 972)
!~~
S&ME, Inc. 1. BORING AND SAMPLING JS JN ACCORDANCE 975 I Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 2. PEN ETRATION (N- VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF I40LB. HAMMER FALLING 301N. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE I 4 IN ID SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-10 Location: Seneca, SC Number: 1264-07-234 Sheet No. I of I Boring Depth (ft) : 30.0 I Elevation (ft): 735.3 Driller: Jay Little, SC Cert No.
B1575 Date Ori.lied : 10/25/07 Logged By : Scott Dacus I Water Level: Stabilized Water Level at 6.00 ft bis Drilling Method: 41/4" U.S.A.
Elev. Depth Lith- Well Penetration Resi stance (Blows/Foot) ology Material Description (Feet) (Feet) Construction 0 50 100
~735
~ ~
.,,,. t<.. PRE-DUG HOL E FOR UTILITY CLEARANCE:
._ i'\ v"
~I
._ - 1< X: FILL
._ - XQ I~~ I X
~
'-730 II
._ ~
V' FILL (F): Brown, Micaceous, Clayey, Silty, Medium to
._ ~ " a.i'\= "4-..,_fine SAND /
~
SOI L/S APROLIT E (M l): Red, Tan, and Brown,
~ ~
._ Micaceous, Medium to Fine Sandy, SILT
'- 10 - * . .
._ 725 I-I-
~
I-I-
._ SOIL/SAPROLITE (M l): Reddish-Orange, Micaceous,
~no Clayey, SILT I-I-
~
'-715 co
~
I:! ._
n._
(!)
SOIL/SAPROLITE (M l ): Orange, Micaceous, Clayey,
._ SILT With Manganese Nodules 0
z ._
~ ._
(!) ._
- 5
~
'-710 0.. ._
(!)
8._
...J
(/) ._
z ._
0 a ._ _. *.
- SO IL/SAPROLITE (Ml): White, Brown, and Gray, w
0:: ._
w ._
0 ._
V/ ~ \Mi caceous, Silty, Medium to Fine SAND /
'//V u
w 0:: 30 SOIL/SAPROLITE (M l ) O_range, Micaceous, Clayey, SILT W ith Manganese Stammg and White, Medium to I
...J
...J Fine Sand Seam at 29.90 ft bis
~
I I-Lithologic Informatio n Obtained From GM-IOR
~ Boring Terminated at 30.00 ft bis 8
...J
(!)
z ix 0
(D
Sheet 1 of 2 COMPLETION REPORT OF WELL No. GM-10 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07 -234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 6.00 ft bis LATITUDE: 34°47'38.220" DRILLING CONTRACTOR : S&ME, Inc. LONGITUDE: 82°53'40.225" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 737.89 DATE DRILLED: 10/25/07 DATUM : MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
....J 1-- ~ z ~ ~
0 DETAILS UJ <( .
WELL CONSTRUCTION DETAILS DESCRIPTION Ill I
1-- ~ fu$ (9 >t.
~
>- fu$ 0 UJ
....J LU
.....I UJ Cf) 0 PROTECTIVE CASING 0.00 GS 735.27 Diameter:
t;:P~R~E"-D:;;U"G=;,-;H"O;-;LE;=----is;,s;,sr;;r O Type:
FOR UTILITY Interval:
CLEARANCE: FILL RISER CASING Diameter: 2" 5
Type: Sch. 40 PVC FILL (F): Brown , Interval: 0 to 13.8 ft bis Micaceous, Clayey, Silty, Medium to Fine AND GROUT SOIL/SAPROLITE 9.80 725.47 Type: Neat Cement (M1) : Red , Tan , and 10 Interval O to 9.8 ft bis Brown, Micaceous, Medium to Fine 11 .80 723.47 Sandy, SILT SEAL Type: Bentonite SOIL/SAPROLITE Interval: 9.8 to 11.8 ft bis 15 (M1):
Reddish-Orange, Micaceous, Clayey , FILTERPACK SILT Type: #1 Silica Sand Interval : 11.8 to 28.8 ft bis 20 SCREEN Diameter: 2" SOIL/SAPROLITE (M1) : Orange, Type : 0.010 Slotted PVC Micaceous, Clayey, Interval: 13.8 to 28.8 ft bis
"" SILT With 8.... Manganese Nodules 25 l:i
~
w
~ t-,s"""'o,..,.1uc-=-sA~P=R=-c0:-7L-,,IT=E=----+--,.....,il'-,+
.*.: .": 28.30 706 .97 LEGEND 28.80 706.47
, (M1): White , Brown,
~ and Gray, Micaceous, 30.00 705 .27 FILTER PACK TOC TOP OF CASING 30 GS GROUND SURFACE g Silty, Medium to Fine BENTONITE BS BENTONITE SEAL
~ AND is SOIL/SAPROLITE ~ CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN o (M1): Orange, ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
- i! Micaceous , Clayey, TD TOTAL DEPTH
~ SILT With ~ STATIC WATER LEVEL CG CEMENT GROUT 0
u r - - - --
w
---.....__,..____._ __ _ ~ - - ~ -~ -~ - - - - - - - - - - - - - - - - - - -- ----1 a::
~~.--- - ------------------C-O-M-PL_E_T_IO_N_R_E_P_O_R_T_O_F_
- ~
~
E 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No GM 1O
~
ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 2
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07 -234 LOGGED BY: 735.3 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
....J 1-~ z i== ~
0 I DETAILS w <{ .
WELL CONSTRUCTION DETAILS DESCRIPTION CD 1-~ [b~ (!) >s
- !E [b~ 0 w w
....J
(/) 0
....J w
(See Page 1)
Manganese Staining and White , Medium to Fine Sand Seam at
\29 .90 ft bis co
~
~
ti
(!) l w
- LEGEND
<n
~
(!)
FILTER PACK TOC TOP OF CASING GS GROUND SURFACE 8 BENTONITE BS BENTONITE SEAL
...J
(/)
z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
"'>w TD TOTAL DEPTH
_y_ STATIC WATER LEVEL CG CEMENT GROUT 8w
...J i
~
(!)
COMPLETION REPORT OF z 9751 Southern Pine Boulevard 0
ii' WELL No. GM-10
>- Charlotte, North Carolina 28273 z0 Sheet 2 of 2
- ENVIRONMENTAL SERVICES
Calculation of Permeability By The Rising Head Method
- (Slug Test)
Site ame:
Test Date:
Well La bel:
Aquifer Thickness:
0 S-GWPP 11/8/2007 GM- 10 27.8 feet Screen Length: 15 . feet Casin g Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Co rrected Casing Radius: 1.844 Inches Static Water Level: 6. feet Water Table to Screen Bottom: 22. 8 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 53 time and drawdown measurements Maximum head is 3.068 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/08/2007 GM-10 1
Bouwer and Rice parameter A= 3 .3 Bouwer and Rice paramete r B = 0 .6772 ln(Re/Rw ) = 3 .007095e+000 Gravel Pack Porosity: = 30. %
Correc ted Casi ng Rad ius: = 1.844 Inches Analysis starts at time 36. Seconds Analysis ends at ti me 1.75 minutes 24 Measurements analyzed from 13 to 36 r
0 0 0 0
0 1 e--002 Hydraulic Conductivity = 1.827e-003 cm/sec Transmiss ivity = 13.38 meters2/day 0 2 4 Adjusted nme (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 3 068 feel at O Seconds PERMEABILITY
- 1.83 x 10-3 cm/sec
- ~ T ~
S&ME, Inc. I. BORJNG AND SAMPLJNG IS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D- / 586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLJNG 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE I 4 IN ID SAMPLER I FT Project: Oconee uclear Station Boring No. GM-lOR Location : Seneca, SC Number: 1264-07-234 Sheet No. I of 3 Boring Depth (ft): ss.ol Elevation (ft): 735.3 Drill er: Jay Little, SC Cert No.
B1575 Date Drilled: 10/22/07 Logged By: Scott Dac us I Water Level : Stabilized Wa ter Level at 7.59 ft bis Drilling Method: 41/4" H.. A.
Elev. Depth Lith- Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) ology Material Descripti on Construction 0 50 100 I~
- 735 ><~X X, ,,,,.,..,
PRE-DUG HOLE FOR UTIL ITY CLEARANCE:FlLL 1--
L- ,,, ,._
- ,'\ ~.,,,.
I X ~:)
~
'-- X, ii'
'- ,,, "l'Y 1--
- ~:')(
1-- >00 II
~~
5-
'-- 730 -
1--
Q ~/(
- X .,,() FfLL (F) : Brown, Micaceous, Clayey, Silty, Medium to II I-
,Fine SAND
~
r I-
.. SOIL/SAPROLITE (M l): Red, Tan, and Brown, .Y
-. Micaceous, Medium to Fine Sandy, SILT
~
III
- 7.
- 10 - .
- 725 - .
- ~ ~
1--
- V I/
12 t
'- SOIL/SAPROLITE (M l) Reddish-Orange, M icaceous, 15 - l/
'-- 720 - Clayey, SILT
- I 1-- I/
L- >
[/
~
I-
~
~~v I
~
- 20 -
~ I
-7 15 -
~~
- SOIL/SAPROLITE (M l): Orange, Micaceous, Clayey, III
~ ~
- SILT With Manganese Nodul es 0 -
z
~
~~
~~
(!)
- I 41
- i 25 -
7 '-- 710
[l_
[/~
~~
1--
(!)
8--' -
I en -
~
z ,__ -
I ~
0 0 I-w Q'. I -
- . .. SOlL/SAPROLITE (Ml): White, Brown, and Gray, I
w 0
jv ~ Micaceous, Silty, Medium to Fine SAND I 7t
(.) ' -
w 30 SOIL/SAPROLITE (M l): Orange, Micaceous, Clayey, r
I Q'.
'-- 705 - :. *.. SILT Wi th Manganese Staining and White, Medium to Fi ne Sand Seam at 29.90 ft bis
~
I-IL-
- ... SOfL/SAPROLITE (M l): Tan and White, Micaceous,
~ L-
- ... Si lty, Medium to Fine SAND
~ ~
(!) ' - -
g '- -*.. .. :- :
\
C!J 1--
~
z ii: '-
g~ - . . ...*. *.* ~
- ~~
S&ME, Inc. ! . BORJNG AND SAMPllNG IS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VALUE) JS THE NUMBER OF
- Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FAlllNG 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRJVE 1 4 IN ID SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-lOR Location : Seneca, SC Number: 1264-07-234 Sheet No. 2 of 3 Boring Depth (ft): 88.0 I Elevation (ft): 735.3 Driller: Jay Little, SC Cert No. Date Drilled: 10/22/07 B1575 Logged By : Scott Dacus 1 Water Level: Stabilized Water Level at 7.59 ft bis Drilling Method: 41/4" H.S.A .
Elev. Depth Lith- Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100
-700 40- ** ..
~ 695 - *: ..
- . SOIL/SAPROLITE (M l): Black and Orange, Silty,
- _:::_-: * *** . . Medium to Fine SAND With Manganese Staining 45
- 690 - *.
'-- 685 I-SOIL/SAPROLITE (M l ): Tan and White, Micaceous, 50 _ . * *. : : Silty, Medium to Fine SAND I-I-
-- _. *.. * . . SOIL/SAPROLITE (M I): Black and Tan, Micaceous, 55 - * * * * * . . Silty, Medium to Fine SAND
-680 - -* ..
C0 e I-
~
,-.. ~
,_ I -
0
('.)
0 z
~
~
~ I-('.)
_ . .. Auger Refusal at 61.20 ft bis 60 - *:. :.. . . Resume Auger Drilling at 61.40 ft bis
~ ~ 675 -*
(31- -.
0 l-g,_
~
ROCK LENSE: Medium-Grained GRANITIC
!£ l -
o~
GNEISS I o~ - WEATHERED ROCK (M2): When Sampled Becomes w
ffi1-
- 'If! Black and Tan, Micaceous, Si lty, Medium to Fine e5u_- ~~ SAND w 65 -
"'-670
...I -
~- -
\
\.:
- .~
\\ Auger Refusal at 70.00 ft bis
- ~T~
S&ME, Inc. I . BORING AND SAMPLING IS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRATION (N- VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLO WS OF 140 LB. HA MMER FALLING 30 IN REQUIRED TO ENVIRONMENTAL SERVICES Fax : 704-525-3953 DRIVE I 4 IN I.D SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-lOR Location: Seneca, SC Number: 1264-07-234 Sheet No. 3 of 3 Boring Depth (ft): 88.0 I Elevation (ft): 735.3 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 10/22/07 Logged By: Scott Dacus I Water Level: Stabilized Water Leve l at 7.59 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Res istance (B lows/Foot)
(Feet) ology Material Description (Feet) Construction 0 50 100 t- 665 , \ \' WEATHERED ROCK (M2) : When Sampled Becomes
- ~\1 Black and Tan, Micaceous, Silty, Medium to Fine
- SA 'D; Mostly Core Loss
\~
- r
,- - -;:",. I t- 660 WEATHERED ROCK (M2): Few Small Pieces of Medium-Grained GRANITIC GNEISS Recovered ;
t- Mostly Core Loss due to Soil Seams t-655 PARTIALLY WEATHERED/FRACTURED ROCK (WF) : Medium-Grained GRANITIC GNEISS
,- Intensely Fractured, Low Angl e, High Angle and
,- Horizontal Joints With Slight to No Staining 11111 t-t- 650 t-t-
Boring Terminated at 88.00 ft bis (X) 12
(:i 6
(!)
0 z
~
(!)
- '.5 a.
(!)
g
_J en z
0 0
w a::
w 0
u w
a::
_J
_J
~
I t--
~
8
_J
(!)
z a'.
0 al
FIELD ROCK CORE LOG Oconee uclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Core Location: GM-lOR 70 NQ Core - Auger Refusal at 70.00 ft bis 79 Horizontal Frncturc, No Staining 71 80 Horizontal Fracture, No Staining Horizontal Fractures, No Staining 72 81 ----1---1 Hon zontal Fracture, No Staining, Muscovite m Fracture 73 82 Ho n zontal Fractures, No St.uning 74 83 End or Run #3 , REC - 94o/. , RQO - 65%
- 75 End of Run # 1, REC - 40 2%, RQD -27 4%
Hon zontal Fractures, No Slllmmg 84 High Angle Fracture, Shght Staining Horizontal Fractures, No Staimng Horizontal Fractures, No Staining EXPLANATION 76 85 Hori zonta l Fractures, No Stai ning 81 Conc rete Vertica l Fracture Moderately Healed Gran itic Gneiss 77 86 High Ang le Fracture, No Staining Biotite Hornblende Gneiss Hom.ontal Fracture, No Staini ng ~
Core Loss 78 87 Fracture End of Run Horizontal Fractures, No Stain ing Contact End of Run #4, REC - 90.6%, RQD - 34 4% - - Healed Joi nt Coring Terminated at 88 00 ft b is 79 88
- Page I of I
Sheet 1 of 3 COMPLETION REPORT OF WELL No. GM-10R PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 7.59 ft bis LATITUDE: 34°47'38.229" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'40.175" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 737.91 DATE DRILLED: 10/22/07 DATUM : MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
_J 1- ~ zw i= ~ .
0 I DETAILS <(
WELL CONSTRUCTION DETAILS DESCRIPTION Ill 1-~ [TI~ ('.) >~
~ [TI~ 0 w w en 0
_J _J w
PROTECTIVE CASING 0.00 GS 735.29 Diameter:
'""P""R'""E"-D""'"U.,.,G"H-;-:O"'L-;cE~---1=:,,o;;,t- O Type:
FOR UTILITY Interval :
CLEARANCE: FILL RISER CASING Diameter: 2" 5
Type: Sch. 40 PVC FILL (F): Brown , Interval: 0 to 83 ft bis Micaceous, Clayey, Silty, Medium to Fine AND GROUT SOIUSAPROLITE Type: Neat Cement 10 (M1 ): Red , Tan , and Interval : 0 to 80 ft bis Brown, Micaceous, Medium to Fine Sandy, SILT SEAL Type: K-packer SOIUSAPROLITE Interval : 82.43 to 82.63 (M1):
Reddish-Orange, Micaceous, Clayey, FILTERPACK SILT Type:
Interval:
SCREEN Diameter: 2" SOIUSAPROLITE (M1 ): Orange, Type: 0.010 Slotted PVC Micaceous, Clayey, Interval : 83 to 88 ft bis
- g SILT With 8
r--
Manganese Nodules b
('.)
LEGEND
~ SOIUSAPROLITE
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07 -234 LOGGED BY: 735.3 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
-' 1-~ z i==~
0 I DETAILS w <( .
WELL CONSTRUCTION DETAILS DESCRIPTION co
~
1-~ fu :E. (.'.)
w
>~
w
>- fu :E. 0 w
en 0 (See Page 1)
Manganese Staining and White, Medium to Fine Sand Seam at 9.90 ft bis *.... .:
(M1) : Tan and White, Micaceous, Silty, *. ..
Medium to Fine *'.
SAND (continued)
SOIUSAPROLITE (M1): Black and Orange, Silty, Medium to Fine SAND With Manganese Staining SOIUSAPROLITE * '.
(M1): Tan and White, Micaceous, Silty, Medium to Fine *.. .
SAND *.* :
SOIUSAPROLITE (M1): Black and Tan , ..
Micaceous, Silty, Medium to Fine SAND ... .:
ROCK LENSE:
Medium-Grained GRANITIC GNEISS WEATHERED ROCK (M2): When Sampled Becomes Black and Tan, Micaceous, Silty, Medium to Fine SAND (0
~
~.,...,....,~~~~~---
ti WEATHERED ROCK l!l (M2): When Sampled
!Ii Becomes Black and LEGEND
- l Tan, Micaceous, Silty,
~ Medium to Fine Q FILTER PACK TOC TOP OF CASING l!l SAND; Mostly Core GS GROUND SURFACE 8...J _
Loss
_ _ _ _ _ __ , , , , , . , , , , , BENTONITE BS BENTONITE SEAL
~ ~ CEMENT GROUT ~~C ~~;iRF~~CRKEEN fil ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN a:: TD TOTAL DEPTH
~ ~ STATIC WATER LEVEL CG CEMENT GROUT g________JILI....,._,UJ.__......,._~,._----"-'U.0.-"-----'----'-----'--------------------------1 w
i~---,---5-&___ ME________________C_O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F_
a:'.
...J
- ~
°
~ ENGINEERING
- TESTING 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-1 OR Sheet 2 of 3
- . ENVIRONMENTAL SERVICES
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION :
PROJECT NO: 1264-07 -234 LOGGED BY: 735.3 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
_J 1-~ z i==~
0 I DETAILS w <{ .
WELL CONSTRUCTION DETAILS DESCRIPTION OJ 1- ~ 8:i~ (.!)
w
>!S w
~
>- 8:i~ 0 _J _J w
en 0 (See Page 1)
WEATHERED ROCK 80.00 655.29 (M2): Few Small 80 Pieces of Medium-Grained GRANITIC GNEISS 82.43 652.86 Recovered; Mostly 82 .63 652 .66 Core Loss due to Soil 83.00 652 .29 earns (continued)
PARTIALLY 85 WEATHERED/FRACT ROCK(WF) :
Medium-Grained 87.50 647.79 GRANITIC GNEISS 88.00 647.29 Intensely Fractured ,
Low Angle , High Angle and Horizontal Joints 1th Slight to No taining
<0
~
~
ti
(!)
w
- LEGEND
(/)
~
(!)
FILTER PACK TOG TOP OF CASING GS GROUND SURFACE 8...J BENTONITE BS BENTONITE SEAL
(/)
z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS/ BACKFILL SSC BOTTOM OF SCREEN Q:'.
w TD TOTAL DEPTH
_y_ STATIC WATER LEVEL ei ol---------'----'---'------'--~-~~-~----------
CG CEMENT GROUT
i w
Q:'.
...J
~~ -- S - &M C_O_M
_P_ L_E_T_IO
_ N_R_E_P_O_R_T_O_F__
~
~
E 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-10R
§:::;; ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 3 of 3
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-lOR Sample o: I Depth (ft-bis): 8.5 - 10 Blow Count: 1*3 *4 Sample No: 2 Depth (ft-bis): 13.5 - 15 Blow Count: I *5*7 Sample No: 3 Depth (ft-bis): 18.5 - 20 Blow Count: I *2 *2
- Sample No: 4 Depth (ft-bis): 23.5 - 25 Blow Count: 2*2*2 Sample No: 5 Depth (ft-bis): 28.5 - 30 Blow Count: 2 *3 *4 Sample o: 6 Depth (ft-bis): 36.5 - 38 Blow Count: 7*8
- 10
- Page I of 2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-l0R Sample No: 7 Depth (ft-bis): 38.5 - 40 Blow Count: 9
- 11
- 13 Sample No: 8 Depth (ft-bis): 43.5 - 45 Blow Count: 5
- 7
- 10 Sample No: 9 Depth (ft-bis): 48.5 - 50 Blow Count: 9
- 14
- 33
- Sample No: 10 Depth (ft-bis): 53.5 - 55 Blow Count: 12
- 16
- 22
- Page 2 of 2
ROCK CORE PICTURES Oconee Nuclear Station - Groundwater Protection Project &&ME S&ME Project No: 1264-07-234 Core Location: GM-lOR CLASSIFICATION:
70.00' to 75.00': Soil 75.00' to 80.00': Medium-Grained Granitic Gneiss With Soil Seams 80.00' to 88.00': Medium-Grained Granitic Gneiss
- Page I of 1
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
- Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Transformation Rati o m=
ONS-GWPP 10/24/2007 GM-IOR 70' to 75' 75 ft 5 ft (Weathered Rock) 2286.59 cm 152.44 cm Performed by: Scott Dacus Time (sec} Head (cm} Permeabilit~ (cm/sec} Calculations 0
60 120 180 984.09 975 .88 97 1.13 967.59 2.45E-05 l.43E-05 l .07E-05 Kh --
d' *lfml J D -ln H i for 1~>4 1 240 964.79 8.50E-06 8
- L * (t 2 - ti) H2 300 962.38 7.32E-06 360 960.30 6.31 E-06 Where:
420 958.48 5.58E-06 Kh is the Horizontal Coefficient of Permeability ( cm/sec) 480 956.80 5. I 3E-06 H, is the Piezometric Head fo r time; t = t1 (cm) 540 955.24 4.76E-06 H2 is the Piezometric Head for time; t = t2 (cm) 600 953.81 4.39E-06 D is the Diameter of the Standpipe (cm) 900 947.50 3.89E-06 d is the diameter of the Open Length (cm),
1200 94 1.98 3.42E-06 m is the Transformation Ratio, Where 1500 1800 936.89 932.10
- 3. 17E-06 3.00E-06 lm= K1)Kv I Kh is the Hori zo ntal Permeability Kv is the Vertical Permeability 2400 923.72 2.65E-06 L is the Open Le ngth of Hole (cm) 3000 916.80 2.20E-06 3600 911.22 l.79 E-06 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3" MEAN PERMEABILITY (cm/sec) 6.56E-06 Graph of Fiel~d_D_a_ta_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head VS Time 990.00 980.00 970.00
\....._
E 960 .00
~ 950.00 "'-- ..........
~ 940.00 --......__._
Cl)
- t: 930.00 ---..__
920 .00 910.00 900.00 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
- Site Nam e:
Date:
Borin g I.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Tra nsformati on Rati o m=
ONS-GWPP 10/23/2007 GM-IOR 33.5' to 36 .5' 36.5 ft 3 ft (So il Sapro lite) 111 2.8 cm 91.46 cm Perform ed by: Scott Dacus Time (sec} Head (cm} Permeability (cm /sec} Calculations 0 486.40 2
60 120 482.87 480.73 3.07E-05 l .86E-05 d2 -ln( mL J for 1~>1 4
180 478.84 I .66E-05 Kh -- D -ln H1 240 477. 16 I. 47E-05 8-L * (t 2 -t) I H2 300 475 .58 I .40E-05 360 474. 18 I .24E-05 Where:
420 472.87 I . 16E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 47 1.65 l .09E-05 H1 is the Piezometric Head fo r ti me; t = t1 (cm) 540 470.49 l.03E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 469.42 9.54E-06 D is the Diameter of the Standpipe (cm) 900 464.73 8.45E-06 d is the diameter of the Open Length (cm),
1200 460.79 7. 15E-06 m is the Transfo rmation Ratio, Where 1500 1800 457.38 454.27 6.25E-06 5.74E-06 lm= K,)Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeab ility 2400 448 .8 1 5.08E-06 L is the Open Length of Ho le (cm) 3000 444.02 4. 5 IE-06 3600 439.76 4.06E-06 Spreadsheet assumes 3" ID Pioe; NQ Hole, OD= 3" MEAN PERMEABILITY (cm/sec) t.12 E-05 Graph of Fiel,_d_D_a_ta_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head vs Time E 470.00 -t-- ~i.:-- - - - - - - - - - - - - - - - - 1 (J
- 460.00 +-- - - - -- ---..
- :--- , - - - - - - - - - - - - - - - 1 ns Cl)
J: 450 .00 +-- - - - - - - - - --=- ---- - - - - - --I 440.00 +-- - - - - - - - - - - - - - - - - - ==-+---1 430 .00 + - - - - , - --,---....----,-- - - , - - - - . . . - - - - . - - - - i 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- Site Name:
Date:
Boring l.D.
Test Interval:
Total Depth of Hole:
Length of Open Hole:
Tra nsfo rmation Ratio m=
ONS-GWPP 10/24/2007 GM- I0R 70' to 80' 80 ft 10 ft (Weathered Rock) 2439.02 cm 304.88 cm Performed by: Scott Dacus Time (sec} Head (cm} Permeability (cm/sec} Calculations 0 1132.38 15 30 1094.97 I 072.93 2.34£-04 1.41 E-04 d' - In(Zml J for lm:)41 45 I059.42 8.81 E-05 Kh -- D -In H1 60 1050.18 6.09£-05 8-L*(t 2 -t 1 ) H2 75 1043.48 4.46£-05 90 1038.45 3.36E-05 Where:
Kh is the Horizontal Coefficient of Permeability (cm/sec)
H1 is the Piezometric Head for time; t = t1 (cm)
H2 is the Piezometric Head for time; t = t2 (cm)
D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where l m= K,,/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
- Graph of Field Data MEAN PERMEABILITY {cm/sec}
1.00E-04 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3" Head vs Time 1140.00 1120.00 E 1100.00 CJ
- 1080.00 nI Cl)
- c 1060.00 1040.00 1020.00 0 20 40 60 80 100 Time (sec)
Calculation of Permeability By The Rising Head Method
- (Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 11/8/2007 GM-I0R 85.41 feet Screen Length: 5. feet Casing Radius: I . Inches Effective Radius: 1.5 Inches Static Water Level: 7.59 feet Water Table to Screen Bottom: 80.41 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 68 time and drawdown measurements Maximum head is 1.961 fe et Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method Oconee Nuclear Station Bouwer and Rice Graph 11/08/2007 GM-10R 1
Bouwer and Rice parameter A= 2.7 Bouwer and Rice parameter B = 0.5 ln(Re/Rw) = 3.524647e+OOO Analysis starts at time 0. Seconds Analysis ends at time 1.5 minutes 26 Measurements analyzed from 1 to 26 1 Points not plotted because head ratio <= 0 .0 These points are not included in the analysis
') 0 0
0 0
0 0 0 0 0 Hydraulic Conductivity = 1.545e-003 cm/sec 0 Transmissivity = 34.76 meters2/day 0 0 5 10 15 20 25 30 35 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 1. 961 feet at O. Seconds PERMEABILITY 1.55 x 10-3 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-I0R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-4 Depth:
23.5 to 25 ft bis Ml : Orange, Clayey, Silt, With Medium to Fine Sand (ML) 100%
-- -- -- -- i11~
re.. ..
90%
~
80% I:,.
'1'1111 70%
0, 60%
\ C
!/)
\ !/)
cu 50%
a..
C 40% .
Cl)
(.)
\..~
~.
Cl) a..
30%
20%
10%
i'a 0%
- 100 10
> 2mm N 1 Particle Size (mm) 2 mm - 0.0625 mm 0.1 II)
N
<D 0
c:i 0.01 0.0625 mm - 0.004 mm
-o:t 0
0 c:i 0.001
<0.004 mm From Graph: % Gravel % Sand % Silt %Clay 0.0% 23 .7% 62.1% 14.2%
Adjusted for 0% 24% 62% 14%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nucl ear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. _ _G_M_-_lO_R _ _ _
Boring Depth: 23.5 to 25 ft bis - -- ,---
I.int* Ill l'f(U,11 -.pc *, *1111 \ 11 *itl l1111*n*.1I I .11111 ; ;lt'r11 *n:
% Sand: 24% P,Hl idc- '" Il l' 11111\1
,.1rn l 2-ll.tlh~l Sill O.lll,~ ;-11.111 14 Cl ,11*
- 11.11114
% Silt: 62%
% Clay: 14%
Estimated Specific Yield: 9%
Sill "/.l' (percenlJ FIGURE 4.11 Textural classification triangle for unconsolidated materials showing the re latio n between particle size and spec ific yield. Source : A. I. Johnson, U .S. Geological Survey W ater-Su pply Paper 1662-D, 1967.
-'O - - ' , I
'l I '~
I \
I I
I\ \.
Z ID
- z I
'I I;
/
~ 1./ .
t - - / '"7/ _,I_ - - - - - - - - - - - - SPYclFre 11EtE"ttr1ci-r - - -
Q d
~
d
?c
~
d I
Ill I
I i
~
~
~
=
i.,
3i S:i
- a
,~ !a ji CIC u
WW
=-:c
'-f§
- I..J I~ Zl-c
- ,~
- .5 ~3
~d c!!
uU i=
u5 ~
~
~
§ Estimated Porosity: 45%
- Variation of Porosity, Specific Ylefd, and Specific Retention wtlh Grain Size (after Bear, _ 1 972)
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
GM-l 0R SS-6 36.5 to 38 ft bis Sample
Description:
Ml : Tan and White, Silty, Medium to Fine Sand (SM) 100% -- -- - -- -
90%
80%
70%
" *,1,
' ll, -
C)
C 60% 'iii Ill 50% \ ns Cl.
+-'
C
\_ Q) 40%
"~ ...
(.)
Q)
Cl.
30%
20% - "'-...
- i'-..
10%
... ... r-." ....-
0%
100 10 N 1 0.1 Ill 0.01 0.001 N st (I) 0 0 0 Particle Size (mm) 0 0
> 2mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel %Sand % Silt %Clay 0.6% 70.0% 26.2% 3.2%
Adjusted for 0% 70% 26% 3%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M_-I_O_R_ __ ? 11 11 1 Boring Depth: 36.5 to 38 ft bis - - - ; - --
1.irn* nt ,~riu,,1 -.p1 *l*111r , 11*id 11111'1\',II I .111d ' jll ' (t l'tlt
% Sand : 70% P,Hlic-11' .. 11. t'
- 1111111
~. lllcf ~-\ ) ,I lf 1~ i Sill O.IH,.! \-t l. tH l-l Cl ,11*
- ll.111 1~
% Silt: 26%
% Clay: 3%
Estimated Specific Yield: 26%
Silt ,11.l: (percent)
FIGURE 4.11 Textural classiiication triangle for unconsolidated materials showi ng the relation between particle size and specific yield . Source: A. I. Johnson , U .S. Geological Survey Water-Supply Paper 1662-D, 1967.
. - - POA05ITY - - - - - - - - - - - -
a
~
?.
d JI d
j Ill i
~
- 1 w
...=
3j e~
- a
,~ 1'1j
~Ill
~
i! ...=-~5 25~i 25
'"-IW 2...1
- J~
!S.c
~d a!
Uc.,
Ji u5 t2
~
§ Estimated Porosity: 43%
- Variation of Porosity, Specific Yleld, and Specmc Retention wtth Grain Size (after Bear, _ 1 972)
- ~T~
S&ME, Inc. I. BORJNG AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1 586.
Charlotte, North Carolina 28273 2. PENETRATION (N- VAL UE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLIN G 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 IN I D SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-11 Location: Seneca, SC Number: 1264-07-234 Sheet No. I of 2 Boring Depth (ft) : 40.0 I Elevation (ft): 720.4 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 9/25/07 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 30.19 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth L ith- Well Penetration Res istance (B lows/Foot)
(Feet) (Feet) ology Materi al Descripti on Construction 0 50 100
~ ~~
- 720 GRA SS and TOPSOIL With GRAVEL r I- :><><:
>C :) ')(
FfLL (F): Reddi sh-Brown, Clayey, SILT I-
~
- ,.,>Q ,I ~
~ ~~
- ;x I-r
- g I
FILL (F): Light Brown, Micaceous, Medium to Fine i
I-I-
5- Sandy, SILT With Roots
-7 15 -v I~ i r >Q r )()(>c ><
r Ws
~
-~
- )(
~g
~
- IO -
I~ II
-7 10
-- ,3
- ~
- =j ~
- r IQQ ;x
(')(')(_,.,
)()0 )(
r
-- 15 -
QQ<;
x; FILL (F): Reddish-Brown, Micaceous, Medium to Fine Sandy, SILT
~
~
>- 705 -
r
'"'(')c Ii r '>(
-- 0 )(')(
ms
~
-p3
~
- ~~
~ i~
~:):XX)(
- 20
- 700 ~ >s-v FILL (F) Light Brown, M icaceous, Silty, Medium to
-- I",
II'
'.'> ")(
Fine SA ND
~~
- Q 'x
~
r
>- - ~
-- - ;x
~
a.
8-(!) r 25
- l ~
...J
- 695
~mJ
(/) -p FILL (F) Reddish-Brown, Silty, Medium to Fine z r 0
0 w
-- SAND W ith Manganese Staining Cl'.
~- -~
8- - ~~,S
~- <***=
...J - >O:> ,!\ .* - .,:-**
...J
", ><::-X
~- ..**.~ -
r- 30 - -:*.. .. *. *.*
,* SOJL/SAPR OLITE (M l) Light Brown and White, Sil ty,
- -* -~ ,..*. : Y
- ' ' r-- :
~ - 690 - . . ... . . Medium to Fine SAND * .'. I-- ,
(!) -
g_ - .. . .. ./-~ ./-
- .. . . ,* : , =~ : ,:
~- - . ....*.
.. *:-*-~ ,:-*
- ii::r 0
a,
-:. .. \::§ \::
!~~
S&ME, Inc. I. BORJNG AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1 586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VAL UE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRJVE 14 IN ID SAMPLER l FT Project: Oconee N uclear Station Boring No. GM-11 Location : Se neca, SC Number: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft): 40.0 I Elevation (ft): 720.4 Driller: Jay Little, SC Cert No.
B1575 Date Drilled: 9/25/07 Logged By: Scott Dacus I Water Level : Stabilized Water Level at 30.19 ft bis Drilling Method: 41/4" U.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 ~ 100
,_ - i.-*,+,:c+++---,,.-.,...,,...,,-=,---,----,----:-.,.....,.--=-- ---:--:-:-::-:----i 35 - : . *.
- SOIL/SAPROLITE (MI): Light Brown and White,
~ 685
- ** **
- Micaceous, Silty, Medium to Fine SAND. Layers of
=.. ** Brown, Very Micaceous, SILT at 40.42 ft and 40.48 ft bis 40-----l-.:..J..:.J:_,l--_ __ __ __ __ __ _ __ __ _-l--+-:.__:__...:....:_f--+--+--t-t--+--+-+--i-t--+--+--J Lithologic Description Obtained From GM-11 R Boring Terminated at 40.00 ft bis CX)
!2
("')
C:!
0
('.)
z
~
('.)
'.5
~
('.)
8
...J
<Jl z
0 0
w
"'>w 0
u w
...J
~
I
~
('.)
0
...J
('.)
z ii:
0 (D
I I
L_
COMPLETION REPORT OF WELL No. GM-11 Sheet 1 of 2 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07 -234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 30.19ftbls LATITUDE: 34°47'35.017" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'30.619" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 723.31 DATE DRILLED: 9/25/07 DATUM : MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
..J t-~ z i==~
0 w <( .
DESCRIPTION co I
t-~ DETAILS fu~ ('.) >~ WELL CONSTRUCTION DETAILS
~ w w
>- fu~ 0 ..J ..J w
Cl) 0 PROTECTIVE CASING 0.00 GS 720.37 Diameter:
0 GRASS and Type:
TOPSOIL With Interval:
GRAVEL FILL (F):
Reddish-Brown ,
Clayey, SILT RISER CASING FILL (F): Light Diameter: 2" Brown, Micaceous, 5 Type: Sch. 40 PVC Medium to Fine Interval: 0 to 28.5 ft bis Sandy, SILT With Roots GROUT Type: Neat Cement 10 Interval: 0 to 23 ft bis SEAL Type: Bentonite Interval: 23 to 26.5 ft bis FILL (F):
Reddish-Brown , 15 Micaceous, Medium FILTERPACK to Fine Sandy, SILT Type #1 Silica Sand Interval: 26.5 to 40 ft bis I-.F""IL7 L"""'(F""')-:.,..,Li,....,ghc-:-t--~~ ~ 20 SCREEN Brown, Micaceous , Diameter: 2" Silty, Medium to Fine Type: 0.010 Slotted PVC SAND Interval: 28.5 to 38.5 ft bis 23.00 697.37 26.50 693.87 LEGEND
~r--::------5-&M
_J
___E________________C_O_M_P_L_E_T_IO_N_R_E_PO_RT_O_F~
- ~ 9751 Southern Pine Boulevard WELL N GM 11
~ Charlotte, North Carolina 28273 O. *
~ ENGINEERING
- TESTING Sheet 1 of 2
- ENVIRONMENTAL SERVICES
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 720.4 PROJECT LOCATION : Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
....I 1-- ~ z ~~
0 I DETA ILS w <t: .
W ELL CONSTRUCTION DETAILS DESCRIPTION
[IJ 1--~ fu~ (!)
w
>~
w
~
>- fu~ 0 ....I ....I w
(J) 0 (See Page 1)
- ':.. *. *.*. :~ .. ... .
- . **. ~
SOIUSAPROLITE : *, .">-35 * . . ..*> --
(M1): Light Brown ., * . ~
and White, *. **. ~ *. **.
Micaceous, Silty, Medium to Fine
... . . . *t:::=
38.00 682 .37 SAND. Layers of
.. ::::;::::~ : : ;::.:* 38.50 681 .87 Brown , Very *. . . *. ...
Micaceous, SILT at .:_.......!L....!. 40.00 680.37
>-40 40.42 ft and 40.48 ft bis ti
(!)
w
(/)
LEG END
~
(!)
FILTER PACK TOG TOP OF CASING GS GROUND SURFACE
(!)
0
...J BENTONITE BS BENTON ITE SEAL
(/)
z ~ CEM ENT GROUT FP FI LTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS I BACKFILL BSC BOTTOM OF SCREEN
"'w TD TOTAL DEPTH i:i ~ STATIC WATER LEVEL CG CEMENT GROUT crl
...J
~
~~
(!)
COMPLETION REPORT OF z 9751 Southern Pine Boulevard ii' WELL No. GM-11
....0 Charlotte, North Carolina 28273 z0 Sheet 2 of2
- ENVIRONMENTAL SERVICES
ulation of Permeability By The Rising Head Method
- Site ame:
Test Date:
Well Label:
Test)
Aquifer Thickn ess :
0 S-GWPP 11/ 15/2007 GM-1 1 13.3 1 feet Screen Length: I 0. feet Casing Radius: I . Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 30. 19 feet Water Table to Screen Bottom: 8.3 1 feet Anisotropy Ratio: I Time Adj ustment: 0. Seconds Test starts with trial 0 There are 41 time and drawdown measurements Max imu m head is 2.402 feet Mini mum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/15/2007 GM-11 1
Bouwer and Rice parameter A= 2.475 Bouwer and Rice parameter B = 0 .4678 ln(Re/ Rw ) = 2.433947e+O00 Gravel Pack Porosity: = 30 . %
0 Corrected Cas ing Radius : = 1.844 Inches Analysis starts at time 2 1. Seconds Analysis e nds at time 1.9 minutes 23 Measurements analyzed from 8 to 30 1 Po ints not plotted because head ratio <= 0 .0 01 These po ints are not included in the analysis 0
~
~
0 16 tr "U
I Q) 1 e-002 0
0 0
Hyd raulic Conductivity = 3 .762e-003 cm/sec Transmissivity = 13. 19 mete rs2/day 0 2 3 Adjusted nme (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho Is 2 402 feet at O Seconds PERMEABILITY
- 3. 76 x 10-3 cm/sec
!~T~
S&ME, Inc. I. BORJNG AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRJVE I 4 IN. ID . SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-1 lR Location: Seneca , SC Number: 1264-07-234 Sheet No. I of 2 Boring Depth (ft): 70.21 Elevation (ft): 720.5 Driller: Jay Little, SC Cert No. Date Drill ed: 9/20/07 81575 Logged By : Scott Dacus I Water Level : Sta bilized Water Level at 28.97 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot) ology Material Description (Feet) (Feet) Construction 0 50 100
~
~no
~
- ,<,
- ,;<, v
,GRASS and TOPSOIL With GRAVEL /
FILL (F) Reddish-Brown, Clayey, SILT
~
~
III
~
~
t-
=g O<X I-I-
FILL (F) : Light Brown, Micaceous, Medium to Fine
~ ~
I-
~
5-= ) Sandy, SILT With Roots ~(
~ 715 II
,( 'X
- :> 0
- - ) )
- -=~ ~
)
~
?', ,2
~
X :>
~
- 10 >(
iI
-710 - >( :>
I-
_ IO
- X :> \
- ~~
I-I- - ()
~
~i ~
~
~
- FILL (F): Reddish-Brown, Micaceous, Medium to Fine 15-D 14
~
Sandy, SILT
~705 000
~
~
~ x5
-rxxv
~I
~
~
I-IO x
- Ix (')
I-
~
- -- ~ ,., ><'
6
--700 -~~
~
20 FILL (F) : Light Brown, Micaceous, Silty, Medium to
- - ,< ) Fine SAND
~
(X)
II
-,X,2'
~-
~ -
xo
~
'V 0 V "-
I-t?
I- -
)<. J'
\
~
I- ~ >( :>
X :> 14
~
I-25 ><'.
'--695
~
?',.,,,,.,><
"- FILL (F) : Reddish-Brown, Silty, Medium to Fine
-, ~ ><; SAND With Manganese Staining II a.
t?
0~
~
g~
Cl) <--
- ~ ~ij zQ I-
_y
=~§ I~
01-
~
w
"' I-w 13
> I- 30- -:** *... : : SOIL/SAPROLITE (M l): Light Brown and White, Silty, 8>--690 - :. *** .. Medium to Fine SAND
~~ - :. . . : .
~I
__, ~ - '* .. :
f=
I - :* *:* *.*.
I~
>-~
~~ - . ..
8~ - ... .. * * .
~
...J t?
~
-* *. *.* 15 z~
~
35- .-*. *.* SOIL/SAPROLITE (M l): Light Brown and White,
~~685 - ...
a, *. * *, .. Micaceous Siltv Medium to Fine SAND. Lavers of ~
- !~T~
S&ME, Inc. 1. BORING AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRA TION (N- VA LUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FAL LING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 JN. l. D SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-llR Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft): 70.21 E levation (ft): 720.5 Drill er: Jay Little, SC Cert No. Date Drilled: 9/20/07 B1575 Logged By: Scott Dacus 1 Water Level: Stabilized Water Level at 28.97 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) ol ogy Materi al Description Construction 0 50 100
_ ; . .. Brown, Very Micaceous, SlL T at 40.42 ft and 40.48 ft
- . *** .. bis I- - .. *** . .
I-I-
40 - : **. * ~ II
' - 680 - **. :.. ..
I- -
\
\
~ 32
_ ** SOIL/SAPROLITE (M l): White, Yell ow, and Brown, 45 - * * * * . . Micaceous, Silty, Medium to Fine SAND
- 675 -.*
- WEATHERED ROCK (M2): When Sampled Becomes, L-
~ 670 so -= ~~ White, Yell ow, and Brown, Micaceous, Silty, Med ium to ti:: Fine SAND Auger Refusal at 50.60 ft bis SOUND ROCK (D): Medium-Grained GRANITIC
/
GNEISS With Intem1ittent Medi um-Grained L-L-
L-
- 665
=II BIOTITE HORNBL ENDE GNEISS Moderately Fractured, Low Angle and High Angle Joints W ith Moderate to No Staining
"~Wa _...
r
,~660 60
~11
=~
11111
~
t::::
f g" ~
t::::
t::::
t::::
I~,, "~Wa t::::
t::::
t::::
i
- 8-
...J
(!)
~
70 - 1 2 2 Boring Terminated at 70.20 ft bis lEL __.L__ __L_.....,l_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.......1.._.1..-_.......1.._.1.-....L.........L.---'-.,__......___.___._...__...._.........__,
FIELD ROCK CORE LOG Oconee Nuclear Station - Ground water Protection Project S&ME Project No: 1264-07-234 Core Location : GM-llR so 59 Core Loss 51 60 Horizonlal Fracture, No Staining End of Run #2, REC - 95.4%, RQD - 85.6%
Quartz scam with large biolitc. chloritc grains 52 61 Core Loss Horizontal Fracture. Slight Stainin_e 53 62 Horiwntal Fracture, No Stainin~
High Angle and Hori zontal Fracture, Iron and Manganese Stai ning 54 63 End of Run #3 , REC - IOO3/4, RQD - 70%
Core Loss Horizontal Fracture, Slight Stainin_e
- 55 Horizontal Fracture, No Staining End of Run # 1, REC - 77.83/4 , RQD - 59.0%
64 Horizontal Fracture, Staining EXPLANATION Horizontal Fractures, Staining 56 65 sConcrete Hori zontal Fractures, No Staining. Mafic Lcnsc Granitic Gneiss 57 66 Biotite Hornblende Horizontal Fracture, No Staining Gneiss Horizontal Fracture, No Stain ing
~
Core Loss 58 67 Fracture Horizontal Fractures, No Staining End of Run Contact
- - - Healed Joint 59 68
- Page I of2
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project . . .\IE
- S&ME Project No: 1264-07-234 Core Location: GM-llR 68 End of Run #4, REC - 95 .4%, RQO - 79.2%
High Angle Fracture, Completely Healed with Quartz & Pyrite 69 70 71 EXPLANATIO Concrete Granitic Gneiss Biotite Hornblende Gneiss Core Loss Fracture End of Run Contact
- - Healed Joint
- Page 2 of2
COMPLETION REPORT OF WELL No. GM-11 R Sheet 1 of 2 7
PROJECT: Oconee Nuclear Station I PROJECT NO: 1264-07 -234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 28.97 ft bis LATITUDE: 34°47'35.052" I DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'30.574" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION: 723.48 DATE DRILLED: 9/20/07 DATUM: MSL I LOGGED BY: Scott Dacus STRATA z WELL I 0 0
....J 1-~ z i==~
0 w <t: .
[D I
1-~
DETAILS [b~ ('.) >$ WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w
>- [b~ 0 ....J ....J Cl) 0 w PROTECTIVE CASING 0.00 GS 720.49 Diameter:
1-;G"RA:;--;-;;S'""S_a_n--,-d------,---+ O Type:
TOPSOIL With Interval:
GRAVEL FILL (F):
Reddish-Brown ,
Clayey, SILT RISER CASING FILL (F): Light 5 Diameter: 2" Brown, Micaceous, Type: Sch. 40 PVC Medium to Fine Interval: 0 to 61.5 ft bis Sandy, SILT With Roots GROUT 10 Type: Neat Cement Interval: 0 to 58 ft bis SEAL Type: K-packer FILL (F):
Reddish-Brown , 15 Interval : 60.8 to 61 ft bis Micaceous, Medium to Fine Sandy, SILT FILTERPACK Type:
Interval:
- -,--Li,-gh'"""'t--~ ~~ 2 0 1-,F=;-;IL--,-L-,(F"")-
Brown, Micaceous, Silty, Medium to Fine SCREEN SAND Diameter: 2" Type: 0.010 Slotted PVC Interval: 61.5 to 66.5 ft bis LEGEND
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION :
PROJECT NO: 1264-07 -234 LOGGED BY: 720.5 PROJECT LOCATION : Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0
_J 1-~ z i==~
0 w <t: .
DESCRIPTION CD I
1-~ DETAILS [lj$ C) >~ WELL CONSTRUCTION DETAILS
~ [lj$ 0 w w CJ) 0
_J _J w
(See Page 1)
SOI USAPROLITE *... :
(M1): Light Brown and White, Micaceous, Silty, *: *.. :
Medium to Fine *. * * :
SAND. Layers of * **
- 40 Brown, Very ._. *.. _.
Micaceous, SILT . .
at 40.42 ft and 40.48 ft : _:. *.
bis (contmued)
SOIUSAPROLITE (M1): White, Yellow, and Brown,
- . *': 45 Micaceous, Silty, Medium to Fine SAND WEATHE RED ROCK (M2): When Sampled 50 Becomes, White ,
Yellow, and Brown ,
Micaceous, Silty, Medium to Fine SAND uger Refusal at 0.60 ft bis 55 SOUND ROCK (D):
Medium-Grained GRANITIC GNEISS 58.00 662.49 With Intermittent Medium-Grained BIOTITE 60 HORNBLENDE 60.80 659.69 GNEISS; 61 .00 659.49 Moderately Fractured , 61.50 658.99 Low Angle and High Angle Joints With Moderate to No Staining 65 66.00 654.49
. . . . .. 66.50 653 .99 68.20 652 .29 t - - - - - -- --+-~-'170 70 .20 650.29
~
~
l-o
('.)
ui
.,::i: LEGEND en
~
('.)
FILTER PACK TOC TOP OF CASING GS GROUND SURFACE cj 0_, BENTONITE BS BENTONITE SEAL en z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN w
0 ~ CUTTINGS I BACKFILL BSC BOTTOM OF SCREEN a:: TD TOTAL DEPTH
.J.
~u t----------'---_,___ STATIC WATER LEVEL
_.___ _ _ __.___~-~--~-------------------------1 CG CEMENT GROUT w
a::
~cr:: - ----------------------C-O_M_P _L_E_T_IO_N_R_E_P_O_R_T_O_F~
°
~::.
SIME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-11 R Sheet 2 of 2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-llR Sample No: 1 Depth (ft-bis): 4 - 5.5 Blow Count: 3 *3 *3 Sample No: 2 Depth (ft-bis): 9 -10.5 Blow Count: 2 *2 *3 Sample No: 3 Depth (ft-bis): 14 - 15.5 Blow Count: 3*6
- 8
- Sample No:
Depth (ft-bis):
4 19 - 20.5 Blow Count: 4*3*3 Sample No: 5 Depth (ft-bis): 24 - 25.5 Blow Count: 5 *6*8 Sample No: 6 Depth (ft-bis): 29 - 30.5 Blow Count: 4 *5 *8
- Page I of2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-llR Sample No: 7 Depth (ft-bis): 34 - 35.5 Blow Count: 4*6 *9 Sample No: 8 Depth (ft-bis): 39 - 40.5 Blow Count: 6 *5*6 Sample No: 9 Depth (ft-bis): 44 - 45.5 Blow Count: 7
- 15
- 17
- Sample No:
Depth (ft-bis):
10 49 - 50.5 Blow Count: 20
- 39
- 50/3
- Page 2 of2
ROCK CORE PICTURES Oconee Nuclear Station - Groundwater Protection Project .S&ME
- S&ME Project No: 1264-07-234 Core Location: GM-llR CLASSIFICATION:
50.60' to 70.20' : Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss
- Page 1 of 1
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
ONS-GWPP 9/21 /2007 GM -IIR 50.6' to 55.6' 55.6 ft (Weathered/Sound Rock) 1695.12 cm Length of Open Hole: 5 ft 152.44 cm Transformation Ratio m=
Performed by: Scott Dacus Time (sec} Head (cm} Permeability (cm/sec} Calculations 0 615.03 60 588.32 l .30E-04 for 120 578.90 4.73E-0S 180 571.22 3.9 1E-05 240 563.84 3.8 1E-05 300 55 7.23 3.46E-05 360 551.01 3.29E-05 Where:
420 544.79 3.3 2E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 541.19 I .94E-05 H1 is the Piezometric Head for time; t = t1 (cm) 540 537.04 2.25E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 53 1.92 2.8 1E-05 D is the Diameter of the Standpipe (cm) 900 503.48 3.22E-05 d is the diameter of the Open Length (cm),
1200 474.3 0 3.50E-05 m is the Transformation Ratio, Where 1500 45 1.31 2.91 E-05 Im=
-J K1,/ Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
S readsheet assumes 3" ID Pi e; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 4.0IE-05 Graph of Fie~ ld_ D
_ at_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Head vs Time 600 .00 e 550.00 +-- -....:......,.,,,,.--..::::a.-- = - - - - - - - - - - - - - ---1 u
- 500.00
<4 1 240 381.13 2.33E-04 8
- L * (t 2 - t, ) H2 300 361.74 2.19E-04 360 344. 15 2.1 0E-04 Where:
420 328. 14 2.00E-04 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 313.57 l.91E-04 H1 is the Piezometric Head for time; t = 4 (cm) 540 300.00 1.86E-04 H2 is the Piezometric Head for time; t = t2 (cm) 600 287.41 1.80E-04 D is the Diameter of the Standpipe (cm) 900 236.59 l .64E-04 d is the diameter of the Open Length (cm),
1200 200. 15 I .4 IE-04 m is the Transformation Ratio, Where 1500 1800 173.05 152.53 1.22E-04 1.06E-04 Im= Kh /Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
Spreadsheet assumes 3" TD Pipe; NQ Hole, OD= 3" MEAN PERMEABILITY (cm/sec) 1.99E-04 Graph of Fie,ld_D_a_t_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-,
Head vs Time E 400.00 ~--=-- - - - - - - - - - - - - - - - ---1 c.,
- 300 .00 -t-- - - -~ ~- - - - - - - - - - - - - --1
"'a, J: 200.00 ,----------=. . . -=::::::::::.=:====:--1 0.00 -+-------,------..,.....-------,-------i 0 500 1000 1500 2000 Time (sec)
L _
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- O~en Hole in Uniform Material)
Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
ONS-GWPP 9/21/2007 GM-IIR 50.6' to 60.6' 60.6 ft (Weathered/Sound Rock) 1847.56 cm Length of Open Hole: 10 ft 304.88 cm Transformation Ratio m=
Performed by: Scott Dacus Time (sec} Head (cm} Permeability (cm/sec} Calculations 0 680.82 60 653.32 7.17E-05 d' -In( 2ml J for 120 180 64 1.83 630.79 3.09E-05 3.02E-05 Kh -- D *ln Hi 1~>1 4 240 620.18 2.95E-05 8
- L * (t 2 - t)I H2 300 6 10.03 2.87E-05 360 600 .18 2.83E-05 Where:
420 590.73 2.76E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 581.52 2.73E-05 H1 is the Piezometric Head for time; t = t1 (cm) 540 572.50 2.72E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 563 .84 2.65E-05 D is the Diameter of the Standpipe (cm) 900 523 .90 2.55E-05 d is the diameter of the Open Length (cm),
1200 489.27 2.38E-05 m is the Transformation Ratio, Where 1500 1800 458 .99 432.41 2.22E-05 2.07E-05 lm = K,,/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability 2400 391.3 I l.74E-05 L is the Open Length of Hole (cm) 3000 358.05 1.54E-05 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 2.83E-05 Graph ofFie~ _a_t_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
ld_D Head vs Time 700.00 . , - - - - - - - - - - - - - - - - - - - - - - ~
650.00 +......----- - - - - - - - - - - - - - - - - - - - 1 600.00 +------', -. - , - - - - - - - - - - - - - - - - - - - - - ----1 e 550.00 I.I
-l----- - - - - '=-...- - - - - - - - - - - - - - - ----1
- 500.00 +-- - - - -~....-- - - - - - - - - - - - --I ca
~ 450.00 +-- - - - - - - ----""......: : - : - - - - - - - - - - - - I 400.00 +-- - - - - - - - - - - -=---.- - - - - ----!
350.00 +-- - - - - - - - - - - - - - - - -~ - --I 300.00 -l-----------,-----,-- - - - - , - -- - - - . , - - - -
0 500 1000 1500 2000 2500 3000 3500 Time (sec)
7I I
- BOREHOLE PERMEABILITY TEST USING PACKERS CALCULATIONS PROJECT NAME ANO NO.:
LOCATIO :
TEST DATE:
ONS - GWPP Seneca, SC 9/24/2007 BOREHOLE NO.:
TEST INTERVAL:
GM- IIR TEST INTERVAL: - I-.O- -
659.5 to- 7,-.0,----
to 653 .5 bg_s_ _
EL TESTED BY: Adam Jennings/Scott Dacus GRO UND ELEV (ft MS L): 720.5 TEST METHOD: Double Packer Method using Multiple Pressure Tests METHOD
REFERENCE:
Ground Water Manual, US Bureau of Reclam ation, 1995, C hapter I0 RESULT OFPE RMEABILITY CALC LATIONS MU LTIPLE STEP TEST Step Flow(Q) Pressure (psi) Lugeons Permeability Permeability (gpm) Gauge Effective (ft/sec) (cm/sec) 5.46 30 43 38 l.35E-05 4. I E-04 2 5.83 40 53 33 l .2E-05 3.6E-04 3 6.77 50 63 32 I.I E-05 3.5E-04 4 5.65 40 53 32 I. I E-05 3.5E-04 5 4.47 30 43 31 I.IE-05 3.4 E-04 AVERAGE 33 1.2E-05 3.6E-04 SELECTED VALUE~
Rock Description of Tested Interva l:
Moderately Fractured Grani tic Gneiss With Intermittent Biotite Homble nde Gneiss TEST INTERPRETATION EFFECTIVE PRESSVRE(psi) FLOW(gpm) 0 20 40 60 80 0 2 4 6 8 I '
I I ci 2 ci 2
- z
I- 3 I I I ;z:
I- 3 I
Cl)
Cl)
7 -- J__ - L~ - _ J T,7T - -
~ 6 - - - - - ~ - - - - - - ~ - - - ~ - - - - - -
ls --- ~------L- --- * ---
~4 -----~---- - :-- ':4.? __ ~ ---
s3 ---- --1 ------~----- ------
.5 2 ----- :--- :- - - - - - :
0 _ _ _ _ _ _ _ _ ,__ _ _ _ _ __
I -!--- - - - - -+
20 40 60 80 Effecti ve Differenti al Pressure (psi)
- Packer Test GM-1 lR Redo Permeability Calculations Page I of 4
- PERMEABILITY CALCULATIONS FOR EACH STEP OF TEST CALCULATED PERMEABILITY FOR STEP I Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
30 5.46 0.1 psi gpm psi 69.3 feet of water 3
0.012 ft /sec (per tables)
Head Loss, L : 0.7 psi 1.5 feet of water Distance from pressure gauge to bottom of test section, h 1: 32.2 feet Value of h 1: 32.2 feet Effective Head, H where H = lrl+lr2-L : 99.9 feet 43 .3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 62.2 feet X = (H/fu)* I 00 160.8 %
Tu/A 10.3 Determine Condu ctivity Coefficient H/r Value for Zone I analysis NH Value for Zone I analysis Afr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Ca lculate Kif Zone I and using single or double 11acker ft/sec cm/sec Ca lculate Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Ca lculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method I ) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) l .35E-05 ft/sec 4. I 2E-04 cm/sec Is this step va lid ?
lf(Q/a)*(estimated porosity)> 10 the calculati ons may not be valid due to turbulent now Calculate a, the total open area of the test section: 4.7 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- CALCULATED PERMEAB ILITY FOR STEP 2 Gauge Pressure, h2 Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Di stance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
40 5.83
- 0. 1 0.7 32.2 32.2 psi gpm psi psi feet feet 92.4 feet of water 3
0.013 ft /sec (per tables)
- 1. 5 feet of water Effective Head, H where H = lrl+lr2-L : 123.0 feet 53.3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 85 .3 feet X = (H/fu)* I 00 144.3 %
Tu/A 14.2 Determine Cond uctivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Afr 48 Value fo r Zone 2 and 3 analysis Select Cu from Fig I0-7 for Zone l tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone I and using sing le or double packer ft/sec cm/sec Ca lculate K if Zone 2 and using single packer (Method I) ft/sec cm/sec Ca lculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using single packer (Method I) ft/sec cm/sec Ca lculate Kif Zone 3 a nd using double packer (Method 2) I. I 7E-05 ft/sec 3.58E-04 cm/sec Is this step valid?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent now Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-11 R Redo Permeability Calcu lations Page 2 of 4
lI
- CA LCULATED PERMEA BILITY FOR STEP 3 Gauge Pressure, h2.
Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
Effective Head, H whe re H = h l+112-L :
50 6.77 0.1 0.7 32.2 32.2 146. 1 psi gpm psi psi feet feet feet 115.5 feet of water 0.0 15 f\ 3/sec (per tables) 1.5 feet of water 63 .3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 108.3 feet X = (H/fu)* I00 134.9 %
Tu/A 18.0 Determine Conductivity Coeffi cient H/r Value fo r Zone I analysis A/H Value for Zone I analysis Afr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests : Cu fo r Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Ca lcula te Kif Zone I and using s ing le o r double packer ft/sec cm/sec Calculate Kif Zone 2 a nd using single packer (Method I) ft/sec cm/sec Calculate K if Zone 2 and using double packe r (Method 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using sing le packer (Method I) ft/sec cm/sec Calculate Kif Zone 3 a nd using d ouble packer (Meth od 2) I.I 5E-05 ft/sec 3.S0E-04 cm/sec Is this step va lid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section : 4.7 sq uare feet Is Q/a * (estimated porosity) > 10?? True, Test Valid CA LCULATED PERMEA BILITY FOR STEP 4 Gauge Press ure, h2 . 40 psi 92.4 feet of water 3
Flow Rate, Q: 5.65 gpm 0.013 f\ /sec Head loss per TEN foot section of pipe: 0.1 psi (per tables)
Head Loss, L : 0.7 psi 1.5 feet of water Distance from pressure gauge to bottom oftest section, h1: 32.2 feet Value ofh, : 32.2 feet Effecti ve Head, H whe re H = /1 l+112-L : 123.0 feet 53 .3 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 85 .3 feet X = (H/fu)* 100 144.3 %
Tu/A 14.2 Determine Conductivity Coeffi cient H/r Value for Zone I analysis A/H Value for Zone I analysis Afr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I0-7 for Zone I tests : Cu for Zone I Cs for Zone 2 and 3 tests : 72 Cs for Zones 2 and 3 Calculate Kif Zone I a nd using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packe r (Method I) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single pa cker (Method I) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 1.14 E-05 ft/sec 3.47E-04 cm/sec Is this step va lid ?
If (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calcul ate a, the total open area of the test section: 4. 7 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-I IR Redo Permeability Calculations Page 3 of 4
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom of test section, h 1:
Value ofh 1:
Effective Head, H where H = I, J+J,2-l :
30 4.47
- 0. 1 0.7 32.2 32.2 99.9 psi gpm psi psi feet feet feet 69.3 feet of water 0.0 10 ft 3/sec (per tables)
I. 5 feet of water 43 .3 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated , 3 is saturated Tu = U-D+H 62.2 feet X = (l-lfru)* I 00 160.8 %
Tu/A 10.3 Determine Conductivity Coefficient H/r Val ue for Zone I analysis A/H Value for Zone I analysis Nr 48 Val ue for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Ca lculate K if Zone I and using single or double packer ft/sec cm/sec Ca lculate Kif Zone 2 and using single packer (Method 1) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 a nd using single packer (Method I) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 1.11 E-05 ft/sec 3.37E-04 cm/sec Is this step valid?
lf (Q/a)*(estimated porosity) > 10 the calcul ations may not be valid due to turbulent flow Calculate a, the total open area of the test section : 4.7 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-I JR Redo Permeability Calculations Page 4 of 4
Calculation of Permeability By The Rising Head Method
- (Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 9/27/2007 GM-IIR 42.5 6 feet Screen Length: 5. feet Casing Radius: I . Inches Effective Radius: 1.5 Inches Static Water Level: 28.94 feet Water Table to Screen Bottom: 37.56 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 60 time and drawdown measurements Maximum head is 4.36 feet M inimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 09/27/2007 GM-11 R 1
Bouwer and Rice parameter A = 2 .7 Bouw er and Ric e para meter 8 = 0 .5 ln(Re/Rw) = 3 .263586e +000 Analys is starts at time 3. Seconds Analys is ends at time 2 .1 minutes 31 Measurements analyzed from 2 to 32 1 Points not plotted because head ratio <= 0 .0 These points are not included in the analysis 01 1 e-002 Hydraulic Conductivity = 1.065e-00 3 cm/sec Transmiss ivity = 11 .9 4 me te rs2/day 0 2 3 4 5 AdJusted Time (minutes)
Analysis by Julie Petersen of S&ME , Inc. Ho 1s 4 36 feet at 0 . Seconds PERMEABILITY 3
1.07 x 10- cm/sec
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-I IR Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-10 Depth:
49 to 50.5 ft bis M2: White, Yellow, and Brown, Micaceous, Silty, Medium to Fine Sand (SM) 100%
90%
~ ~
--.. .~.
~
\
80%
70% \
60%
\ Cl
.51/1 1/1
~
nl C.
50% +'
'\
C Cl>
40% ~
u Cl>
C.
30%
20% " ."' ...rt~
10% ___,
0%
~~.
100 10 N 1 0.1 U) 0.01 0.001 N
u, 0
0 0
Particle Size (mm) c:i c:i
>2mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel %Sand % Silt %Clay 0.4% 81.9% 15.4% 2.4%
Adjusted for 0% 82% 15% 2%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix IL Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 BoringN~ __G_M_-_l_IR___ ,, I 1111 EXl'l.,\ .' -.* \ TI< lls
- Boring Depth: 49 to 50.5 ft bis - - - , - --
u,w llf IVjll,11 .. p1 1 \°llii: \ 11*id J,Jf,*f\',11 I ,11111 ; jll'fl 1*,H
% Sand: 82% P,1r1idP .. I l l' 1111111
°',111cl .!-tl.1111.! i I Silt O.llh2 l"""ll .llll4 Cl,11* ,' (l.llll~
% Silt: 15% I
(/1..1\Y I
% Clay: _2_o/c_o_ _ I I
I Estimated Specific Yield: 30%
Sill ~1Lc (pcrccnl)
FIGURE 4.11 Textural classification triangle for unconsolidated materials show ing the rel,1tion between particle size and specific yield . Source: A. I. Johnson, U .S. Geological Survey Wa ter-Supply Paper 1662-D, 1967 .
~~-r==--+--=====--i,------------------. - - - ~ -o:srrr - - - - - - - - - - - - -
' I 3~ ',L I: ----Cl\~,~7-~;C-n~
I
~ z ,' I 1,1 I
__ .,..,/ I / '
SPECIFIC IIETENTC-H
~
0
~
~
d
?c d
_ _J
-I !
d II\
i
~
3i
..,~ :Ie~
...=
,~
la i!
a:
~
=-~IS Ii WW 2 _,
- I~
zs~ c!J
~5 25 uCI
~d I""!
ufS K!
~
Estimated Porosity: __4'-2-'-°/c-'-o_
- Variation of Porosity, Specific Yleld, and Specmc Retention with Grain Size (after Bear, _ 1 972)
!~T~
S&ME, Inc. I. BORJNG AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRA TJON (N-VA LUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRJVE I 4 IN I D SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-12 Location: Seneca, SC Number: 1264-07-234 Sheet No. I of I Boring Depth (ft): 23.0 I Elevation (ft): 695.1 Driller: Jay Little, SC Cert No.
81575 Date Drilled: 9/26/07 Logged By: David Klemm I Water Level: Stabilized Water Level at 7.91 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Resi stance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100 1--
FILL (F) : Orange and Brown, Silty, Medium to Fine SAND I--
I--
'-690 FILL (F) : Gray, Sil ty, Coarse to Fine SAND With 1-- Quartz Grave l 1--
-* *._* .. SOfL/SAPROLITE (Ml) : Brown, Silty, Fine SAND 1--685 10- * - **
- With Tan, Silty, Fine SAND From 10. IO ft to 10.40 ft bis, and White, Silty, Fine SAND at 13 .70 ft bis and
- .. From 19.00 ft to 19.20 ft bis 1--
1-- - ..... .
1--
15- ** . *.
~ 680 1--
1-- - ...... .
CX)
'- 675 20--:** *.. * **
SOIL/SAPROLI TE (Ml): Brown, Micaceous, Silty, Medium to Fine SAND SOIL/SAPROLITE (M l): White, Silty, Medium to Fine r
1--
~ 1-- - **
~ SAND With Quartz Rock Fragments
~
ti I - -
('.)
0 z Lithologic Descriptions Obtained From GM-12R
~
('.) Boring Terminated at 23.00 ft bis
- 5
~
('.)
('.)
0
...J
(/)
z 0
0 w
a::
w 0
uw a::
...J
...J
~
I
~
('.)
0
...J
('.)
z ti:
0 al
Sheet 1 of 1 COMPLETION REPORT OF WELL No. GM-12 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07 -234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION : Seneca, SC 7.91 ft bis LATITUDE: 34°47'30.943" DRILLING CONTRACTOR : S&ME, Inc. LONGITUDE: 82°53'33.023" DRILLING METHOD : 41/4" H.S.A. TOP OF CASING ELEVATION : 698.02 DATE DRILLED : 9/26/07 DATUM : MSL LOGGED BY: David Klemm STRATA z WELL I 0 0
..J 1-- ~ z ~ ~
0 I DETAILS w <I'. .
WELL CONSTRUCTION DETAILS DESCRIPTION CD 1-- ~ fu~ C) w
>~
w
~
>- fu~ 0 ..J ..J w
Cl) 0 PROTECTIVE CASING 0.00 GS 695.09 Diameter:
0 FILL (F): Orange and Type:
Brown , Silty, Medium Interval :
to Fine SAND 2.00 693.09 4.00 691 .09 RISER CASING Diameter: 2" 5
Type: Sch. 40 PVC Interval : 0 to 5 ft bis FILL (F): Gray, Silty, Coarse to Fine SAND With Quartz GROUT Gravel Type: Neat Cement 10 Interval : 0 to 2 ft bis SOIUSAPROLITE (M1): Brown, Silty, Fine SAND With *. . .
Tan , Silty, Fine SEAL SAND From10.10ft Type: Bentonite to 10.40 ft bis , and *...
White, Silty, Fine Interval: 2 to 4 ft bis 15 SAND at 13.70 ft bis and From 19.00 ft to *. . ..
19.20 ft bis .. FILTERPACK Type: #1 Silica Sand Interval: 4 to 20 ft bis 675.59 SOIUSAPROLITE (M1): Brown, 20 675.09 Micaceous, Silty, SCREEN Medium to Fine Diameter: 2" AND 23.00 672 .09 Type: 0.010 Slotted PVC SOIUSAPROLITE (M1): White , Silty, Interval: 5 to 20 ft bis
~ Medium to Fine
- ! SAND With Quartz
>- Rock Fragments g
ui
(/)
LEGEND
§ FILTER PACK TOC TOP OF CASING 0 GS GROUND SURFACE g BENTONITE BS BENTONITE SEAL z
"' ~ CEMENT GROUT FP FILTER PACK 0 ~ TSC TOP OF SCREEN
@ ~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN oc TD TOTAL DEPTH
~ .!'. STATIC WATER LEVEL CG CEMENT GROUT 8t--
w
- -- ---'--- '--------'-- - - -----'----------'------ --L- - -- - - - -- - - -- - -- -- -- ---I Q'.
- l s&ME COMPLETION REPORT OF 9751 Southern Pine Boulevard WELL No. GM-12 Charlotte, North Carolina 28273 5:; ENGINEERING , TESTING ENVIRONMENTAL SERVICES Sheet 1 of 1
Calculation of Permeability By The Rising Head Method
- (Slug Test Site Na me:
Test Date:
Well La bel:
Aquifer Thickness:
0 S-GWPP 9/27/2007 GM-12 17.09 feet Screen Length: 15. feet Casing Radius: I . Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 7.9 1 feet Water Table to Screen Bottom: 12. 09 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 43 time and drawdown measurements Maximum head is 4.04 1 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 09/27/2007 GM-12 1
Bouwer and Rice paramete r A = 2 .955 Bouwer and Rice parame te r B = 0 .6276 ln(Re/ Rw) = 2 .745825e+000 G ravel Pa ck Poros ity: = 30. %
Corrected Casing Rad iu s: = 1.844 Inches Analys is sta rts at time 3 . Seconds A nalysis ends at time 0 .75 minutes 15 Measureme nts analyzed from 2 to 16 1 Points not plotted because head ratio <= 0 .0 0 1 These points are not included in the analys is 0
i 0
~
a:
-0 Cl)
I" 0
0 0 1 e--002 0 0 0 0 0 0 0
Hydraulic Conductivity = 4 .253e-003 cm/sec Transmissivity = 19 .14 me ters 2/day 0 2 3 4 5 AdJUS1ed Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 4.04 1 fool al O Seconds PERMEABILITY 4.25 x 10-3 cm/sec
- ~~T~
S&ME, Inc. 1. BORJN G AND SA MPLJNG JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-1586.
Charlotte, North Carolina 28273 . 2. PENETRA TION (N-VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 JN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRJVE 1 4 JN . 1. D SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-12R Location: Seneca, SC Number: 1264-07-234 Sheet No. I of 2 Boring Depth (ft): 54.31 Elevation ( fl): 695.2 Driller: Jay Little, SC Cert B1575
- o. Date Drilled: 9/24/07 Logged By: David Klemm I Water Level: Stabilized Water Level at 7.49 ft bis Drilling Method: 41/4" U.S .A.
Elev. Depth Lith- Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100
~ o\l:,
II~
II<; \)
~
FILL (F): Orange and Brown, Silty, Medium to Fine
- IX SAND I-
~
-~g I-
-= ~ § I~ ~
I--
~ \At',",
s~ ~
>U><
~
I-
- 15 5--= g 1
- 690 I-
><:X>
I I~ I
~
- X
- >I. x
- - FILL (F) : Gray, Silty, Coarse to Fine SAND With _y
- X Quartz Gravel
~
- '>I VY
~
-* .. SOIL/SAPROLITE (M l) Brown, Silty, Fine SAND 1.
~
10 - ... *:* *.*. With Tan, Si lty, Fine SA D From 10.10 fl to 10.40 fl
-685 - . . . ...* bis, and White, Silty, Fine SAND at 13.70 fl bis and
~
I~ I I-
- *..... . . From I9.00 ft to 19.20 ft bis
~
I-
~
~
~ ~~
I-I- - . . ..
15- ... . *.*
~ 4
>- 680 I-
~~
I-
~
~
~
III ~
- - . .. 12 ~
- 675 20- ...* , ..
SOIL/SAPROLITE (Ml ) : Brown, Micaceous, Silty,
- . *.
- Medium to Fine SAND r
- .. . . : . SOIL/SAPROLITE (M l ): White, Silty, Medium to Fine
-*: .. s rn With Quartz Rock Fragments
\
\
~ ~~
- .*.... .*. : : ~ 29 II
- 670 25 - *.. . . ,
- ii'. - - . *.
(!)
-~ - :*. .*:* .. *. *.
g ~
-.... . .. Auger Refusal at 27.30 ft bis
(/) I -
~
z -
~
III 0 '--- PARTlALL Y WEATHERED/FRA CTURED ROCK 0 I- -
~
w Cl'. ~
- (WF) : Med ium-Gra ined GRANITIC GNEISS w - Intensely Weathered and Fractured, Low Angle Joints With 150 ~
~
- No Stain ing w 30-Cl'. >-665
...J I -
0
~ I-v-;:
I I I-
- SOUND ROCK (D): Medium-Grained GRANITIC
~
I~
- ,
- ~
>- GNElSS; Unfractured g I- -
(!) I -
~
z PART! ALLLY WEATHERED/FRACTURED ROCK a': - -
0 (D - ,I (WF): Medium-Grained GRANITIC GNEISS ~
- ~ T ~
S&ME, Inc. 1. BORING AND SAMPLJNG JS JN ACCORDANCE 9751 Southern Pine Boulevard WJTH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRATJON (N- VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HA MMER FALLJNG 30 JN. REQUJRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRJVE 1 4 JN 1 D SAMPLER I FT Project: Oconee Nuclear Station Boring No. GM-12R Location: Seneca, SC Number: 1264-07-234 Sheet No . 2 of 2 Boring Depth (ft): 54.3 l E levation ( ft): 695.2 Driller: Jay Little, SC Cert No.
81575 Date Drilled: 9/24/07 Logged By: David Klemm I Water Level: Stabilized Water Level at 7.49 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- . lD . . Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) o logy Matena escnptton Construction o 50 100
-660 ~~~-~+ _ ~/'.~:7. ~:~\r.l~n~te-ns- e7l y-W~e-at7h-er-e7d_an_d~F~r-ac-.t-ur-e7d,~L-o_w_M~g~le-J~o~in-.ts~ W~i 1 ~ - . - , - ~ ~ - ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~
~
I- VV No Stammg II 11111
~
_ /-/ SOUND ROCK (D): Medium-Grained GRANITIC I-
- /. j GNEISS; Unfractured _ t:
~
~
=~I/:*:
[//
SOUND ROCK (D) Medium-Grained GRANITIC GNEISS With Intermittent Seams of Medium-Grained
~
t::
I-
~ r)/)< BIOTITE HORNBLENDE G EISS Moderately t::
'-- 655 40-~ Fractured, Low Mgle Joints With No Staining ~
I-
~
~
~ SOUND ROCK (D) Medium-Grained BIOTITE I- 1vvvvvv- HORNBLENDE GNEISS With lntermittent
'-- 1vvvvvv- Medium-Grained GRANJTJC GNEISS Moderately
~
Fractured, Low Mgle Joints With No Staining
- vvvvvv-.
- vvvvvv-.
-650 45 I-
~
I- ~
~
SOUND ROCK (D) : Medium-Grained GRANITIC
~ GNEISS; Moderately Fractured, Low Angle Joints I- With No Staining I-
~645 I-I-
~
I-
~
Boring Terminated at 54.30 ft bis
<X) 12 C')
~
r--
ti l?
0 z
~
l?
- 5
~
l?
l?
0
...J
(/)
z 0
0 w
0::
w 0
uw 0::
...J
...J
~
I f-
~
8
...J l?
z ii' 0
ID
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Core Location: GM-12R 27 36 Weathered Rock Fragments 28 37 Low Angle Fractures - Weathered 29 38 Gray Mafic Schist. Mica on Fracture Surfoces Low Angle Fractures
- Weathered 30 39 Gray Mafic Schist. Mica on Fracture Surfaces End of Run # 1, REC - 87*/4. RQD - 36%
31 40 End of Run #3 , REC - 96 6%, RQD - 78.2%
Low Angle Fractures. S light Staining , Moderate Weathcri n~
32 41 EXPLANATIO 33 42 s
Concrete Low Angle Fractures, Shght Weathenng Granitic Gneiss 34 43 Biotite Hornbl ende Gneiss Low Angle Fractures, Slight Wcathcrm_g
~
Core Loss 35 44 End of Run #2, REC - 84 .8%, RQD - 50.2% Fracture End of Run Contact Low Angle Fractures, Moderate to Severe Wcalhering Contact Intact - - - Heal ed Joint 36 45
- Page I of2
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project
- S&ME Project No: 1264-07-234 Core Location: GM-12R 45 46 47 48 49
- so EXPLANATION 51
[ill Concrete Granitic Gneiss 52 Biotite Hornblende Gneiss Core Loss 53 Fracture End of Run Contact
- - Healed Joint 54 End of Run #6. REC - I00-/4. RQD - 100"/4 CorinJ Terminated at 54.30 fl. bis Page 2 of2
Sheet 1 of 2 COMPLETION REPORT OF WELL No. GM-12R PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07 -234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 7.49 ft bis LATITUDE: 34°47'30.895" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'33.004" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 698.18 DATE DRILLED: 9/24/07 DATUM : MSL LOGGED BY: David Klemm STRATA z WELL I 0 0
....J 1-~ z 0 w ~---:-
DESCRIPTION co I
1-~
DETAILS SJ$ (.'.) >~ WELL CONSTRUCTION DETAILS w w
~
Cf) 8J0 !S 0 ....J ....J w
PROTECTIVE CASING 0.00 GS 695.22 Diameter:
FILL (F): Orange and Type:
Brown, Silty, Medium Interval :
to Fine SAND RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval : 0 to 37 ft bis FILL (F): Gray, Silty, Coarse to Fine SAND With Quartz GROUT Gravel *'
.. Type: Neat Cement SOIUSAPROLITE Interval: 0 to 35 ft bis (M1): Brown, Silty, Fine SAND With *...
Tan, Silty, Fine .. SEAL SAND From 10.10 ft Type: K-packer to 10.40 ft bis , and . *.. .
White, Silty, Fine *. ._..:
Interval: 36.2 to 36.5 ft bis SAND at 13.70 ft bis and From 19.00 ft to *...
19.20 ft bis *. *' FILTERPACK Type:
Interval:
SCREEN Diameter: 2" Type: 0.010 Slotted PVC Interval: 37 to 42 ft bis LEGEND
- l s&ME COMPLETION REPORT OF 9751 Southern Pine Boulevard WELL No. GM-12R Charlotte, North Carolina 28273 6::;; ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 2
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07-234 LOGGED BY: 695.2 PROJECT LOCATION: Seneca, SC CHECKED BY: David Klemm STRATA z WELL 0 0
..J z ~~
0 DETAILS UJ <( .
WELL CONSTRUCTION DETAILS DESCRIPTION CI) ('.) >~
~ UJ UJ
(/)
..J ..J UJ (See Page 1)
Medium-Grained 35 GRANITIC GNEISS 36.20 659.02 Unfractured 36.40 658.82 PARTIALLLY 37.00 658.22 WEATHERED/FRACT ROCK(WF):
Medium-Grained 40 GRANITIC GNEISS Intensely Weathered 41 .50 653.72 and Fractured , Low 42.00 653.22 ngle Joints With No taining . . . .
.. 44.50 650.72 Medium-Grained 45 GRANITIC GNEISS Unfractured (continued)
SOUND ROCK (D):
Medium-Grained GRANITIC GNEISS 1th Intermittent 50 Seams of Medium-Grained BIOTITE HORNBLENDE NEISS; 54.30 640.92 oderately Fractured ,
Low Angle Joints With o Staining SOUND ROCK (D):
Medium-Grained BIOTITE HORNBLENDE GNEISS With Intermittent Medium-Grained RANITIC GNEISS oderately Fractured ,
Low Angle Joints With No Staining SOUND ROCK (D):
Medium-Grained RANITIC GNEISS oderately Fractured ,
Low Angle Joints With o Staining uj
.,,::;; LEGEND VJ g*
§ FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL
~
o ~ CEMENT GROUT FP FILTER PACK
~ TSC TOP OF SCREEN fil ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN o:: TD TOTAL DEPTH
~ ~ STATIC WATER LEVEL CG CEMENT GROUT 81--- - -- -- -'---'--...L-- - - -...L--__.,_ ___,J.___ __.,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--I
~~---c---S___________________
w 0::
...J
&ME C_O_M_P-LE_T_IO_N_R_E_P_O_R_T_O_F-1
- °
~
§::;; ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-12R Sheet 2 of 2
SPLIT SPOON SAMPLE PICTURES Oconee uclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-12R Sample No: 1 Depth (ft-bis): 13.4 - 14.9 Blow Count: 2 *2 *3 Sam_ple No: 2 Depth (ft-bis): 8.4 - 9.9 Blow Count: 4 *4*3 Sample No: 3 Depth (ft-bis): 13.4 - 14.9 Blow Count: 2 *2 *3 Sample No: 4 Depth (ft-bis): 18.4 - 19.9 Blow Count: 4 *6 *6 Sample o: 5 Depth (ft-bis): 23.4 - 24.9 Blow Count: J6
- 8
- 21 Sample No: 6 Depth (ft-bis): 27.3 - 27.4 No Recovery Blow Count: 50/1 Page I of I
ROCK CORE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Core Location: GM-12R CLASSIFICATION:
27.30' to 37.60': Medium-Grained Granitic Gneiss 37.60' to 47 .60': Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss 47.60' to 54.30' : Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss
- Page I of 1
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
Site ame:
Date:
Boring I.D.
Test Interva l:
Total Depth of Hole:
ONS - GWPP 9/20/2007 GM- 12R 27.3' to 30.3' 30.3 ft (Partially Weathered/Fractured Rock) 923 .78 cm Length of Open Hole: 3 ft 91.46 cm Transformation Ratio m=
Performed by: David Klemm Time (sec} Head (cm} Permeabilitl'. (cm/sec} Calculations 0 366.46 3 349.70 3.94E-03 d' -ln(2ml) fo r 6
9 330.21 316.46 4.82E-03 3.58E-03 Kh -- D -In H1 1~>1 4 12 306.89 2.58E-03 8-L * (t 2 -t) I H2 15 300.24 I .84E-03 18 295 .64 I J0E-03 Where:
21 292.53 8.89 E-04 Kh is the Horizontal Coefficient of Permeability (cm/sec) 24 290.27 6.5 IE-04 H1 is the Piezometric Head for time; t = 4 (cm) 27 288.63 4.78E-04 H2 is the Piezometric Head for time; t = 12 (cm) 30 287.29 3.92E-04 D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where lm = K,,/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability L is the Open Length of Hole (cm)
Spreadsheet assumes 3" ID Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 2.0SE-03 Graph of Fie~ ld_D
_a_t_a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--,
Head vs Time 390 .00 370.00 E 350.00
~
.:!.. 330 .00 ~
"C
~ 310.00
~
J: ~
290.00 270 .00 250.00 0 5 10 15 20 25 30 35 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
Site ame:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
ONS - GWPP 9/20/2007 GM- 12R 15' to 18' 18 fl (So il/Saprolite) 548.78 cm Length of Open Hole: 3 fl 91.46 cm Transformation Ratio m=
Performed by: David Klemm Time (sec) Head (cm) Permeability (cm/sec) Calculations 0 211.28 60 178.48 7.09E-04 d ln(2mL )
2
- for 120 180 158.99 145.67 4.86E-04 3.68E-04
_ _ _D __
- ln H1 240 136.19 2.83E-04 8 -L*(t 2 -t) 1 H2 300 129.24 2.20E-04 360 124.05 1.72E-04 Where:
Kh is the Horizontal Coefficient of Permeability (cm/sec)
H1 is the Piezometric Head fo r time; t = t1 (cm)
H2 is the Piezometric Head for time; t = t2 ( cm)
D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where I -J m = K /K I Kh is the Hori zontal Permeability
'-*_ _ _ 1i_ _"__,_ Kv is the Vertical Permeability L is the Open Length of Hole (cm)
S readsheet assumes 3" ID Pi e; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 3.73E-04 Graph of Fie,- _a_t_a_ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
ld_D Head VS Time 200 .00 "'-<--- - - - -
E 1ao.oo
~
-c 160.00 +-- - - - -~ : , - - - - - - - - - - - - - - - --1 nl Q)
J: 140.00 +-- - - - - - - - - -c=.---==-- - - - - - - --l 120.00 +-- - - - - - - - - - - - - - - - - - - ~ ---!
100.00 + - - - - , - - - - , - - - - , - - - - - , - - - - , - - - - . , - - - - - , - - - - - 1 0 50 100 150 200 250 300 350 400 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
Site Na me: ONS- GWPP Date: 9/2 1/2007 Boring I.D. GM -12R Test Interva l: 27.3' to 35.3' (Partially Weathered/Fractured and Sound Rock))
Tota l Depth of Hole: 35 .3 ft 1076.22 cm Length of Open Hole: 8 ft 243 .9 cm Transformation Rati o m=
Performed by: David Klemm Time (sec) Head (cm) Permeability (cm/sec) Ca lculations 0 396. 19 3 39 1.59 4.82E-04 fo r 6 378.84 l .36E-03 9 375. 18 4.00E-04 12 37 1.04 4.58E-04 15 367.99 3.40E-04 18 365.49 2.81 E-04 Where:
21 363 .38 2.38E-04 Kh is the Horizo ntal Coefficient of Permeability (cm/sec) 24 36 1.52 2.12E-04 1-1 1 is the Piezometric Head for time; t = ~ (cm) 27 359.94 1.81 E-04 1-1 2 is the Piezometric Head fo r time; t = 12 ( cm) 30 358.51 l.65E-04 D is the Diameter of the Standpipe (cm) 45 353.3 5 1.1 9E-04 d is the diameter of the Open Length (cm),
m is the TransfonTJation Ratio, Where Im= ,J Ki) K v I Kh is the Horizo ntal Permeabi lity
. . Kv is the Vertical PenTJeabi lity L is the Open Length of Hole (cm)
S readsheet assumes 3" ID Pi e; N Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 3.86E-04 Graph of Fiel_d_D _a_t_a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head vs Time 400 .00 395.00 390.00 ~
- 385.00
\
5 380.00
\
- 375 .00
- 370.00 J: 365.00
~
360.00 355 .00 -.
350.00 0 10 20 30 40 50 Time (sec)
- PROJECT NAME AN D NO.: ONS - GWPP BOREHOLE NO.: --= Gcc M.;_-.;.;
12:;.;.R.;___ _ _ _ _ __
LOCATIO ' : Seneca, SC TEST INTERVAL: 37.0 to 42.0 bgs TEST DATE: 9/25/2007 TEST INTE RVAL: 658.2 to 653.2 EL TESTED BY: Jay Little/Julie Petersen GRO U D ELEV (ft MSL): 695 .2 TEST METHOD: Double Packer Method using Multiple Pressure Tests METHOD
REFERENCE:
Ground Water Manual, US Bureau of Reclamation, 1995, Chapter 10 RESU LTS OF PERMEA BILITY CALCULATIO S M"ULTlPLE STEP TEST Step Flow (Q) Pressure si Lugeons Permeability Permeability (gpm) Gauge Effective (ft/sec) (cm/sec) 2.53 30 36 25 8.4 IE-06 2.6E-04 2 3.45 40 46 27 9.0E-06 2.7E-04 3 4.34 50 56 28 9.4E-06 2.9E-04 4 3.45 40 46 27 9.0E-06 2.7E-04 5 2.78 30 36 AVERAGE1 SELECTED VALUE 28
._ - - -27 9.2E-06
- - - - - + 9.0E-06
- - - - -.__ +---
2.8E-04 2.7E-04
1 _.
Rock Description of Tested Interva l:
Moderately Fractured Granitic Gneiss With Intermittent Biotite Hornblende Gneiss TEST INTERPRETATION EFFECTIVE PRESSURE(psi) FLOW (gpm) 0 10 20 30 40 50 60 0 2 4 5 c:i 2 I
c:i 2 I I I z
I- 3 I z I- 3 I I I I Cll UJ I- 4 I I I I t3 I- 4 I I I I I I 5
I I 5 I I I e
~ 3 u
-" 2 - - T -r--- T - 7---
1 I I
- - - J. - - -l- - 1 ~- -I - - - -
I I I I I I I I 0
0 10 20 30 40 50 60 Effective Differential Pressure (psi)
- Packer Test GM-l2R Test 2 Redo Perm eab ility Calculations Page I of 4
- PERMEABILITY CALCULATIONS FOR EACH STEP OF TEST CALCULATED PERJVIEABILITY FOR STEP I Gauge Pressure, h2.
~---~~-------------
30 psi 69 .3 feet of water 3
Flow Rate, Q: 2.53 gpm 0 .006 ft /sec Head loss per TEN foo t section of pipe: 0.0 psi (per tables)
Head Loss, L : 0.0 psi 0.0 feet of wate r Di stance from pressure ga uge to bottom oftest sectio n, h 1: 14.5 feet Value of h, : 14.5 feet Effective Head, H where H = lr l+lr2-l : 83.8 feet 36.3 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+ H 52. 8 feet X = (Hffu)* J00 158.7 %
Tu/A 10.6 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I ana lysis Nr 40 Value for Zone 2 and 3 analysis Se lect C u from Fig I 0-7 fo r Zone I tests: C u fo r Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zo nes 2 and 3 Calculate Kif Zone I and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using s ingle packer (Method I) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 8.4 1E-06 ft/sec 2.56E-04 cm/sec Is this step va lid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet ls Q/a * (estimated porosity) > 10?? True, Test Valid
Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h 1:
Va lue ofh 1:
40 3.45 0.0 0.0 14.5 14.5 psi gpm psi psi feet feet 92.4 feet of water 3
0 .008 ft /sec (per tables) 0 .0 feet of water Effective Head, H where H = Ir l+/r2-l : 106.9 feet 46 .3 psi Determine Saturation Zone:
Select Zone 1, 2 , or 3 3 Zones I and 2 are unsaturated, 3 is saturated T u = U-D+H 75 .9 feet X = (Hffu)* I 00 140.8 %
Tu/A 15.2 Determine Co nductivity Coefficient H/r Value for Zone I a nalysis A/H Value for Zone I a na lysis Nr 40 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: C u for Zone I Cs fo r Zone 2 and 3 tests : 64 Cs for Zones 2 and 3 Calculate Kif Zone I and using si ng le or double packer ft/sec cm/sec Ca lculate K if Zone 2 and using single packer (Method I) ft/sec cm/sec Ca lculate Kif Zone 2 a nd usin g double packer (Meth od 2) ft/sec cm/sec Calcu late K if Zone 3 and using sing le packer (Method I ) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 8.99E-06 ft/sec 2.74E-04 cm/sec Is this step va lid?
Jf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-12R Test 2 Redo Permeability Calculations Page 2 of 4
- CALCULATED PERMEABILITY FOR STEP 3 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
Effective Head, H where H = I, I+h2-l :
50 4.34 0.1 0.4 14.5 14.5 129.0 psi gpm psi psi feet feet feet 115.5 feet of water 0.010 ft'!sec (per tables) 1.0 feet of water 55.9 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 98.0 feet X = (1-1/fu)* I00 131.6 %
Tu/A 19.6 Determine Conductivity Coefficient 1--1/r Value for Zone I analysis A/1-1 Value for Zone I analysis Nr 40 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests : 64 Cs for Zones 2 and 3 Ca lculate Kif Zone I and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method I) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 9.37E-06 ft/sec 2.86E-04 cm/sec Is this step valid?
lf(Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid CALCULATED PERMEABILITY FOR STEP 4 Gauge Pressure, h2 . 40 psi 92.4 feet of water 3
Flow Rate, Q: 3.45 gpm 0.008 ft /sec Head loss per TEN foot section of pipe: 0.0 psi (per tables)
Head Loss, L : 0.0 psi 0.0 feet of water Distance from pressure gauge to bottom oftest section, h 1: 14.5 feet Value ofh 1: 14.5 feet Effective Head, H where H = I, I+h2-l : 106.9 feet 46.3 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 75.9 feet X = (1--1/Tu)* JOO 140.8 %
Tu/A 15.2 Determine Conductivity Coefficient 1--1/r Value for Zone I analysis A/1-1 Value for Zone I analysis Nr 40 Value for Zone 2 and 3 analysis Select Cu from Fig I0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Ca lculate K if Zone I and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method I) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 8.99E-06 ft/sec 2.74E-04 cm/sec ls this step valid?
Jf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-12R Test 2 Redo Permeability Calculations Page 3 of 4
- CALCULATED PERMEA BlLITY FOR STEP 5 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
Effective Head, H where H =hl+h2-L :
30 2.78 0.0 0.0 14.5 14.5 83 .8 psi gpm psi psi feet feet feet 69.3 feet of water 3
0.006 ft /sec (per tables) 0.0 feet of water 36.3 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 52.8 feet X = (H/fu)* 100 158.7 %
Tu/A 10.6 Determine Condu ctivity Coefficient H/r Value for Zone I analysis NH Value for Zone I analysis Nr 40 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 64 Cs for Zones 2 and 3 Ca lculate Kif Zone I and using s ingle or double packer ft/sec cm/sec Ca lculate Kif Zone 2 a nd using single packer {Method 1) ft/sec cm/sec Ca lculate Kif Zone 2 and using double packer {Method 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using s ingle packer {Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer {Method 2) 9.24E-06 ft/sec 2.82E-04 cm/sec ls this step va lid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 3.9 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-12R Test 2 Redo Permeability Calculations Page 4 of 4
Calculation of Permeability By The Rising Head Method (Slug Test Site Name: 0 S-GWPP Test Date: 9/27/2007 Well Label: GM- 12R Aquifer Thickness: 39.51 feet Screen Length: 5. feet Casing Radius: I . Inches Effective Radius: 1.5 Inches Static Water Level: 7.49 feet Water Ta ble to Screen Bottom: 34.5 1 feet Anisotropy Ratio: I T ime Adjustment: 0. Seconds Test starts with trial 0 There are 69 time and drawdown measurements Maxim um head is 5.95 feet Minimum head is - I .6e-002 feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 09/27/2007 GM-12R 1
Bouwe r and R ice parameter A = 2 .7 Bouwer and Rice parameter 8 = 0 .5 ln(Re/Rw) = 3 .232935e+OOO Analys is sta rts at time 0 . Seconds Analys is ends at time 2 .5 minutes 36 Measurements analyzed from 1 to 36 1 Points not plotted because head ratio <= 0 .0 These points are not included in the analysis I0 01 16 a:
"O I
1 e -002 Hy draulic Co nductivity = 8 .298e-004 cm/sec Transmissiv ity = 8 .6 34 meters 2/d ay 0 2 3 4 5 6 7 Ad1usted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 5.95 feet at O Seconds PERMEABILITY 8.30 x 10-4 cm/sec
- ~ T ~
S&ME, Inc. I . BORJNG AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D- 1586.
Charlotte, North Caro lina 28273 2. PENETRATION (N- VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLJNG 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRJVE I 4 IN ID SAMPLER I FT Project: Oconee 'uclear Station Boring No. GM-13 Location: Seneca, SC Number: 1264-07-234 Sheet No. I of 2 Boring Depth (ft): 46.21 Elevation (ft): 736.3 Driller: Jay Little, SC Cert No. Date Drilled: 11/5/07 B1575 Logged By: Scott Dacus I Water Level: Stabilized Water Leve l at 37.16 ft bis Drilling Method: 41/4" H.S.A.
E lev. Depth Li th- Well Penetration Resistance (B lows/Foot)
(Feet) ology Material Description (Feet) Construction 0 50 100
,_ >Ov ..,,.._ PRE-DUG HOLE FOR UTILITY CLEARANCE: FILL
~ 735 =D~ ~
,_ -D g~
~~
~
- ">"> .;< FILL (F) : Red and Brown, Micaceous, Si lty, CLA V
-730
- >(
- >(
~
10
.._ 725 -- ~ ) FILL (F) : Brown, Micaceous, Clayey, SILT With
..._ ~ Rock Fragments
~
~
~
~
~ no
..._ J ~
..._ X 00<
._ ()<)<XX
- >00<""
- XX,)<
- 20- cx:x:><
-- - ~ ><:
C0 Q -715 >( :)<
<'l
~
I'- - .,( ,;
,_ ~
FILL (F) : Gray and Brown, Micaceous, Silty, CLA V 0
(!)
With Roots
,I'",
-
- SOIL/SAPROLITE (Ml): Orange, White, and Brown,
- *, ..... Micaceous, Silty, SAND w
o::~
w f:i ._ - *:. :.
U <-
W 30- :* *:: *. *
~ ~ 705 - *, ** ...
,_I ..._
~ ..._ SOIL/SAPROLITE (M l): Wh ite, Tan, and Brown,
(!) ' -
g._ Micaceous, Silty, SAND
(!) ~
z - *:. : .
ri" g..._
~
- ~ T ~
S&ME, Inc. 1. BORING AND SAMPLJNG JS JN ACCORDANCE 9751 Southern Pine Boulevard WJTH ASTM D- 1586.
Charlotte, North Carolina 28273 2. PENETRATJON (N-VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 JN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1 4 IN 1 D SAMPLER 1 FT Project: Oconee uclear Station Borin g No. GM-13 Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft) : 46.21 Elevation (ft): 736.3 Driller: Jay Little, SC Cert No. Date Drilled : 11/5/07 B1575 Logged By: Scott Dacus I Water Level: Stabilized Water Level at 37.16 ft bis Drilling Method: 41/4" H.S .A.
Elev. Depth Lith-Material Description Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) ology Construction 0 50 100 1--700 t--695 - . ...
Litho logic Description Obtained From GM-13R Roller Cone Refusal at 46.20 ft bis co
~
~
r--
ti
(!)
0 z
~
(!)
- 'S
~
(!)
8
...J
(/)
z 0
0 w
a::
w 0
(..)
w a::
...J
...J
~
r
~
8
...J
(!)
z a:
0 co
COMPLETION REPORT OF WELL No. GM-13 Sheet 1 of 2 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 37.16 ft bis LATITUDE: 34°47'32.366" DRILLING CONTRACTOR : S&ME, Inc. LONGITUDE: 82°53'36.494" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 739.10 DATE DRILLED: 11/5/07 DATUM: MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
__J 1-~ z i=~
0 UJ <I: .
DESCRIPTION CD I
1-~
DETAILS BJ$ (.'.) >t. WELL CONSTRUCTION DETAILS
~
>- BJ$ 0 UJ
__J UJ
__J Cl) 0 UJ PROTECTIVE CASING 0.00 GS 736.25 Diameter:
t-:P=R=E,...,-D=U,.,,G=-:--,H-=o.,...LE=---b<>='C,t- O Type:
FOR UTILITY Interval:
CLEARANCE : FILL FILL (F): Red and RISER CASING Brown, Micaceous, Diameter: 2" Silty, CLAY 5 Type: Sch. 40 PVC Interval: 0 to 30.8 ft bis GROUT Type: Neat Cement 10 Interval: 0 to 26.8 ft bis FILL (F): Brown, Micaceous, Clayey, SILT With Rock SEAL Fragments Type: Bentonite Interval : 26.8 to 28.8 ft bis FILTERPACK Type: #1 Silica Sand Interval : 28.8 to 45.8 ft bis SCREEN FILL (F): Gray and Diameter: 2" Brown , Micaceous, Type: 0.010 Slotted PVC Silty, CLAY With Interval : 30.8 to 45.8 ft bis
- g Roots
~
ti 26.80 709.45
~._S_O_I_U_S-AP_R_O_L_IT _E_--.J:;::,,o,:=.
- a (M1)
- Orange, Wh ite, LEGEND 28.80 707.45
(/) and Brown,
& Micaceous, Silty, FILTER PACK TOC TOP OF CASING 0 SAND GS GROUND SURFACE 0 BENTONITE BS BENTONITE SEAL
(/)
Zt--------~:-+H-0 ..
~ CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN
~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH
.Y. STATIC WATER LEVEL CG CEMENT GROUT
- ~
~
r--~- s ____
&M E ________________
9751 Southern Pine Boulevard C_O_M-PL_E_T_IO_N_R_E_P_O_R_T_O_F~
WELL No. GM-13
° Charlotte, North Carolina 28273
§::;; ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 2
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION :
PROJECT NO: 1264-07 -234 LOGGED BY: 736.3 PROJECT LOCATION: Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL I 0 0 z
~~
...J 1-~
0 I DETAILS LJ.J WELL CONSTRUCTION DETAILS DESCRIPTION Ill 1-~ [b :S l? >~
~
>- [b :S 0 LJ.J
...J LJ.J
...J Cl) 0 LJ.J (See Page 1)
.. 35 ...
SOIUSAPROLITE *' . * .-
(M1): White , Tan, ..
~
and Brown, Micaceous, Silty, *.. . * .... * . .. .
SAND (continued) *. . . * .. *.
- . ** . =
= *. ** .
... . ~40 *.*.*.: = *....
- .... - =
=
-=
- .== *....
, * . ~45 45.30 690.95
.. =:*-*.:*.:' ii =:*,*.:*.:' 45.80 690.45 46.20 690.05 LEGEND FILTER PACK 7
(!)
GS GROUND SURFACE CEMENT
(!)
g BENTONITE BS BENTONITE SEAL
~ FP FILTER PACK
(/)
w 0::
~ CUTTINGS/ BACKFILL SSC TD BOTTOM OF SCREEN TOTAL DEPTH
~
uw
~ STATIC WATER LEVEL CG CEMENT GROUT 0::
~
~~
(!)
COMPLETION REPORT OF z 9751 Southern Pine Boulevard tr WELL No. GM-13
~ Charlotte, North Carolina 28273 0
z Sheet 2 of 2
- ENVIRONMENTAL SERVICES
Calculation of Permeability By The Rising Head Method (Slug Test Site Name:
Test Date:
Well Label:
ONS-GWPP 11 / 15/2007 GM-13 Aquifer Thickness: 13 .64 feet Screen Length: 15. feet Casing Radius: I . Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 37.16feet Water Table to Screen Bottom: 8.64 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 46 time and drawdown measurements Maximum head is 1.768 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/15/2007 GM-13 1
Bouwer and Rice parameter A= 2 .522 Bouwer and Rice parameter B = 0 .4746 ln(Re/ Rw) = 2 .65795 1e+000 Grav el Pack Porosity : = 30. %
Corrected Casing Radius: = 1 .844 Inches Analysis sta rts at time 15. Seconds Ana lysis ends at time 1.3 minutes 22 Measurements analyzed from 6 to 27 0 1 2 Points not plotted beca use head ratio <= 0 .0 These points are not inc luded in the analys is I0 15 Q'.
I u
0 Hydraulic Conductivity = 5.048e-003 cm/sec 0 0 Transmissivity = 18 .13 meters2/day 0 2 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 1.768 feet al O Seconds PERMEABILITY 5.05 x 10-3 cm/sec
!~T~
S&ME, Inc. 1. BORING AND SAMPLING JS JN ACCORDANCE 9751 Southern Pine Boulevard WJTH ASTM D-1586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VA LUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 JN. REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRI VE 1 4 JN 1 D SAMPLER I FT Project: Oconee Nuclear Station Borin g No. GM-13R Location : Seneca, SC Number: 1264-07-234 Sheet No. 1 of 2 Boring Depth (ft): 68.21 E levation (ft): 736.3 Driller: Jay Little, SC Cert o. Date Drilled : 10/30/07 B1575 Logged By: Scott Dacus I Water Level: Stab ilized Water Level at 33.56 ft bis Drilling Method: 4'/4" H.S.A.
Elev. Depth Lith- Well Penetration Resi stance (B lows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100 PRE-DUG HOLE FOR UTLL ITY CLEARANCE: FlLL 1- 735 I-I-
I-FILL (F) : Red and Brown, Micaceous, Silty, CLAY 5-
~730 :x,._,
- >~~
I- <.)~><.;
I- )<>(;)<
I- ~o
~ >(>OX I- '.)~>0 I-I-
10 - ~ ~
I- ~ >()() >(
>()O >(
1-725 FILL (F): Brown, Micaceous, Clayey, SILT With
- x Rock Fragments
>O ><
-E 15-_--IV:,;vc,.xx,.i 1- 720 I-I-
I-I-
co -715
~-
~ I- ~ ~~><: FILL (F) : Gray and Brown, Micaceous, Silty, CLAY
- x~ With Roots
_xA
~
J' 0 K~
25 >( :>,
>(
><:>X J x.x.
- -:* *..
- SO IL/SAPROLITE (Ml ): Orange, White, and Brown,
- *, ... . . Micaceous, Silty, SAND 35- -:* ::: :-:*
SOIL/SAPROLITE (M l): White, Tan, and Brown,
. .. Micaceous, Silty, SAND
- ~~
S&ME, Inc. I. BORING AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D-I 586.
Charlotte, North Caro lina 28273 2. PENETRATION (N-VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 JN. REQUJRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1 4 JN 1 D SAMPLER 1 FT Proj ect: Oconee Nuclear Station Borin g No. GM-13R Location: Seneca, SC Number: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft) : 68.21 Elevation (ft): 736.3 Driller: Jay Little, SC Cert No. Date Drilled: 10/30/07 81575 Logged By : Scott Dacus I Water Level: Stabilized Water Level at 33.56 ft bis Drilling Method: 41/4" H.S.A.
Elev. Depth Lith- Well Penetration Res istance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 0 50 100
~~
-700
~ I
-- ~
I~~
-: )8
. . *.. I
-- 40 - ,
- c--695 t-
- SOUND ROCK (D): Medium-Grained GRANITIC t-tYz GNEISS; Slightly Fractured Low Angle Joints With No I
~
t-t-
- Staining
~I
~ 22 c-- -
~
t-45 -
~
- - Roller Cone Refusa l at 46.10 ft bis
- 690
~ i~
- ~ I
~
~
50-t-
c--685 t-t-
~
~
I~
I~
t-t-
~
c-- -
-- - ~
~
55 -
- 680 0: SOUND ROCK (D): Medium-Grained GRANITIC
~
co - -
e t- GNEISS With Intermittent Medium-Grained 1111 M
C:!
-- - BIOTITE HORNBLENDE G ISS Moderatel y =
=
~
I'-
-=
>- - Fractured, High Angle and Low Angle Joints With 0 -
(!)
-- Moderate to No Staining
-=
~
0 60-
~-
z ;::::
~
(!)
t- 675 t-
- 5 a.
~
(!)
(!)
0
..J t-
~
Cf) z ;::::.
0 0 -- 65 -
~
w t-a:: ;::::.
w ;::::
uw c--670 0 ;::::
~
a::
t- :::
..J t- - ;::::
..J t-
- I
~
I
~ Boring Term inated at 68. 15 ft bis
(!)
0
..J
(!)
z ii" 0
ID
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Core Location: GM-13R 46 55 NQ Core - Auger Refusal at 46.10 ft bis _ _,.._ .., Quartz Seam 47 56 48 57 49 58 Horizontal Fractures, No Staining. Slight Weathcrin~
so 59 Horizontal Fractures, No Stai ning. Slight Wcathcrin.~ Quartz Rict
60
-L-_.__. High Angle Fracture, Mineral ization EXPLANATION 52 61 Concrete Horizontal Fractures, No Staining Granitic Gneiss 53 62 Bioti te Hornblende Horizontal Fracture, No Staini ng Gneiss High Angle Fracture, No Stai ninp Contact Intact
!88l Core Loss 54 63 Fracture End of Run Contact
- - - Healed Joint 55 64
- Page I of2
FIELD ROCK CORE LOG Oconee uclear Station - Groundwater Protection Project .s&ME
- S&ME Project No: 1264-07-234 Core Location: GM-13R 64
========-------------------
lntcnscly Fractured Mafic Zone Honzontal Fracture. No Staining 65 Honzontal Fracture, Mafics in Fracture 66 67 Intense ly Fractured Ma.fie Zone 68 End of Run #5, REC - 100%, RQD - 86.2%
Coring Terminated at 68 15 fi bis
- 69 EXPLANATION Concrete Granitic G neiss Biotite Hornblende Gneiss
~
Core Loss Fracture End of Run Contact
- - - Healed Joint
- Page 2 of2
Sheet 1 of 2 COMPLETION REPORT OF WELL No. GM-13R PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 33.56 ft bis LATITUDE: 34°47'32.417" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'36.511" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 739.18 DATE DRILLED: 10/30/07 DATUM : MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
..J f--~ z f'.=~
0 w <i::
- ID I
f--~
DETAILS 8:i~ <.'.) >$ WELL CONSTRUCTION DETAILS DESCRIPTION w w
~
>- !TI~ 0 ..J ..J w
(/) 0 PROTECTIVE CASING 0.00 GS 736.33 Diameter:
0 PRE-DUG HOLE Type:
FOR UTILITY Interval:
CLEARANCE : FILL FILL (F): Red and RISER CASING Brown, Micaceous, Diameter: 2" Silty, CLAY 5 Type: Sch. 40 PVC Interval: 0 to 58.15 ft bis GROUT 10 Type: Neat Cement Interval: 0 to 55 ft bis FILL (F): Brown ,
Micaceous, Clayey, SILT With Rock SEAL Fragments Type: K-packer 15 Interval : 57.58 to 57.78 ft bis FILTERPACK Type:
Interval :
20 SCREEN FILL (F): Gray and Diameter: 2" Brown , Micaceous, Silty, CLAY With Type: 0.010 Slotted PVC Roots Interval : 58.15 to 68.15 ft bis 25
~
ti hS~O~IU~SA~P=R=o=L~IT=E~--1<~>-l'I-
~ (M1): Orange, White ,
- a and Brown, LEGEND en Micaceous, Silty,
§ SAND 30 FILTER PACK TOC TOP OF CASING GS GROUND SURFACE 0
0
- ....,s_o-1u-sA_P_R_O_L_IT_E_ ___.__ ~.. ....,....
BENTONITE BS BENTONITE SEAL 5 (M1): White , Tan, *. .. : ~ CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN o and Brown, * ,. *. ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
~ Micaceous, Silty, TD TOTAL DEPTH
~ SAND ~ STATIC WATER LEVEL CG CEMENT GROUT u t - - - -----.....___.*-'"-'- - - - ~ ~ ~ ~ ~ ~ - - ~ - ' - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - t w
___E ________________
- ~~
~
°
~::,
-- S- &M ENGINEERING
- TESTING EN\IIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 C_O_M_PL_E_T_IO_N_R_E_P_O_R_T_O_F_
WELL No. GM-13R Sheet 1 of 2
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION :
PROJECT NO: 1264-07-234 LOGGED BY: 736.3 PROJECT LOCATION : Seneca, SC CHECKED BY: Scott Dacus STRATA z WELL 0 0
_J z j:::~
0 I DETAILS w <( .
WELL CONSTRUCTION DETAILS DESCRIPTION co f-- ~ <.'.)
w
>~
w
~ [b~ _J _J Cf) 0 w (See Page 1)
SOIUSAPROLITE ..
(M1): White , Tan, and Brown ,
Micaceous, Silty, SAND (continued) .. 40 SOUND ROCK (D):
Medium-Grained GRANITIC GNEISS Slightly Fractured Low Angle Joints With No 45 Staining 50 55.00 681 .33 55
- SOUND ROCK (D):
Medium-Grained GRANITIC GNEISS With Intermittent Medium-Grained BIOTITE HORNBLENDE GNEISS; 60 57 .58 57 .78 58.15 678.75 678.55 678.18 Moderately Fractured ,
High Angle and Low Angle Joints With Moderate to No 65 Staining 67 .65 668.68 I---'- - - 68.15 668.18 LEGEND g-
§ FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL wz ~ CEMENT GROUT FP FILTER PACK 0 ~ TSC TOP OF SCREEN fil ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN o:: TD TOTAL DEPTH
~ ~ STATIC WATER LEVEL CG CEMENT GROUT 81----------'---'---....I.....----....L..---'--__J'-----'-------------------------I w
0::
- i S&ME COMPLETION REPORT OF 9751 Southern Pine Boulevard WELL No. GM-13R Charlotte, North Carolina 28273 5::;; ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 2 of 2
SPLIT SPOON SAMPLE PICTURES Oconee uclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-13R Sample No: 1 Depth (ft-bis): 8.5 - IO Blow Count: 3 *4*6 Sample No: 2 Depth (ft-bis): 13.5 - 15 Blow Count: 4*4*6 Sample No: 3 Depth (ft-bis): 18.5 - 20 Blow Count: 4*7*9
- Sample No:
Depth (ft-bis):
4 23.5 - 25 Blow Count: 4*6*8 Sample No: 5 Depth (ft-bis): 28.5 - 30 Blow Count: 5
- 8
- 12 Sample No: 6 Depth (ft-bis): 33.5 - 35 Blow Count: 7*9 *6
- Page I of2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-13R Sample No: 7 Depth (ft-bis): 38.5 - 40 Blow Count: 2
- 6
- 12 Sample No: 8 Depth (ft-bis): 43.5 - 45 Blow Count: 10
- 14
- 8
- Page 2 of2
ROCK CORE PICTURES Oconee uclear Station - Groundwater Protection Project s&ME S&ME Project No: 1264-07-234 Core Location: GM-13R CLASSIFICATION:
46 .1O' to 56.60': Medium-Grained Granitic Gneiss 56.60' to 68.15': Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss
- Page 1 of 1
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
S ite Na me: ONS-GWPP Date: 10/3 1/2007 Boring l.D. GM- 13R T est In terva l: 46 . 1' to 51.1' (Sound Rock )
Total Depth of Hole: 5 1.1 ft 1557.93 cm Le ngth of Open Hole: 5 ft 152.44 cm Transform ation Ratio m=
Perfo rm ed by: Scott Dacus Time {sec} Head {cm} Permeabili!Y {cm/sec} Calculations 0 685.46 60 627 .26 2.60E-04 for 120 609 .97 8.1 8E-05 180 603 .23 3.25E-05 240 597 . 13 2.97E-05 300 59 1.5 5 2.75E-05 360 586. 16 2.68E-05 Where:
420 58 1.07 2.55E-05 Kh is the Horizontal Coefficient of Permeabi li ty (cm/sec) 480 576.25 2.44E-05 H1 is the Piezometric Head for time; t = t1 (cm) 540 57 1.68 2.33E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 567.4 1 2.1 9E-05 D is the Diameter of the Standpipe (cm) 900 549.42 l .89E-05 d is the diameter of the Open Length (cm),
1200 532 .74 l .80E-05 m is the Transformation Ratio, Where I.m = .J K,, / K I.
1500 5 15.00 l .98E-05 v Kh is the Ho rizo ntal PermeabiIity 1800 500.3 4 l .69E-05 Kv is the Vertical Permeability 2400 477.80 1.35E-05 L is the Open Length of Ho le (cm) 3000 454.05 l .49E-05 3600 43 1.62 l .48E-05 S readsheet assumes 3" rD Pi e; NQ Ho le, OD = 3" MEAN PERMEABILITY (cm/sec) 3.94E-05 Graph of Fie~ _a_t_a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
ld_D Head vs Time E 600 .00 +--"~ , - - - - - - - - - - - - - - - - - - --1 CJ
- 550 .00 +-- - -~ k
- ::--- - - - - - - - - - - - - --l ns Q)
- C: 500 .00 +-- - - - - - - -~ --.;:::- - - - - - - - - --J 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
Site Name:
Date:
Boring I.D.
Test Interva l:
Total Depth of Hole:
ONS-GWPP 11 /5/2007 GM- 13R 43 .5' to 46.2' 46.2 ft (Soil/Saprolite) 1408.54 cm Length of Open Hole: 2.7 f1 82.32 cm Transformation Ratio m=
Performed by: Scott Dacus Time (sec} Head (cm} Permeabilitl'. (cm/sec} Calculations 0 632.07 60 623.45 6.21 E-05 for 120 6 17.96 3.99E-05 180 613.57 3.22E-05 240 6 10.00 2.63E-05 300 606.52 2.58E-05 360 603 .08 2.57E-05 Where:
420 599.70 2.54E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 596.43 2.46E-05 H1 is the Piezometric Head for time; t = t1 (cm) 540 593 .26 2.41 E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 590.12 2.40E-05 D is the Diameter of the Standpipe (cm) 900 576.07 2.18E-05 d is the diameter of the Open Length (cm),
1200 563 .54 l .99E-05 m is the Transformation Ratio, Where 1500 552.04 l.86E-05 Im ,J= K,, / K v I Kh is the Horizontal Permeabi I ity 1800 541.34 l. 77E-05 . . Kv is the Vertical Permeability 2400 521.34 l .70E-05 L is the Open Length of Hole (cm) 3000 503.84 l .54E-05 3600 491.46 I.12E-05 S readsheet assumes 3" ID Pi e; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 2.54E-05 Graph of Fier' ld-'D
'-'a-'-t"-'a-'-- - - -- --------------------~
Head vs Time 640.00 - , - - - - - - - - - - - - - - - -- -- - - - ~
620 .00 ~ ~ - - - - - - - - - - - - - - - - - - ---l 600.00 -j- ___:::,"'1..:-:--- - - - - - - - - - - - - - - ---l ECJ 580.00 +--- - - ---- - - - - - - - - - - - - ---1
- 560.00 +-- - - - -~_,__ __
C'G
~ 540.00 +--- - - - - - - -~-.;;::---- - - - - - - - - --1 520.00 +-- - - - - - - - - - ----=>l~- - - - - - --l 500.00 -t-- - - - - - - - - - - - - -Je,,-=-- ---l 480.00 +-----,- - - , - - - - - , - - ---,-- - - , -- -....----.-----i 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
Site ame: ONS - GWPP Date: 10/31 /2007 Borin g I.D. GM -1 3R Test In terva l: 46.1' to 56. 1' (Sound Rock)
Total Depth of Hole: 56.1 ft 17 10.37 cm Le ngth of Open Hole: IO ft 304.88 cm Transfo rm ation Ratio m=
Perfo rm ed by: Scott Dacus Time (sec} Head (cm} Permeabili!l'. (cm/sec} Calculations 0 732.47 60 120 679.33 668.05 l.3 IE-04 2.9 1E-05 d 2 - ln( 2mL J for 180 660.43 2.00E-05
_ _ _D __
- ln H 1 240 652 .77 2.03£-05 8
- L * (t2 - ti} H2 300 645.79 1.87£-05 360 640.40 1.46£-05 Where:
420 636.3 1 I.I IE-05 Kh is the Horizontal Coefficient of Permeabili ty (cm/sec) 480 632 .77 9.69£-06 H, is the Piezometric Head fo r time; t = t1 (cm) 540 629. 15 I.00E-05 H2 is the Piezometric Head fo r time; t = l2 (cm) 600 625 .82 9.2 1E-06 D is the Diameter of the Standpipe (cm) 900 607.29 1.05£-05 d is the diameter of the Open Length (cm),
1200 586.49 1.21 E-05 m is the Transformation Rat io, Where 1500 1800 569.09 556.83 1.05£-05 7.57£-06 l m= K1, /Kv I Kh is the Horizo ntal Pe rmeability Kv is the Vertical Permeabi li ty 2400 530.79 8.3 3£ -06 L is the Open Length of Ho le (cm) 3000 50 1.49 9.87£-06 3600 475 .6 1 9.2 1£-06 S readsheet assumes 3" ID Pi e; NQ Ho le, OD = 3" MEAN PERMEABILITY (cm/sec) 2.0lE-05 Graph of Fie~ ld_D_a_t_a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head VS Time 750 .00 . . - - - - - - - - - - - - - - - - - - - - - - - - - ,
700 .00 --- - - - - - - - - - - - - - - - - - - -
650.00 -/-~ c--:--- - - - - - - - - - - - - - - - --1
- [ 600.00 +-- - ---".........=--- - - - - - - - -- - - ----!
"C
~ 550.00 +-- - - - - - - -~ - =-- - - - - - - - - - - !
J:
500.00 +-- -
450 .00 -+-- - - - - - - - - - - - - - - - - - - -
400 .00 +------.----r---.....-----,----,---,-------,----1 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
- 80 REHOLE PERMEABILITY TEST USING PACKERS CA LCULATIONS LOCAT ION:
TEST DAT E:
---~-----------------------------
PRO JECT NAME AND NO.: ONS - GWPP Seneca, SC 11 / 1/2007 BOREHOLE NO.:
T EST lNT ERVAL:
GM- 13R T EST lNTERVA L: - l-.9- - to- 7-.9- -
684.4 to 678.4 bg_s_ _
EL TEST ED BY: Adam Jennings/Scon Dacus GRO UNO ELEV (ft MS L): 736.3 TEST METHOD: Double Packer Method using Multiple Pressure Tests METH OD
REFERENCE:
Ground Water Manual, US Bureau of Reclamation, 1995 , Chapter 10 RESULTS OF PERMEA BILITY CA LCU LATIONS MULT IPLE STEP TEST Step Flow (Q) Pressure si Lugeons Permeabi lity Permeability (gpm) Ga uge Effective (ft/sec) (cm/sec) 6.33 30 45 42 l. 50E-05 4.6E-04 2 6.43 40 55 35 1. 2E-05 3.8E-04 3 7.97 50 65 37 l.3E-05 4.0E-04 4 7.25 40 55 39 l .4E-05 4.3E-04 5 6.38 30 45 42 l.5E-05 4.6E-04 AVERAGE 39 I .4E-05 4.3E-04 SELECTED VALUE Roc k Description of Tested Interva l:
Moderately Fractu red Granitic Gneiss With Intermi ttent Biotite Hornblende Gneiss TEST lNTE RPRETATION EFFECTIVE PRESSURE(psi) FLOW(gpm) 0 20 40 60 80 0 2 4 6 10 I I I 0 2 0 2 z
I- 3 I I I z I- 3 I
C/l C/l I I UJ I- 4 t:: 4 I I I 9 . . - - - -.....- - - , - - - - - , - - - - - - ,
E6 8
-=====~= ===-=~=
- --- ~------~ ~=--~ i ____ ~~==
~ s - - - - - -t - - - - - - t - - - - - - - t - - - - - -
~ 4 _ _j _ _ _ _ _ L __ __ J E3 ----- : ------: ----- :------
- 2 - - - - - -, - - - - - - r - - - - - - ~ - - - - - -
1 .J - - - - L... _J 0 I , I 0 20 40 60 80 Effective Differential Pressure (psi}
- Packer Test GM-13 R Test 2 Redo Permeabi lity Calculations Pagel of 4
- PERMEABILITY CALCULATIONS FOR EACH STEP OF TEST CALCU LAT ED PERM EA BILITY FOR STEP I Gauge Pressure, h2 Flow Rate, Q:
Head loss per TEN foot section of pipe:
30 6.33
- 0. 1 psi gpm psi 69.3 feet of water 3
0.0 14 fl /sec (per tables)
Head Loss, L : 0.6 psi 1.3 feet of water Distance from pressure gauge to bottom oftest section, h, : 36.5 feet Value ofh, : 36.5 feet Effective Head, H where H = I, l+h2-L : 104.4 feet 45 .2 psi Determine a tura tion Zo ne:
Select Zone I , 2, or 3 3 Zones I a nd 2 are unsaturated, 3 is saturated Tu = U-D+ H 80.4 feet X = (1-1/fu)* I 00 130.0 %
Tu/A 13.3 Dete rmine Conductivity Coeffi cient H/r Value for Zone I analysis A/H Value for Zone I analysis Nr 48 Va lue for Zone 2 and 3 analysis Select C u from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs fo r Zones 2 and 3 Ca lculate Kif Zon e I a nd using single o r d ou b le packe r fl/sec cm/sec Ca lcula te Kif Zo ne 2 a nd using single packer {Meth od 1) fl/sec cm/sec Ca lculate Kif Zone 2 and using double packer {Method 2) fl/sec cm/sec Ca lcul ate Kif Zone 3 and using single packer {Met hod 1) fl/sec cm/sec Ca lculate Kif Zone 3 and using double packer {Method 2) l .50E-05 fl/sec 4 .57E-04 cm/sec Is this step va lid ?
If (Q/a)*(estimated porosity) > IO the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4.7 square feet ls Q/a * (estimated porosity) > IO?? True, Test Va lid
Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest sect ion, h,:
Value of h 1:
40 6.43 0.1 0.6 36.5 36.5 psi gpm psi psi feet feet 92.4 feet of water 3
0 .0 14 fl /sec (per tables) 1.3 feet of wate r Effective Head, H where H = J, l+h2-L : 127.5 feet 55 .2 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated T u = U-D+H 103 .5 feet X = (1-1/fu)* I00 123.3 %
Tu/A 17.2 Determine Condu ctivity Coeffi cient H/r Value for Zone I analysis NH Value for Zone I anal ysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I0-7 for Zone I tests: C u for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Ca lculate Kif Z o ne I a nd using single o r d ouble pac ke r ft/sec cm/sec Calculate Kif Zo ne 2 a nd u sing single pa cker {Meth od 1) ft/sec cm/sec Calculate Kif Zone 2 and using double packer {Method 2) fl/sec cm/sec Ca lculate Kif Zone 3 and using single packer {Meth od 1) ft/sec cm/sec Calculate Kif Zo ne 3 and using double packer {Method 2) l.25E-05 ft/sec 3.80E-04 cm/sec Is this step va lid ?
lf (Q/a)*{estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet ls Q/a * (estimated porosity) > IO?? T rue, Test Valid
- Packer Test GM-13R Test 2 Redo Perm ea bility Calculations Page 2 of 4
CA LCU LATED PERM EA BlLITY FOR STE P 3 Gauge Pressure, h2. 50 psi 115.5 feet of water Flow Rate, Q: 7.97 gpm 0.018 ft 3/sec Head loss per TEN foot section of pipe: 0. 1 psi (per tables)
Head Loss, l : 0.6 psi 1.3 feel of water Distance from pressure gauge to bottom oftest section, h 1 : 36.5 feel Value ofhi: 36.5 feel Effective Head, H where H = I, l+h2-l : 150.6 feel 65 .2 psi Determine aturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 126.6 feel X = (H/fu)* I 00 11 9.0 %
Tu/A 2 1.0 Determine Conductivity Coefficient 1-1/r Value for Zone I analysis A/1-1 Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests : 72 Cs for Zones 2 and 3 Ca lculate K if Zone I and using single or do u ble packer ft/sec cm/sec Ca lculate Kif Zone 2 and using single packer (Meth od I) ft/sec cm/sec Calculate K if Zo ne 2 and using double packer (Method 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using single packer (Meth od I) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) l.31 E-05 ft/sec 3.99E-04 cm/sec Is this step va lid ?
lf (Q/a)*(estimated porosity) > IO the calculations may not be valid due to turbulent flow Calcu late a, the total open area of the test section: 4.7 square feel Is Q/a * (estimated porosity) > IO?? True, Test Valid CA LC ULA TED PERM EA BILITY FOR STEP 4 Gauge Pressure, h2 40 psi 92.4 feel of water Flow Rate, Q: 7.25 gpm 0.0 16 ft 3/sec Head loss per TEN fool section of pipe: 0.1 psi (per tables)
Head Loss, l : 0.6 psi 1.3 feet of water Distance from pressure gauge to bottom oftest section, h 1: 36.5 feet Value ofhi: 36.5 feet Effective Head, H where H = I, l+h2-L : 127.5 feet 55.2 psi Determine Saturation Zone:
Select Zone I, 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 103 .5 feet X = (H/fu)* I00 123.3 %
Tu/A 17.2 Determine Conduct ivity Coefficient H/r Value for Zone I analysis A/1-1 Value for Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zo ne I and using sing le or double packer ft/sec cm/sec Calculate Kif Zo ne 2 and using sing le packer (Method I) ft/sec cm/sec Ca lculate Kif Zo ne 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zo ne 3 and using sing le packer (Method I) ft/sec cm/sec Calculate Kif Zo ne 3 and using dou ble packer (Method 2) 1.41 E-05 ft/sec 4.29E-04 cm/sec Is this step va lid ?
lf (Q/a)*(esti mated porosity) > IO the calculations may not be valid due to turbulent flow Calcul ate a, the total open area of the test section: 4.7 square feet Is Q/a * ( estimated porosity) > IO?? True, Test Valid
- Packer Test GM-1 3R Test 2 Redo Perm eability Ca lculations Page 3 of 4
- CALCULATED PERMEABILITY FOR STEP 5 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h 1:
Value ofh 1:
Effective Head, H where H = hl+h2-L :
30 6.38 0.1 0.6 36.5 36.5 104.4 psi gpm psi psi feet feet feet 69.3 feet of water 0.014 ft 3/sec (per tables) 1.3 feel of water 45 .2 psi Determine aturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 80.4 feet X = (I-I/Tu)* 100 130.0 %
Tu/A 13.3 Determine Conductivity Coefficient H/r Value for Zone I analysis A/H Value for Zone I analysis Air 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zo ne 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone I and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single pa cker (Method I) ft/sec cm/sec Calculate Kif Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) l.51E-05 ft/sec 4.61 E-04 cm/sec Is this step valid?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4.7 square feet ls Q/a * (estimated porosity) > IO?? True, Test Valid
- Packer Test GM-13R Test 2 Redo Permeability Calculations Page4 of4
- BOREHOLE PERMEABILITY TEST USING PACKERS CALCULATIONS TEST DAT E:
~--------------- .A1 "---~
PROJECT NAME AND NO.: ONS - GWPP LOCATIO : Seneca, SC 11 / 1/2007 BOREEIOLE '0. : ----'
TEST I TERVAL:
TEST I TERVAL:
58.9 677.4
.SI...IE to to G_M_-_l3_R_ _ _ _ _ _ __
64.9 671.4 bgs EL TESTED BY : Adam Jennings/Scott Dacus GROUND ELEV (ft MSL): 736.3 TEST METHOD: Double Packer Method using Multiple Pressure Tests METHOD
REFERENCE:
Ground Water Man ual, US Bureau of Reclamation, 1995 , Chapter 10 RESULTS OF PERMEABILITY CA LCU LATIONS MULTrPLE STE P TEST Step Flow(Q) Pressure ( osi) Lugeons Permeability Permeability (gpm) Gauge Effective (ft/sec) (cm/sec)
I 12.23 30 45 82 2.95E-05 9.0E-04 2 11.47 40 55 62 2.2E-05 6.8E-04 3 12.69 50 65 59 2. IE-05 6.4E-04 4 I I.I 9 40 55 61 2.2E-05 6.6E-04 5 10. 15 30 45 67 2.4E-05 7.3E-04 AVERAGE 66 2.4E-05 7.2E-04 SELECTED VALUES Rock Description of Tested Interva l:
Moderately Fractured Granitic Gneiss With Intermittent Biotite Hornblende Gneiss TEST INTERPRETATION EFFECTIVE PRESSURE(psi) FLOW(gpm) 0 20 40 60 80 0 2 4 6 8 10 12 14 I I I I ci 2 ci 2 z
t; 3 I I I z I- 3 I I Cl)
I I I I
~ 4 ~ 4 I I I I
' ' I I 14 12
'[ 10
-=J 8
., - ----~- - ----1------r-----
1 I 6
] I ,
~------1-- - ---~--- - -
I I
- - - - - i - - - - - - - - - - --r-----
1 I I 0
0 20 40 60 80 Effective Differential Pressure (psi)
- Packer Test GM-13R Test I Redo Permeability Calcu lations Page I of 4
- PERMEABILITY CALCULATIONS FOR EACH STEP OF TEST CALCULATED PERMEABrLITY FOR STEP I Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
30 12.23 0.2 psi gpm psi 69.3 feet of water 0.027 ft 3/sec (per tables)
Head Loss, L : 1.3 psi 3.0 feet of water Di stance from pressure gauge to bottom of test section, h1: 36.5 feet Value of h, : 36.5 feet Effective Head, H where H ; t, /+l,2-L : 102.8 feet 44.5 psi Determine Saturation Zo ne:
Select Zone I, 2, or 3 3 Zones I and 2 are unsatu rated, 3 is saturated Tu ; U-D+H 71.7 feet X ; (H/fu)* IOO 143.3 %
Tu/A 11.9 Determ ine Conductivity Coefficient H/ r Value for Zone I analysi s A/H Value fo r Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu fo r Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone I a nd using single or double packer ft/sec cm/sec Calculate Kif Zone 2 a nd using single packer (Met hod I) ft/sec cm/sec Ca lculate K if Zone 2 and using double packer (Meth od 2) ft/sec cm/sec Calculate Kif Zone 3 and using s ingle packer (Method I) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Meth od 2) 2.95E-05 ft/sec 8.98E-04 cm/sec Is this step va lid?
lf(Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent now Calculate a, the total open area of the test section: 4.7 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance fro m pressure gauge to bottom of test section, h1:
Value ofh ,:
40 11 .47
- 0. 1 0.6 36.5 36.5 psi gpm psi psi feet feet 92.4 feet of water 3
0.026 ft /sec (per tables)
- 1. 5 fee t of water Effecti ve Head, H where H; f,J+l,2-L : 127.4 feet 55.2 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu ; U-D+H 96.3 feet X ; (H/fu)* 100 132.3 %
Tu/A 16.0 Determine Cond uctivity Coefficient H/r Value fo r Zone I analysis A/H Value fo r Zone I analysis Nr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs fo r Zones 2 and 3 Calculate Kif Zone I a nd using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Calculate K if Zone 2 and using double packer (Met hod 2) ft/sec cm/sec Ca lculate Kif Zone 3 and using single packer (Method I) ft/sec cm/sec Calculate K if Zone 3 and using double packer (Method 2) 2.23E-05 ft/sec 6. 80E-04 cm/sec Is this step va lid ?
If(Q/a)*(estimated porosity) > JO the calculations may not be valid due to turbulent now Calculate a, the total open area of the test section: 4.7 square feet Is Q/a * (estimated porosity) > 10?? True, Test Valid
- Packer Test GM-13R Test I Redo Permeability Calculations Page2 of4
- CALC LATED PERMEABILITY FOR STEP 3 Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot secti on of pipe:
Head Loss, L :
Distance from pressure gauge to bottom of test section, h 1:
Val ue ofh 1:
Effective Head, H where H = I, l+h2-L :
50 12.69 0.2
- 1. 3 36.5 36.5 149.0 psi gpm psi psi feet feet feet 115.5 feet of water 0.028 ft 3/sec (per tables) 3.0 feet of water 64.5 psi Determine Saturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated , 3 is saturated Tu = U-D+H 117.9 feet X = (H/fu)* I00 126.4 %
Tu/A 19.6 Determine Condu cti vity Coeffici ent H/r Value for Zone I analysis A/1-1 Value for Zone I analysis Afr 48 Value for Zone 2 and 3 anal ysis Select Cu from Fig I 0-7 for Zone I tests: Cu fo r Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate K if Zone I and using single or double packer fVsec cm/sec Ca lculate Kif Zone 2 and using single packer {Method I ) fVsec cm/sec Calculate K if Zone 2 and using double packer {M ethod 2) fVsec cm/sec Ca lculate Kif Zone 3 and using si ng le packer {Meth od I ) fVsec cm/sec Ca lculate K if Zone 3 and using double packer {Method 2) 2.11 E-05 fVsec 6.43E-04 cm/sec Is this step valid ?
lf (Q/a)*(esti mated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4.7 square feet ls Q/a * (estimated porosity) > IO?? True, Test Valid CA LCU LAT ED PERM EABILITY FOR ST EP 4 Gauge Pressure, h2 40 psi 92.4 feet of wate r 3
Flow Rate, Q: 11.1 9 gpm 0.025 ft /sec Head loss per TEN foot section of pipe: 0. 1 psi (per tables)
Head Loss, L : 0.6 psi 1.5 feet of water Distance from pressure gauge to bottom of test sectio n, h 1: 36.5 feet Value of h 1: 36.5 feet Effective Head, H where H = h l+h2-L : 127.4 feet 55 .2 psi Determine Satu ra tion Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated T u = U-D+H 96.3 feet X = (H/fu)* l 00 132.3 %
Tu/A 16.0 Determine Condu ctivity Coeffi cient H/r Value fo r Zone I analysis A/1-1 Value for Zone I analysis Afr 48 Value for Zone 2 and 3 anal ysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs for Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Ca lculate Kif Zo ne I and using single o r double pac ker fVsec cm/sec Calculate Kif Zone 2 and using single pa cker (Method I ) fVsec cm/sec Calculate Kif Zone 2 and using double pa cker (M ethod 2) fVsec cm/sec Ca lculate Kif Zo ne 3 and using single pac ker (Method I ) fVsec cm/sec Calcu late Kif Zone 3 and using double packer (Method 2) 2. I 7E-05 fVsec 6.63E-04 cm/sec Is this step va lid ?
lf (Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4.7 square feet Is Q/a * (estimated porosity) > IO?? True, Test Valid
- Packer Test GM- 13R Test I Redo Permeability Ca lculations Page 3 o f 4
- CALCULATED PERMEABLLITY FOR STEPS Gauge Pressure, h2, Flow Rate, Q:
Head loss per TEN foot section of pipe:
Head Loss, L :
Distance from pressure gauge to bottom oftest section, h, :
Value of h,:
Effective Head, H where H = ltl+lt2-L :
30 10.15
- 0. 1 0.6 36.5 36.5 104.3 psi gpm psi psi feet feet feet 69.3 feet of water 3
0.023 ft /sec (per tables)
- 1. 5 feet of water 45.2 psi Determine aturation Zone:
Select Zone I , 2, or 3 3 Zones I and 2 are unsaturated, 3 is saturated Tu = U-D+H 73.2 feet X = (H/fu)* I00 142.4 %
Tu/A 12.2 Determine Conductivity Coefficient 1-1/r Value fo r Zone I analysis A/1-1 Value for Zone I analysis Afr 48 Value for Zone 2 and 3 analysis Select Cu from Fig I 0-7 for Zone I tests: Cu for Zone I Cs fo r Zone 2 and 3 tests: 72 Cs for Zones 2 and 3 Calculate Kif Zone I and using single or double packer ft/sec cm/sec Calculate Kif Zone 2 and using single packer (Method I) ft/sec cm/sec Calcu late K if Zone 2 and using double packer (Method 2) ft/sec cm/sec Calculate Kif Zone 3 and using single packer (Method 1) ft/sec cm/sec Calculate Kif Zone 3 and using double packer (Method 2) 2.41 E-05 ft/sec 7.34E-04 cm/sec Is this step valid?
lf(Q/a)*(estimated porosity) > 10 the calculations may not be valid due to turbulent flow Calculate a, the total open area of the test section: 4. 7 square feet Is Q/a * (esti mated porosity) > 10?? True, Test Valid
- Packer Test GM-13R Test I Redo Permeability Calculations Page 4 of 4
Calculation of Permeability By The Rising Head Method
- (Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 11 /15/2007 GM-13R 39.59 feet Screen Length: I 0. feet Casing Radius: I . Inches Effective Radius: 1.5 Inches Static Water Level: 33 .56 feet Water Table to Screen Bottom: 34.59 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 72 time and drawdown measurements Maximum head is 1.738 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/15/2007 GM-13R 1
Bouwer and R ice parameter A= 3 .8 Bouwer and Rice parameter B = 0 .72 ln(Re/Rw) = 3 .6 18929e+000 Analysis sta rts at time 12 . Seconds Analysis ends a t time 2 .8 minutes 14 Measurements analyzed from 2 to 15
"' ooooo 0000000 00000000000 00 000 1 e-002 Hydraulic Conductivity = 1.643e-004 cm/sec Tra nsmissivity = 1.7 13 meters2/day 00 05 10 15 20 25 30 3.5 40 45 50 55 60 6 .5 70 75 80 85 90 95 100 105110 115120 125130 13514 .0 AdJusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho 1s 1 738 feet at 0. Seconds PERMEABILITY 1.64 x 10-4 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-13R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-1 Depth:
8.S to 10 ft bis F: Red and Brown, Micaceous, Clayey, Silty, Coarse to Fine Sand (SM) 100% -... -- -,.. - --
90%
80%
~~
i\
\,,
70% - C, 60%
\ C:
'iii VI co 50% a.
+'
C:
...H.,_
Q) 40% ~
~ Q) a.
30%
-..... i-e...
20% .... - --
10% --
0%
.A .A .A 100 10 N 1 0.1 1/)
C\I 0.01 ..,. 0.001
<O 0 0 0 Particle Size (mm) 0 0
> 2mm 2 mm - 0.062S mm 0.062S mm - 0.004 mm <0.004 mm From Graph: % Gravel %Sand % Silt % Clay 1.7% 63.6% 19.1% 15.6%
Adjusted for 0% 65% 19% 16%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II .
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee N uclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M _-_l3_R_ __ Q 11111 EXl'I.N,.*\ fll >:-.
- Boring Depth: 8.5 to l Oft bis - - - ; -- -
l.i1lt' tll l'flU, 11 -.p1 *1 *11u \ lf'itl
/111,*n-.1I I ,l llfl \ ;,, .,, I'll:
% Sand: 65% P,Hlif I(* .. 1/.l'
- 11111\1
,.,rn I .! *1 l .1111~ i Sil l 11.lll,2 r-11 .11114 Cl,w
- ll .11!1 4
% Silt: 19%
% Clay: 16%
Estimated Specific Yield: 13%
Sill ,i,w {pcrccnlJ FIGURE 4.11 Texturul classifica tion triangle for unconsolidated materials showing the re lation between particle size and specific yield . Sou rce: A. I. Johnson, U .S. Geologica l Survey Water-Su pply Paper 1662-0, 1967.
SPECIFIC "(T'EHTICH Estimated Porosity: __4.;_4;_;_.5c....%c.c.o_
- Variation of Porosity, Specific Ylefd, and Specmc Retention wtth Grain Size (after Bear, _ 1 972)
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-13R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-8 Depth:
43.5 to 45 ft bis Ml: White, Tan, and Brown, Micaceous, Silty, Medium to Fine Sand (SM) 100% - -- - --
~
~
90% r".
80% \.
I' 70%
60%
'\ Cl VI
' \.. VI C'CI a.
50% ....C:
40%
30%
'\ "\
Cl)
(.)
Cl) a.
20%
10%
~~.
.... r-.. ..____.
0%
- 100 10
>2mm N 1 Particle Size (mm) 2 mm - 0.0625 mm 0.1 LO N
IO 0
0 0.01 0.0625 mm - 0.004 mm
'<t 0
0 0
0.001
<0.004 mm From Graph: % Gravel % Sand % Silt % Clay 1.1% 78 .9% 17.1% 3.0%
Adjusted for 0% 80% 17% 3%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M _ -_l3_R_ __
EXl'l.,\ ~.-\TIC l:S.
- Boring Depth: 43.5 to 45 ft bis ---;---
I.int* nl t'<lllt\l -.pt'l.llh \ 11*ld
'"'""* / , 10 1/; jJt 'f(P/1 :
% Sand: __8_0°_1/o_ _ P.1r1i,I,* -.11.p
- 1111111
"- ,incl ..!-tl.ll h~I Sill ll.llh2 .i -ll.<III-I I Cl,11* - 11.1111-1
% Silt: 17%
CI/\Y I
% Clay: _ 3_o/c_o_ _ I I
I Estimated Specific Yield: 29%
Sill ,11.e (percenll FIGURE 4.11 Textural classification triangle for unconsoiidated materials showing the rel,1tion between particle size and specific yield . Sou rce: A . I. Johnson, U.S. Geological Survey W ater-Su pply Paper 1662-D, 1967 .
~:,
l JO '~,
~ \ IFlC ll ID H
I \
I'
~
2 1,1 I
h!"" I t ____ ,/ I /
I .
SPECIFIC 11£TEHT~
0
!:j
"?c j d
cl 11 d
I i
~
~
=
&..I I
3i e~
- a
,~ !a i~ a:
c..,
- ~
i..iw
'-5 ~5 2-1 Ii 25 al
- ,~
.?S -c
~d Uc.,
i=
u5
~
t2
~
§ Estimated Porosity: _ _4c.:::2..;..:.5:....c°lc..:...
o_
- Variation of Porosity, Specific Ylefd, and Specific Retention with Grain Size (after Bear, _ 1 972)
- ~~
S&ME, Inc. 1. BORING AN D SAMPLJNG JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D- 1586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HA MMER FA LLING 30 IN REQUIRED TO ENVIRONMENTAL SERVICES Fax* 704-525-3953 DRIVE 1 4 IN 1 D SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-14 Location: Seneca, SC Number: 1264-07-234 Sheet No. I of I Boring Depth (ft): 29.0 I Elevation (ft) : 719.6 Driller: Jay Little, SC Cert B1575
- o. Date Drilled: 11/13/07 Logged By : Scott Dacus Water Level: Stabilized Water Level at 18.50 ft bis Drilling Method: 41/4" H.S.A.
I Elev. Depth Li th- Well Penetration Resistance (Blows/Foot)
(Feet) olo gy Material Description (Feet) Construction 0 50 100
~ ~
. \GRAVEL I-
~
>Q:X FILL (F) : Reddish-Brown, Silty, CLAY '
~
I~ I
~ -
1-- -
~
-~
mi
~
~
=D
'-7 15 ,0 ,(
5
~I
~
/)
~ -
I~
1--
~ _D ~
I-
~
I-
~
'- 710 I-
-D 10 - x I- -
~ -~
I-
'Y 1--
~
"~'°
~
I-I-
~705
=D
[ ****-
- -t
- : ::*;. ***
.... t:: ... ..
~
IS IX IC>(
!\
0 FILL (F) : Brown, Micaceous, Si lty, SAND : ~ -~§ : :*:
I-
-:* .1-- .*:
- -., 1-- . ..
~
~
~
(J X X
- . 1-- ..
- ~ :t: :*: .
-:* )--- **-:* *.
1--
~
U)<; .* : --- .*:
.. --t:...
~
-~
- ~ >< **
, I-- ***
y_
-700 - ~ X FILL (F) : Orange and Brown, Clayey, SILT ::*-= ::--
_.. *:= .-- *:
- 20
- ~ X ...
- - 1;> ~ ..
- =: .::*:
- =s~><;; ><;;Q
~ -- *
- -- *= :*-- *
- - .. ::-::= _::*:
SOIL/SAPROLITE (Ml): Tan, White, and Brown,
. . Micaceous, Silty, Medium to Fine SAND
- = :*,, *
- 695 - -* .. .=:* - .=:*
- = >
a..
-~
2s - :.-.
.. *: = ... ..
C, C,
g '-
~ - .
.. :\E):
.*** f--- *** .
en 1-- - * *. :.: t::: :_::
z - . ... ..
0 '-
0 w
0::
~
~ -. SOIL/SAPROLITE (M l) Black, White, and Gray,
-: *. f--- *:*.
~~
w Micaceous, Silty, Medium to Fine SAND With Rock
~
al0:: Fragments I
__J Lithologic Description Obtained From GM-14R
__J Boring Terminated at 29.00 ft bis
~
I t-
~
8
__J C,
z Q'.
0 ID
Sheet 1 of 1 COMPLETION REPORT OF WELL No. GM-14 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07-234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION : Seneca, SC 18.50 ft bis LATITUDE: 34°47'41.305" DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 82°53'30.305" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 722.62 DATE DRILLED : 11/13/07 DATUM : MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
.....I 1-~ z ~~
0 I DETAILS w <( .
WELL CONSTRUCTION DETAILS DESCRIPTION co 1-~ 8]~ C, >~
~ 8]~ 0 w w Cf) 0
.....I .....I w
PROTECTIVE CASING 0.00 GS 719.56 Diameter:
t,G'"RA:;-;.V;;:E:-;-L----+--~ O Type:
FILL (F): Interval:
Reddish-Brown, Silty, CLAY RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 13.43 ft bis GROUT 9.43 710.13 Type: Neat Cement Interval : 0 to 9.43 ft bis 11 .43 708.13 SEAL Type: Bentonite Interval : 9.43 to 11.43 ft bis FILL (F): Brown ,
Micaceous, Silty, SAND FILTERPACK Type: #1 Silica Sand Interval: 11.43 to 28.43 ft bis FILL (F): Orange and Brown , Clayey, SILT SCREEN Diameter: 2" Type: 0.010 Slotted PVC SOIUSAPROLITE ... :
"' (M1): Tan, White, Interval: 13.43 to 28.43 ft bis
~ and Brown, 25
- ! Micaceous, Silty,
,- Medium to Fine
§ SAND
~1-,,-,,,..,.,-,:--,-,~~~-l;...l;...-l-+I- **: -::*.:' 27.93 691 .63 LEGEND
~ SOIUSAPROLITE : ** * '. '* .. ' 28.43 691 .13 t'-,5 (M1): Black, White, and Gray, Micaceous, 29 -00 690 *56 -:** .* FILTER PACK TOC TOP OF CASING g Silty, Medium to Fine BENTONITE GS GROUND SURFACE
~ ~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN w TD TOTAL DEPTH
~ ~ STATIC WATER LEVEL CG CEMENT GROUT
&l1_____ __1___...L___JL__ _ __..l__ _ L_ _L_ _JL....::._ _ _ _ _ _ _ __.:~_.'.::'...'.::~~~~---J
!r-~~-$-&M Q:'.
...J
___E________________ c_o_M__PL_E_T_10--NR_E_P_O_R_T_o_F_J
- ~
g
~
ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL N
- 0. GM-14 Sheet 1 of 1
Calculation of Permeability By The Rising Head Method
- Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 11/14/2007 GM-14 14.93 feet Screen Length: 15 . feet Casing Radius: I. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 18.5 feet Water Table to Screen Bottom: 9.93 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 74 time and drawdown measurements Maximum head is 2.223 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/14/2007 GM-14 1
Bouwe r and Rice parameter A = 2 .69 1 Bouwe r and Rice parameter B = 0 .4988 ln(Re/Rw) = 2 .7 1353 1e +000 Gravel Pack Poro sity: = 30 . %
Corrected Cas ing Rad ius : = 1.844 Inches Analysis starts at time 30. Seconds Analysis e nds at time 2 .5 minutes 26 Measurements analyzed from 11 to 36 1 Points not plotted because head ratio <= 0 .0 0 1 These poi nts are not included in the analysis l
16 0
0
,,Cl'.
1 e-002 Hydrau lic Co nductivity = 1.485e-003 cm/sec Tra nsmissiv ity = 5 .8 39 meters2/day 00 05 10 15 20 2 .5 30 35 40 45 50 55 60 65 70 75 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME , Inc. Ho is 2.223 feet at o Seconds PERMEABILITY 1.49 x 10-3 cm/sec
!~T~
S&ME, Inc. I . BORING AND SAMPLING I IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D- 1586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VALUE) JS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax
- 704-525-3953 DRIVE I 4 IN ID SAMPLER I FT Project: Oconee uclear Station Boring No. GM-14R Location: Seneca, SC N umber: I 264-07-234 Sheet No. I of 2 Boring Depth (ft) : 68.0l Elevation (ft): 719.6 Dri ller: Jay Little, SC Cert B1575
- o. Date Drilled : 11/7/07 Logged By : Scott Dacus I Water Level: Stabilized Water Level at 4.80 ft bis Drilling Method: 41/4" H.. A.
Elev. Depth Lith- Well Penetration Resistance (B lows/Foot)
(Feet) (Feet) ology Material Descri ption Construction 0 50 100
. ,§RAVEL r ~
FILL (F): Reddish-Brown, Silty, CLAY
~
L-L-
~
~
L-L-
~~
L-
'-715 5-
~
L-L-
~
~
~
-~
-- 8>CX:
~
L-
'-7 10
'- 10-h :>>>
'.')")(')
L-L-
- )X)
~
-~~
=h~ ~ ~~
L-
~
~
'-705 L- 15- 0 ~ ~ FILL (F): Brown, Micaceous, Si lty, SAND
~
~
><::X
~
,_ ::x ,0 x,; -2',.
~~
~
()(>()
,_ I
~
L-
'-700 FILL (F) : Orange and Brown, Clayey, SfL T
'- 20 ><:> t 1--1--+---I t-------+---+--+---+--+---+---
., L- -
- ~
\
12 L- ')(
M
~ '-
.... L -
- '.'> >2' I
....0 L- >< ~
(!) I!')(><
~ '- - :* *:* . *. Micaceous, Silty, Medium to Fine SAND fv1 13 ~
. J : 695
(!)i '.<! :
25 - - *.*.-. ..-*. .:*.. ~
~ ~ "'\
~
~~
- =
- ... SO IL/SAPROLITE (M l): Black, White, and Gray, I I~
~
~
~ I\
I\
i'.:::
8 '-- 690
=.>"::-:*
Micaceous, Silty, Med ium toFine SAND Fragments WithRock ~ ~
~ I>);::
fv1
~,...0 4_0-1---1---1--1 *--1---1---+--+--l---l
- ~ ~~
30
=: -:- :'*::**.
V
- t:
SOIL/SAPROLITE (M I) T"', Whi<<. Md Bm=. /
i~ -=.:* ::: :-:* Micaceous, Silty, Med ium to Fine SAND ~ ~
!il c' -
=< <
~ 68~5:._L_ _-.l:.:.:..l:.*..:J*t.:..:1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _......L.._.i:::"-"'u1...
~~ KJ 15 l
- ..1.:~~-.1..~L .J.1-i.......J:':-::...._i.........1........L~-.L-.-1-....L---1
- ~T ~
S&ME, Inc. 1. BORING AND SAMPLING JS IN ACCORDANCE 9751 Southern Pine Boulevard WITH ASTM D- 1586.
Charlotte, North Carolina 28273 2. PENETRATION (N-VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRO NMENTAL SERVIC ES Fax* 704-525-3953 DRIVE I 4 IN 1 D SAMPLER 1 FT Project: Oconee Nuclear Station Boring No. GM-14R Location: Seneca, SC N umber: 1264-07-234 Sheet No. 2 of 2 Boring Depth (ft): 68.0 I Elevation (ft): 719.6 Driller: Jay Little, SC Cert o.
81575 Date Drilled : 11/7/07 Logged By : Scott Dacus I Water Level: Stabilized Water Level at 4.80 ft bis Drilling Method: 41/4" H.S.A.
E lev. Depth Lith- Well Penetration Resistance (B lows/Foot)
Material Description (Feet) (Feet) ology Construction 0 50 100
~~
'f'--.-_
- * , ... .. f'--.-_
I-I- I"'-.
~
- *, .. I"'-.
I 1--
t'-----
I-I-
501 1'----
~
~
I-1
~
WEATHERED ROCK (M2) : When Samp led Becomes I-
'- 680 =~\t Tan, White, and Brown, Micaceous, Silty, Medium to
>> II 40-
~ I I~ I I-Fine SAND I-I-
. ) Roller Cone Refusal at 39.80 ft bis I- - :* *... : : SOUND ROCK (D): Medium-Grained BIOTITE 1-- - .. "* .. HORNBLENDE GNEISS Sli ghtly Weathered, I- - * ' . ..
I- -*: .. Moderately Fractured, Low Angle Joints With Moderate
~
I~
Stai ning I-I-
I WEATHERED ROCK (M2): When Sampled Becomes
~
'-675 -
~
45 - White and Brown, Micaceous, Silty, Medium to Fine I-SAND; (Core Loss)
I~
I-
- SOUND ROCK (D): Medium-G rained GRANTTlC
- I~
I-1-- - GNEISS With lnterm ittent Seams of BIOTlTE II I-
- HORNBLENDE G EISS Moderately Fractured, I-I-
- Horizontal, Low Angle, and High Angle Joints With No Staining 1-- 670
~
50-I-
t& ~
I-I- -
~ ~~ I 1-- -
I-I-
~
I-
'- 665 -
I- 55-
~
I-I- -
I- -
1-- IIINII
=
~
I-
- - I-
=
-=
-=
~
I- -
>-- 660 I- 60 - =
=
I =
Cl. I -
(!) -
§ en
- I-I-
1--
=
I-t&
z 0 I-II.0 0
w I-
"'w
~
- 1) I - - :::
0 -655 :::
w I- 65 - :::
"' I- I-
...J
~ :::
I-I- I-I
~,~
t- 1--
- I- -
§
(!)
z Boring Terminated at 68.00 ft bis oc 0
CD
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Core Location: GM-14R 39 48 Hori1.0ntal Fracture, Mafics in Fracture NQ Core - Auger Refusal at 39.80 fl bis 40 49 Honzontal Fractures, No Staining End of Run #2, REC - 100-/4, RQD - 583/4 41 so 42 SI Horizontal Fracture, Mafics m Fracture Hori1.0ntal Fractures. No Stnming 43 52
- 44 Horizontal Fractures, No Staining 53 End of Run #3, REC - 98 75o/,, RQD - 98. 753/4 End of Run # 1, REC-40"/o, RQD- 19 60"/, EXPLA ATIO 45 54 El Concrete Gran itic Gneiss Horizonta l Fractures, No Staining 46 55 Biotite Hornblende Gneiss Horizontal Fracture, No Staining Horizontal Frac ture, No Staining
!88l Core Loss Honzontal Fractures. Mafics m Fractures 47 56 High Angle Fracture, No Stamin,I?
Fracture Horizontal Fracture, No Sta.ming End of Run Horizontal Fractures. No Stain ing Contact
- - - Healed Joint 48 57
- Page I of2
FIELD ROCK CORE LOG Oconee Nuclear Station - Groundwater Protection Project
- S&ME Project No: 1264-07-234 Core Location: GM-14R 57 Hom.ontal Fractures, Mafics m Fractures 66 Horizontal Fracture, No Staining Honzontal Fracture, No Staining 58 67 Hom.ontal Fracture, No Staining Honzontal Fractures. No Staining Honzontal Fracture, No Staining
_ __.__ _. End of Run #6. REC* 100"1.. ROD - 96%
59 68 Coring Tenninatcd at 68 00 n bis 60 Honzontal Fractures. No Stammg High Angle Fractures. Some Weathering, No Staininp 61
- 62 Horizontal Fracture. No Staining Horizontal Fracture. No Stainmg Horizontal Fracture. No Staining EXPLA ATION 63 End of Run #5, REC* 100"/,, RQD
- 77%
!ill Concrete Contact Intact Granitic Gneiss 64 Horizontal Fracture, No Staining Contact Intact Biotite Hornblende G neiss Horizontal Fracture, No Staining. Mafics in Fracture Core Loss 65 Fracture End of Run Contact Honzontal Fracture, No Staining
- - - Healed Joint 66
- Page 2 of2
Sheet 1 of 2 COMPLETION REPORT OF WELL No. GM-14R PROJECT: Oconee Nuclear Station PROJECT NO: 1264-07 -234 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Seneca, SC 4.80 ft bis LATITUDE: 34°47'41.293" DRILLING CONTRACTOR : S&ME, Inc. LONGITUDE: 82°53'30.362" DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION : 722.59 DATE DRILLED: 11/7/07 DATUM: MSL LOGGED BY: Scott Dacus STRATA z WELL I 0 0
_J 1- ~ z 0 w ~ '"'
OJ I
1- ~
DETAILS fu~ (9 >~ WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w
>- 0fu~
0 _J _J Cf) w PROTECTIVE CASING 0.00 GS 719 .63 Diameter:
1-:;G"""'RA:;-;-;-V-;-;:E=-:-L----+--~ O Type:
FILL (F): Interval:
Reddish-Brown , Silty, CLAY RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 57 .5 ft bis GROUT Type: Neat Cement Interval: 0 to 54 ft bis SEAL Type : K-packer Interval: 56.93 to 57 .13 ft bis FILL (F): Brown, Micaceous, Silty, SAND FILTERPACK Type:
Interval:
FILL (F) : Orange and Brown , Clayey, SILT SCREEN Diameter: 2" Type: 0.010 Slotted PVC SOIUSAPROLITE Interval: 57.5 to 67.5 ft bis 00 (M1): Tan, White,
~ and Brown, 25
~ Micaceous, Silty, *...
,- Medium to Fine *'
8 SAND ui
... . LEGEND
~ SOIUSAPROLITE
~ (M1): Black, White, P5 and Gray, Micaceous, 30 D FILTER PACK TOC GS TOP OF CASING GROUND SURFACE 8 Silty, ..*...
Medium to Fine BENTONITE BS BENTONITE SEAL
_J SAND With Rock en z Fragments ,*
.. ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN 0:: *. TD TOTAL DEPTH w ,
- Y, STATIC WATER LEVEL 0
uw
.. CG CEMENT GROUT 0::
- l S&ME COMPLETION REPORT OF 9751 Southern Pine Boulevard WELL No. GM-14R Charlotte, North Carolina 28273 i5:::;; ENGINEERING
- TESTING ENVIRONMENTAL SERVICES Sheet 1 of 2
PROJECT: Oconee Nuclear Station GROUND SURFACE ELEVATION:
PROJECT NO: 1264-07 -234 LOGGED BY: 719.6 PROJECT LOCATION : Seneca, SC CHECKED BY: Scott Dacus STRATA WELL 0
...J z 0 I DETAILS w WELL CONSTRUCTION DETAILS CD f-~ (!)
DESCRIPTION w
~ [b$ ...J en o (See Page 1)
..,s~o~1~u=s~A=P=Ro~L1=T=E---+.~...,..,.+- 35 (M1): Tan , White , *.. *.: _:
and Brown, Micaceous, Silty, *: *.. .*
Medium to Fine SAND (continued)
WEATHERED ROCK 40 (M2): When Sampled Becomes Tan, White, and Brown ,
Micaceous, Silty, Medium to Fine SAND Roller Cone Refusal 45 t 39.80 ft bis SOUND ROCK (D):
Medium-Grained BIOTITE HORNBLENDE GNEISS; Slightly eathered , 50 oderately Fractured ,
Low Angle Joints With oderate Staining EATHERED ROCK (M2): When Sampled 54.00 665.63 Becomes White and Brown , Micaceous, 55 illy, Medium to Fine AND; (Core Loss) 56.93 662 .70 SOUND ROCK (D): 57. 13 662.50 Medium-Grained 57.50 662 .13 GRANITIC GNEISS With Intermittent Seams of BIOTITE 60 HORNBLENDE GNEISS; Moderately Fractured ,
Horizontal , Low Angle ,
and High Angle Joints With No Staining 65 67.00 652 .63 67.50 652 .13 co 68.00 651 .63
~
~
ti C!J w
- LEGEND
(/)
~
(!)
FILTER PACK TOC TOP OF CASING GS GROUND SURFACE
§ BENTONITE BS BENTONITE SEAL
(/)
z ~ CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN 0
w ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN a:: TD TOTAL DEPTH
~ - - - - - - - --'-----'----'------ -'---~ -~ -- ~.!.
ut STATIC WATER LEVEL CG CEMENT GROUT
- -- - - - - -- - - -- -------------1 w
a::
!"' ._ ---------------------C-O_M_P_L_E_T_IO_N_R_E_P_O_R_T_ O_F----1
~
° SIME 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 WELL No. GM-14R
~
ENGINEERING , TESTING ENVIRONMENTAL SERVICES Sheet 2 of 2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-07-234 Boring Number: GM-14R Sample No: I Depth (ft-bis): 8.5 -10 Blow Count: 4 *4*6 Sample No: 2 Depth (ft-bis): 13.5 - 15 Blow Count: 6*6*8 Sample No: 3 Depth (ft-bis): 18.5 - 20 Blow Count: 3 *2*1
- Sample No:
Depth (ft-bis):
4 23.5 - 25 Blow Count: 8*7*6 Sample No: 5 Depth (ft-bis): 28.5 - 30 Blow Count: 10
- 26
- 14 Sample No: 6 Depth (ft-bis): 33.5 - 35 Blow Count: 8 *7*8
- Page I of2
SPLIT SPOON SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project .&&ME S&ME Project No: 1264-07-234 Boring Number: GM-14R Sample No: 7 Depth (ft-bis): 38.5 - 40 No Recovery Blow Count: 50/1
- Page 2 of2
ROCK CORE PICTURES Oconee Nuclear Station - Groundwater Protection Project .S&ME S&ME Project o: 1264-07-234 Core Location: GM-14R CLASSIFICATION:
39.80' to 4 1.1O': Medium-Grained Biotite Hornblende Gneiss 41.10' to 44.10': Soil 44.1 O' to 68.00': Medium-Grained Granitic Gneiss With Intermittent Biotite Hornblende Gneiss
- Page 1 of 1
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
Site Name:
Date:
Boring I.D.
Test Interval:
Total Depth of Hole:
ONS-GWPP 11 /8/2007 GM-14R 39.8' to 44.8' 44.8 ft (Weathered/Sound Rock) 1365.85 cm Length of Open Hol e: 5 ft 152.44 cm Transformation Ratio m=
Performed by: Scott Dacus Time (sec} Head (cm} Permeabilit}'. (cm/sec} Calculations 0 579.02 60 523 .66 2.94E-04 d' In(2mL) for 120 180 515 .09 506 .52 4.83E-05 4.9 1E-05 Kh -- D *ln H1 1~>1 4 240 498 .60 4.62E-05 8
- L * (t 2 - t)I H2 300 493.11 3.24E-05 360 488.75 2.60E-05 Where:
420 484.09 2.8 1E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 480. 18 2.37E-05 H1 is the Piezometric Head for time; t = t1 (cm) 540 477.04 l .92E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 473.38 2.25E-05 D is the Diameter of the Standpipe (cm) 900 458.05 l.93E-05 d is the diameter of the Open Length (cm),
1200 448.02 1.30E-05 m is the Transformation Ratio, Where 1500 1800 442.04 436.13 7.86E-06 7.89E-06 l m= K1,/Kv I Kh is the Horizontal Permeability Kv is the Vertical Permeability 2400 419.70 I. l 2E-05 L is the Open Length of Hole (cm) 3000 406.65 9.25E-06 3600 395.85 7.87E-06 Spreadsheet assumes 3" fD Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 3.92E-05 Graph of Fie_ _a_t_a_ _ _ __ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _~
ld_D Head VS Time 625.00 575 .00 I
'ti 525 .oo ns Cl) 475 .00
- c:
425.00 375 .00 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD
- (Open Hole in Uniform Material)
S ite Na me: ONS - GWPP Date: 11 /7/2007 Boring I.D. GM-14R Test Interva l: 28 .5' to 3 1.5' (Soil/Sapro lite)
Total Depth of Hole: 31.5 ft 960.37 cm Length of Open Hole: 3 ft 9 1.46 cm Transformation Ratio m=
Performed by: Scott Dacus Time (sec} Head (cm} Permeabilitr (cm/sec} Calculations 0 4 16.86 60 404.15 1.30E-04 for 120 394.09 l.06 E-04 180 385.95 8.77£-05 240 378.96 7.67£-05 300 372.93 6.75E-05 360 367.47 6.20E-05 Where:
420 36 1.01 7.46£-05 Kh is the Horizo ntal Coefficient of Permeabi li ty (cm/sec) 480 356.25 5.57£-05 H1 is the Piezometric Head for time; t = t1 ( cm) 540 352.62 4.30£-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 348.08 5.45£-05 D is the Diameter of the Standpipe (cm) 900 326. 86 5.29E-05 d is the diameter of the Open Length (cm),
1200 313 .57 3.49E-05 m is the Transformation Ratio, Where 1500 303.48 2.75£-05 Im= -J K,, / K I v Kh is the Horizontal Permeability 1800 292.68 3.04£-05 . . Kv is the Vertical Permeabili ty 2400 277.62 2.22E-05 L is the Open Length of Hole (cm) 3000 268 .35 1.43 E-05 3600 255.09 2. 13£-05 S readsheet assumes 3" ID Pi e; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 5.66E-05 Graph of Fiel_d_D_a_t_a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~
Head VS Time 430.00 ~ - - - - - - - - - - - - - - - - - - - - ~
410 .00 -t>o---- - - - - - - - - - - - - - - - - - - --1 390.00 +-"'~ - - - - - - - - - - - - - - - - - - --!
e 310.00
~ 350.00 +-- --"...- - - - - - - - - - - - - - - - - --1
-g Cl) 330.00 + -- - ---"oL- - - - - - - - - - - - - - - --1 J: 310.00 +-- - - - ----....:,.--- - - - - - - - - - - --1 290.00 -+-- - - - - - - -~ -.;;:::- - - - - - - - --I 270 .00 +-- - - - - - - - - - ----=--== --.kc--- - - --1 250.00 --~--~--~-~--~--~-~-"----I 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
Site 'ame: ONS - GWPP Date: 11 /8/2007 Boring l.D. GM-14R Test Interva l: 39.8' to 49.8' (Weathered/Sound Rock)
Total Depth of Hole: 49.8 ft 15 18.29 cm Length of Open Hol e: 10 ft 304.88 cm Transformation Ratio m=
Perform ed by: Scott Dacus Time (sec} Head (cm} Permeability (cm/sec} Calculations 0 634.39 60 120 577.96 573 .23 1.62£-04 1.43£ -05 d
2
- In(2 ml J for 1~>14 180 569.24 l .22E-05 Kh -- D -In H1 240 565.73 l .07E-05 8
- L * (t 2 - tI ) H2 300 562 .90 8.74E-06 360 560.55 7.27E-06 Where:
420 558.48 6.44£-06 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 556.40 6.47E-06 H, is the Piezometric Head for time; t = t1 ( cm) 540 554.70 5.34£-06 H2 is the Piezometric Head fo r time; t = ti (cm) 600 552 .84 5.84E-06 D is the Diameter of the Standpipe (cm) 900 542.38 6.64£-06 d is the diameter of the Open Length (cm),
1200 532 .26 6. 55£ -06 m is the Transformation Rati o, Where 15 00 1800 523 .8 1 515 .98 5.56£-06 5.24£-06 lm= K,,/Kv I Kh is the Horizontal Permeabili ty Kv is the Vertical Permeability 2400 506. 13 3.35£-06 L is the Open Length of Hole (cm) 3000 497.01 3. 16£-06 3600 483.60 4.76£-06 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD= 3" MEAN PERMEABILITY (cm/sec) 1.61E-05 Graph of Fie~ _ac..ct_a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _~
ld_D Head vs Time 655 .00 635.00 615.00 E 595.oo
~ 575 .00 l.
~ 555.00 QI
- t: 535 .00 515.00 495 .00 475 .00 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
Calculation of Permeability By The Rising Head Method
- Slug Test)
Site Name:
Test Date:
Well Label:
Aquifer Thickness:
ONS-GWPP 11 / 14/2007 GM- 14R 67.7 feet Screen Length: I 0. feet Casing Radius: I. Inches Effective Radius: 1.5 Inches Static Water Level: 4.8 feet Water Table to Screen Bottom: 62 .7 feet Anisotropy Ratio: I Time Adj ustment: 12. Seconds Test starts w ith trial 2 There are 148 time and drawdown measurements Max imum head is 0.334 feet Mi nimum head is 0. feet Calculation by Bouwer and Rice Graphical Method ONS-GWPP Bouwer and Rice Graph 11/14/2007 GM-14R 1
Bouwer and Rice parameter A= 3 .8 Bouwer and R ice paramete r B = 0 .72 ln(Re/Rw) = 3 .88 18 18e +000 Analysis starts a t time 108. Seconds Analysis ends at time 35. minutes 99 Measurements analyzed from 19 to 117 0
1 e-002 Hydraulic Conductivity = 1.888e-005 cm/sec Transmissiv ity = 0 .3367 meters2/day 0
Adjusted Time (Hours)
Analysis by Julie Petersen of S&ME, Inc. Ho Is 0.334 feel al 12 Seconds PERMEABILITY 1.89 x 10-5 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS
- Boring No.:
GM-14R Sample
Description:
FOR USE IN FETTER AND BEAR DIAGRAMS Sample No.:
SS-1 Depth:
8.5 to 10 ft bis F: Reddish-Brown, Silty, Clayey, Coarse to Fine Sand (SC) 100%
90%
~ ~
- ~ .,
80%
'~ \,
70%
Cl 60%
50%
' "" !'a....
~
.. -- r-.
r::
Ill Ill C'O 0.
....r::
~ Cl) 40% ~
- Cl) 30% --- 0.
20%
10%
0%
- 100 10
>2mm N 1 Particle Size (mm) 2 mm - 0.0625 mm 0.1 It)
N CD 0
c:i 0.01 0.0625 mm - 0.004 mm 0
"I" 0
c:i 0.001
<0.004 mm From Graph: % Gravel %Sand % Silt % Clay 1.1% 50.9% 11.5% 36.6%
Adjusted for 0% 51% 12% 37%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix II.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
Oconee Nuclear Station - GWPP S&ME Project No.: S&ME 1264-07-234
FETTER AND BEAR DIAGRAMS S&ME S&ME PROJECT: Oconee Nuclear Station - GWPP S&ME PROJECT NO.: 1264-07-234 Boring No. __G_M _ -1_4_R_ _ _
EXl'\.,\:S .*\T!( >:-.
- Boring Depth : 8.5 to IOft bis ---;---
I.int* 111 PflLJ ,11 -.p, *,*111, \ 1,*id l 1H1*1\", II f ,)1),1 \ j>t'fl I 'Ill
%Sand: 51% P.ut ic / 1* .. ,ll' 011111
~.ind .!-tl .1111~ i Sill ll .llh~ ;.., 1.111 1-1 Cl,,v
- 11 .1111-1
% Silt: 12%
% Clay: 37%
Estimated Specific Yield: 3.5%*
- Esti mated Value Sill ,11.c lpcrccnl)
FIGURE 4.11 Textural classification triangle ior unconsolidated materials showing the re lati o n between particle size and specific yield . Source: A. I. Johnson, U .5. Geological Survey W ater-Supp ly Paper 1662-D , 1967.
-4:I 4-0 --, '
3:1
~ JO '~,
~
I '
\
2.:1 a I
- z 2
1,1 I
w b! /
I t --_,,,// I
~
-j I 0 - L
~
~ d cs
?c i
~
d Ill Estimated Porosity: 48%**
...Based on Table of Selected Values of Porosity, Specific Yield and Specific Retention ,
USGS Water Supply Paper 2220.
Variation of Porosity, Specific Yleld, and Specmc Retention with Grain Size (alter Bear, _ 1 972)
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 Direct-Push LOGGED BY: S.Dacus DRILLING METHOD:
SAMPLING METHOD: Macro-Core c:: Th is log is pa rt of th e report prepa red for the named project and sho uld be w
co
~
read together with that report for complete interpretation . This summary 2 w~
- > ..JW W>-
a:::
wo
- ,,i? 0 Ea. z IE. U) 0..J
-o applies only at the location of this boring and at the time of drilling .
z a.o a.w
_J
_J- 0 .9, 0 I 0 I co Subsurface cond itions may differ at other locations and may change at this w 2Z 2> <{ "' a::: i= f-- U) a. 2 location with the passage of time . The data presented is a simplification of
_J <{~ <i:o
- a. u,o u,o z-' O #. ~ ~
a.
w ::::> c?. >-
(.'.) U) actual conditions enco untered .
w e 0 w 0 2 <{
_J
<{ c:: w U)
DESCRIPTION REMARKS 748.05 0
- Drilling location had been vacuum excavated to a depth of 8 feet 5- be low ground surface 743.05 I I Oranae brown micaceous SILT' saorolite r Brown micaceous fi ne to medium SAND; saorol ite 4 2.65 738.05 10 Orange brown micaceo us SILT; saprolite Brown micaceous SILT; saorolite Orange brown micaceo us SILT; saorolite r
4 2.6 - '
733.05 15 -
_y 4 2.5 -
728.05 20 4 2.8 Brown micaceous SILT; saprol ite 723.05 25 4 4 i
ti 2 2 718.05 30 Boring Te rmin ated at 30 feet
(!)
w
~
en
~
(!)
i NOTES :
(!)
~
0
..J
(!)
z LOG OF BORING GP-1 1i:
0 ID z> ENVIRONMENTAL SERVICES Sheet 1 of 1 w
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-1 PROJECT: Oconee Nuclear Station 1264-08-195 PROJECT NO: WATER LEVEL: 19.61 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34°47'32.89" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'47 .36" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION 750.87 DATE COMPLETED: 5/5/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
_J I- ~ z i<I'.
== ~.
0 w CD I
1- ~
DETAILS [b~ CJ >!S WELL CONSTRUCTION DETAILS DESCRIPTION w w
~
>- BJ~ 0 _J _J w
CJ) 0 PROTECTIVE CASING 1-------__...je----+- 0 0.00 GS 748 .05 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 : 2.82 ft ALS to 15 ft BLS Orange brown GROUT micaceous SILT; Type: Granular Bentonite sa rolite 10 Brown micaceous Ine Interval: GS to 13 ft to medium SAND; sa rolite range brown 13.00 BS 735.05 SEAL micaceous SILT; Type:
sa rolite TSC 733.05 Interval :
Brown mIcaceous 15 SILT; sa rolite range brown micaceous SILT; FILTERPACK sa rolite Type: #1 Sand Interval: 13 ft to 30 ft 20 SCREEN Brown micaceous SILT; saprolite Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval : 15 ft to 30 ft 25
~
~ LEGEND ti
~ FILTER PACK TOC TOP OF CASING
~ t--B-on- _n_g_T-er-m-in-at-e-d at---l-LL+ 30 BENTONITE GS GROUND SURFACE BS BENTONITE SEAL
~ 30 feet
(!)
"' ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN ig TD TOTAL DEPTH i.-_ _ __
- g ~ STATIC WATER LEVEL CG CEMENT GROUT _J
~ r,l ~-~-5____ &ME___________
.L..___L___J___ _ _L_----1..._ ..l___L...:__ _ _ _ __ ____::::.._~~..'.....:::.'.:~'....__
(!)
c_o_M_P_L_E_T_1o_N_R-EP_o_R_T_o_F_ _ _ ___J
- ;\j ENGINEERING
- TESTING ENVIRONMENTAL SERVICES TEMPORARY WELL No. GP-1 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protectio*n Project S&ME Project No: 1264-08-195 Boring Number: GP-1 Sample No: Depth (ft-bis): 8.0 - 12.0
- Sample o: 2 Depth (ft-bis): 12.0 - 16.0 Sample No: 3 Depth {ft-bis): 16.0 - 20.0
- Sample No: 4 Depth (ft-bis): 20.0 - 24.0 Page I of2
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-1 Sample No: 5 Depth (ft-bis): 24.0 - 28.0
- Sample No: 6 Depth (ft-bis): 28.0 - 30.0
- Page 2 of2
Sheet 1 of 1 LOG OF BORING NO. GP-2 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 18.26 ft BLS PROJECT LOCATION: Seneca, South Carolina GROUND SURFACE ELEVATION : 747.56 DA TE COMPLETED: 5/5/08 DATUM: MSL DRILLING CONTRACTOR : S&ME WEATHER: Sunny DRILLER: A. Jennings DRILLING METHOD: Direct-Push LOGGED BY: S.Dacus SAMPLING METHOD: Macro-Core 0:: ~
This log is part of the report prepared for the named project and should be w
[lJ ¢:! ~ ~ read together with that report for complete interpretation. This summary
~ w~ W>- w-g- Ea. z ~ 0....J applies only at the location of this boring and at the time of drilling.
- , ....JW ...Jo:: ::, .E 0 Cf) -o z Cl.0 Cl.w ....1- aa::: .e, 0 I 0 ICXl Subsurface conditions may differ at other locations and may change at this w ~z ~> ~'O~
~
t- Cf) ~~ location with the passage of time. The data presented is a simplification of
....J << <o Cl. en> cno Z;e_
0 ~ >
Cl.
w
- , 0:: >-
(.'.)CfJ actual conditions encountered .
0 0 w 0
~ w ....J
< < a::: w Cf)
DESCRIPTION REMARKS 747.56 0 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 742.56 5
.. Brown micaceous silty fine to medium SAND; saprolite 737 .56 10 4 4 Orange brown micaceous SILT; saprolite 4 2 .9 Brown micaceous silty fine to mediumSAND; saprolite 732.56 15 Brown micaceous SILT; saorolite ~
4 3.1 727.56 20 4 3.6 ... .
Brown micaceous silty fine to medium SAND; saprolite 722.56 25 ....
4 3.55
~ 2 0
);j 717.56 30 ti Boring Terminated at 30 feet CJ w
(J) a.
CJ
- ll
~
- g NOTES
CJ
~
0 CJ z
LOG OF BORING GP-2 ii:
0 a,
z> ENVIRONMENTAL SERVICES Sheet 1 of 1 w
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: 34°47'33.70" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'46.82" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 750.29 DATE COMPLETED: 5/5/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
_J 1-~ z i==~
0 I DETAILS w <( .
WELL CONSTRUCTION DETAILS DESCRIPTION
[Il 1-~ [b$ ('.) >t
~ Q. .
0 w w
>- wt _J _J
(/) 0 w PROTECTIVE CASING 0.00 GS 747.56 Diameter:
0 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 sa rolite 10 range brown Interval : GS to 13 ft micaceous SILT; sa rolite 13.00 BS 734.56 SEAL Brown micaceous silty Type:
fine to mediumSAND; 15.00 TSC 732 .56 Interval:
saprolite 15 Brown micaceous FILTERPACK SILT; sa rolite 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: 15 ft to 30 ft saprolite **
- 25
(:,!
a, LEGEND ti * -: *
(!)
FILTER PACK TOC TOP OF CASING w;1--- - - -- - + -.....:......J...30 i.:.,_.:...:....1.___.:...1..:......:...:...j
~ Boring Terminated at BENTONITE GBSS GROUND SURFACE BENTONITE SEAL
~ 30 feet a.. ~ CEMENT GROUT BOC BASE OF OUTER CASING
(!)
~ ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
~ TD TOTAL DEPTH
- g .!'. STATIC WATER LEVEL CG CEMENT GROUT
~r-----'----'--___J___ _ _ L..____..L_...L.__ . l . _ __ _ ____ _.:::::::._.....2:'..'.:~~~'...___ _J
~ t--::.:-- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - --1 l S&ME COMPLETION REPORT OF
- ilj ENGINEERING
- TESTING ENVIRONMENTAL SERVICES TEMPORARY WELL No. GP-2 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-2 Sample No: l Depth (ft-bis): 8.0 - 12.0 3 Depth (ft-bis): 16.0 - 20.0
- Sample No: 4 Depth (ft-bis): 20.0 - 24.0 Page I of2
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project &&ME S&ME Project No: 1264-08-195 Boring Number: GP-2 Sample No: 5 Depth (ft-bis): 24.0 - 28.0
- Page 2 of2
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: 34°47'33.70" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'46.82" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 750.29 DATE COMPLETED: 5/5/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
_J 1- ~ z i==~
0 w <{ .
DESCRIPTION co I
1-~ DETAILS [b~ C) >~ WELL CONSTRUCTION DETAILS
~ [b~ 0 w w Cf) 0
_J _J w
PROTECTIVE CASING 0.00 GS 747.56 Diameter:
0 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 sa rolite 10 Orange brown Interval : GS to 13 ft micaceous SILT; sa rolite 13.00 BS 734.56 SEAL Brown micaceous silty Type:
fine to mediumSAND; 15.00 TSC 732.56 Interval:
saprolite 15 Brown micaceous FILTERPACK SILT; sa rolite 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 : 15 ft to 30 ft saprolite 25
~
fiJ LEGEND ti * ..**
(!)
FILTER PACK TOC TOP OF CASING wt---------l--__:_...+--30
~ Boring Terminated at BENTONITE GSS GROUND SURFACE 8 BENTONITE SEAL
~ 30 feet a.. ~ CEMENT GROUT BOC BASE OF OUTER CASING
(!)
.; ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH
~
jt-____ ~ STATIC WATER LEVEL CG CEMENT GROUT
,L___j__---1.,__ _ _L_____L_..l___L....::...._ _ _ _ _ _~ : : . . _ ~ ~ . . ' . . . . . . : ' . . ' . ~ ' . _ __ _J
____E___________
(!)
~ - ~~- S&M C_O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F_ _ _ __ J I
~ ENGINEERING
- TESTING TEMPORARY WELL No. GP-2 Sheet 1 of 1 1- ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-2 Sample No: Depth (ft-bis): 8.0 - 12.0
- Sample No: 4 Depth (ft-bis): 20.0 - 24.0 Page I of2
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-2 Sample No: 5 Depth (ft-bis): 24.0 - 28.0
- Page 2 of2
Sheet 1 of 1 LOG OF BORING NO. GP-3 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 a:: This log is part of the report prepared for the named project and should be UJ read together with that report for complete interpretation. This summary Ill .:i::! $ $ ~
~ UJ~ UJ >-
- > _JUj _J UJO a:: ::::> .E 0 Ea. z $ (/)
u_J
-o applies only at the location of this boring and at the time of drilling.
z a..u a..UJ <{ _J- aa:: -9, 0
~
I u Illl Subsurface conditions may differ at other locations and may change at this
~z ~> (/) I- (/) a..~ location with the passage of time. The data presented is a simplification of UJ <{ <{
_J a.. (/)> (/)u
<l'.Q :::;,- 31:
z.2
~0 ~
<{
a..
UJ
- > ~ >-
('.) (/) actual conditions encountered .
0 e 0 UJ 0
~ <{ UJ _J
<{
(/)
a:: UJ DESCRIPTION REMARKS 757.21 0 Drilling location had been vacuum excavated to a depth of 8 feet 752 .21 5 below ground surface 4 0.85 747.21 10 Brown micaceous sandy SILT; saprolite 4 0.5 742 .21 15 4 2.85 737.21 20 4 3.25
.... Brown micaceous silty SAND; saprolite 732 .21 25 4 3.8
.. Red brown micaceous silty SAND; saprolite .!.
4 3.15 727.21 30 4 2.55 Brown micaceous silty SAND; saprolite 722.21 35 4 3.4 717.21 40 Boring Terminated at 40 feet
~
(l_
(!)
- £
~ NOTES:
(!)
g
~
(!) LOG OF BORING GP-3 z
ir 0
a, z> Sheet 1 of 1 w ENVIRONMENTAL SERVICES
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 : 34°47'34.44" DRILLING CONTRACTOR: S&ME LONGITUDE : 82°53'46.22" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 757.34 DATE COMPLETED: 5/6/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
...J t- ~ z t'.=~.
0 w <(
co I
t-~ DETAILS (D$ C, >~ WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w (D$ 0 Cf) 0
...J ...J w
PROTECTIVE CASING 0.00 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 25 ft 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 BS 734.21 Type: #1 Sand Interval: 23 ft to 40 ft 25 .00 TSC 732 .21 25 Red brown micaceous silty SCREEN SAND; sa rolite Diameter: 0.75 inch Type: PVC with Pre-packed Sand
- ,:* 30 Interval: 25 ft to 40 ft
"'ill Brown micaceous silty . ..
SAND; saprolite 35
~ LEGEND b
CJ w * ..** FILTER PACK TOC TOP OF CASING
- GS GROUND SURFACE
,0 wt---------1,-----4-40 BENTONITE BS BENTONITE SEAL
~ Boring Terminated at ~ CEMENT GROUT BOC BASE OF OUTER CASING
~ 40 feet TSC TOP OF SCREEN 0,
~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN
~ TD TOTAL DEPTH
- -g _y STATIC WATER LEVEL CG CEMENT GROUT
-'t--- - - - - - - ' - - - ' - - - - - ' - - - - - - - - ' - - - ' - - - ' - - - - - ' - - - - - - - - - - - - - - - - - - - - -- ---1
~
CJ Zt------,---------------------------------------------1
- ! ~,~
,_ ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-3 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee uclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-3
- Sample No: 2 Depth (ft-bis): 12.0 - 16.0
- Sample No: 4 Depth (ft-bis): 20.0 - 24.0 Page I of2
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project &&ME S&ME Project No: 1264-08-195 Boring Number: GP-3 Sample No: 7 Depth (ft-bis): 32.0 - 36.0 Sample No: 8 Depth (ft-bis): 36.0 - 40.0
- Page 2 of 2
Sheet 1 of 1 LOG OF BORING NO. GP-4 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 er: This log is part of the report prepared for the named project and should be w
co ~ ~ ~ ~
read together with that report for complete interpretation. This summary
~ w~ wo Ea. U..J
- , ..JW W>- ..Jc::: :::, .E 0 z ~ en -o applies only at the location of this boring and at the time of drilling .
z a..u a..w ..J- aer: ,e, 0 I u ICO Subsurface conditions may differ at other locations and may change at this w ~z ~> > <t: V) ~ I-a.. en ~~ location with the passage of time . The data presented is a simplification of
__J a.. <l'.~
<i::o 'O3:
en o enu Z:e_
cf2. ~ <l'.
> w
- , er:>-
(.'.)en actual conditions encountered.
~ w 0 w
__J 0
<l'. <l'. er: w en DESCRIPTION REMARKS 746.18 0 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 741.18 5 4 736.18 10-2.6
- Brown micaceous silty fine to medium SAND; saprolite 4 2.4 -
731 .18 15- Orange brown micaceous SILT; saprolite
- ... . Brown micaceous silty fine to medium SAND; saprolite 4 2.8 -
726.18 20-Orange brown micaceous SILT; saprolite 4 3 -
721 .18 25-Brown micaceous SILT; saprolite 4 2.3 -
- Oranae brown micaceous SILT; saprolite ,,..
- " 716.18 30 Brown micaceous SILT; saprolite Boring Terminated at 30 feet 0..
(.'.)
- £
- g
- g NOTES
8
~
.J
(.'.)
z LOG OF BORING GP-4 ii' g
z Sheet 1 of 1 w ENVIRONMENTAL SERVICES
COMPLETION REPORT OF TEMPORARY WELL 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 LATITUDE: 34°47'32.76" DRILLING CONTRACTOR: S&ME LONGITUDE : 82°53'46.52" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 748.86 DATE COMPLETED: 5/5/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0 z
~~
....J f- ~
0 LU DESCRIPTION Ill I
f-~ DETAILS fbs (;) >$ WELL CONSTRUCTION DETAILS
~
>- fbs 0 LU
....J LU
....J LU Cl) 0 PROTECTIVE CASING
,___ _ _ _ _ __.__.._ 0 0.00 GS 746.18 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: 2.68 ft ALS to 15 ft BLS GROUT Type : Granular Bentonite Brown micaceous silty : *_.* 1O fine to medium SAND; * * :
Interval: GS to 13 ft saprolite * * *
- . .. 13.00 BS 733.18 SEAL Type:
Orange brown micaceous SILT; TSC 731 .18 Interval:
15 saprolite Brown micaceous silty _.*.
- FILTERPACK fine to medium SAND; * * *.
sa rolite *
- _. Type: #1 Sand Interval : 13 ft to 30 ft Orange brown micaceous SILT; 20 saprolite SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 15 ft to 30 ft Brown micaceous 25 SILT; saprolite LEGEND ti Orange brown
~ micaceous SILT; FILTER PACK TOC TOP OF CASING
- . sa rolite 30 GS GROUND SURFACE cll-=Br-ow--'n=m.,.c..ica=cec..._ou- s--1 1 BENTONITE BS BENTONITE SEAL
~ CEMENT GROUT
~
BOC BASE OF OUTER CASING Bo;~i~es~i~~\~d at TSC TOP OF SCREEN
~ 30 feet ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
- g TD TOTAL DEPTH
~ STATIC WATER LEVEL CG CEMENT GROUT CJ Z t - ~ - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- --------------1
- ! ~
COMPLETION REPORT OF TEMPORARY WELL No. GP-4 Sheet 1 of 1
,.. ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project l
- I S&ME Project No: 1264-08-195 Boring Number: GP-4 I
I
- Sample No: 4 Depth (ft-bis): 20.0 - 24.0 Page I of 2
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project o: 1264-08-195 Boring Number: GP-4
- Sample No: 6 Depth (ft-bis): 28.0 - 30.0
- Page 2 of2
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 DATE COMPLETED: 5/6/08 GROUND SURFACE ELEVATION: 750.93 DRILLING CONTRACTOR: S&ME DATUM : MSL WEATHER: Sunny DRILLER: A. Jennings DRILLING METHOD: Direct-Push LOGGED BY: S.Dacus SAMPLING METHOD: Macro-Core 0::: This log is part of the report prepared for the named project and should be w ....,.
en ,i=
w~ W>- wo
!E. !E. read together with that report for complete interpretation . Th is summary
~
- J ...JW ...Jo::: ::J .E 0 Ea. z !E. Cf) 0...J
-o applies only at the location of this boring and at the time of drilling.
z a_(.) a..w ...J- a0::: _e, 0 I (.) I en Subsurface conditions may differ at other locations and may change at this
~z ~> > <{ (/) i= t-- ~~ location with the passage of time . The data presented is a simplification of w
...J <{
a.. Cf)>
<{ <o 'O::
cno ?ft ;;; ;;;w a..
w Cf)
- J 0::: >-
0 actual conditions encountered .
w ze Cf)
~
0 0 ...J 0
<{
<{
Cf) 0::: w DESCRIPTION REMARKS 750.93 0 Drilling location had been vacuum excavated to a depth of 7 feet
- below ground surface 745.93 5-1 0 No recoverv ~
4 3.15 740 .93 10- Orange brown micaceous sandy SILT; saprolite
- 4 4
3.1 2.65 735.93 15 -
Brown micaceous silty SAND; saprolite 730.93 20-
.... ~
4 3.3 -
Oranae brown micaceous siltv SAND; saprolite /"
725.93 25- ....
4 2.65 -
4 3.3 720.93 30- Brown micaceous silty SAND; saprolite 4 3.6 -
715.93 35-Boring Terminated at 36 feet a.
(!)
- £
~
- g NOTES
(!)
~
0_J
(!)
z LOG OF BORING GP-5 1i' g
z Sheet 1 of 1 w ENVIRONMENTAL SERVICES
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: 34°47'33.48" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'45.93" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 753.36 DATE COMPLETED: 5/6/08 DATUM: MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
...J f- ~ z 0 w co I
f-~
DETAILS [b$ ('.)
~0
>t WELL CONSTRUCTION DETAILS DESCRIPTION ~ 0 w w
>- fu$ ...J ...J Cl) 0 w PROTECTIVE CASING I - - - - - - - -+--!.- 0 0.00 GS 750.93 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 recove Interval : 2.43 ft ALS to 21 ft BLS Orange brown micaceous sandy 10 GROUT SILT; saprolite Type: Granular Bentonite
' Interval: GS to 19 ft
- .* SEAL
- 15 Type:
Interval:
Brown micaceous silty *._._*. ."*.
SAND; saprolite *. *_-
19.00 BS 731 .93 FILTERPACK 20 Type : #1 Sand TSC 729.93
- - :* Interval: 19 ft to 36 ft Orange brown micaceous silty SCREEN SAND; sa rolite 25 Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 21 ft to 36 ft Brown micaceous silty : *_.*: 30
~ SAND; saprolite
~ LEGEND ti *-:*
('.) FILTER PACK TOC TOP OF CASING w
Cf) 35 BENTONITE GS BS GROUND SURFACE BENTONITE SEAL fu Boring Terminated at ~ CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN 36 feet ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH jt---____ .J. STATIC WATER LEVEL CG CEMENT GROUT
_ _ _ _ ______::::'...____:'._'.::~~~'--_J
~ ---~- s____
&M
.J....___l___j__ _ _J._______L_.J.___L...:__
(!)
E ___________ C_O_M_P_L_E_T_IO_N_ R_E_ P_O_R_T_ O_F_ _ _ __ J
- ~
ilj ENGINEERING
- TESTING ENVIRONMENTAL SERVICES TEMPORARY WELL No. GP-5 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project o: 1264-08-195 Boring Number: GP-5
- Sample No: 4 Depth (ft-bis): 20.0 - 24.0 Page I of 2
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project &&ME S&ME Project No: 1264-08-195 Boring Number: GP-5
- 6 Depth (ft-bis): 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 DATE COMPLETED: 5/5/08 GROUND SURFACE ELEVATION : 736.75 DATUM : MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S. Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core 0::
UJ
~ ,..,. This log is part of the report prepared for the named project and should be ID ¢! ~
wo t ,..,. read together with that report for complete interpretation. This summary 2
UJ~ UJ>-
_J UJ _J 0:: :::> .E 0 E C.
z t CJ) u_J
-o applies only at the location of this boring and at the time of drilling .
z Cl.U Cl.UJ _J- a s 0 r=<( I u IID Subsurface conditions may differ at other locations and may change at this
<eo ~'O~
UJ 2Z 2 > 0:: I- CJ) ~2 location with the passage of time . The data presented is a simplification of
_J <( <(
0~ ~ Cl. :::> 0:: >-
Cl.
2 CJJ>
0
<(
CJJu UJ ze 0 UJ
_J UJ 0
('.JCJJ actua l conditions encountered .
<( 0:: UJ CJ)
DESCRIPTION REMARKS 736.75 0 Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731 .75 5
- 4 3.4 726 .75 10 Brown micaceous clayey sandy SILT; saprolite Orange brown clayey SILT; saprolite 4 4 721 .75 15 ~
4 4 Brown mottled micaceous silty fine to medium SAND; saprolite 716.75 20 Boring Terminated at 20 feet ti
(!)
w en
~
(!)
~
~
- g NOTES
(!)
g
~
(!)
z LOG OF BORING GP-6 ii::
0 (0
i;: 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: 34°47'31.71" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'44.01" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION: 736.73 DATE COMPLETED: 5/5/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
.J 1- ~ zw i== ~
0 I DETAILS <{ .
WELL CONSTRUCTION DETAILS DESCRIPTION co 1-~ fu~ (.'.)
w w
~
>- fu~ 0 .J .J w
Cf) 0 PROTECTIVE CASING 0.00 GS 736.75 Diameter:
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 731 .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 sa rolite 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; a, saprolite
~ * -:*
~-Boring
- - -Terminated
+ - -.. . 20 LEGEND at 5
(!)
w 20 feet FILTER PACK TOC TOP OF CASING CJ) BENTONITE GS BS GROUND SURFACE BENTONITE SEAL
~
(!)
~ CEMENT GROUT BOC BASE OF OUTER CASING
~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
[ii TD TOTAL DEPTH
- g ~ STATIC WATER LEVEL CG CEMENT GROUT i
(!)
Zl----- - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- --1
- ! ~
COMPLETION REPORT OF TEMPORARY WELL No. GP-6 Sheet 1 of 1
~ ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-6 Sample No: 3 Depth (ft-bis): 16.0 - 20.0
- Page I of I
Sheet 1 of 1 LOG OF BORING NO. GP-7 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 12.9 ft BLS PROJECT LOCATION: Seneca, South Carolina 5/6/08 GROUND SURFACE ELEVATION : 735.99 DA TE COMPLETED:
DATUM : MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S.Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core er 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 ro ¢! $ $ ~
~ w~ W>- wo E z $ U..J applies only at the location of this boring and at the time of drilling .
- J ..JW _J er :::>.E 0 a C.
0 (/) -o ro Subsurface conditions may differ at other locations and may change at this z Cl.U Cl.w ..J- .e, I u I w ~z
<(<( <o
~> <(
>:3:
<I) er i'.= f- (/) ~~ location with the passage of time. The data presented is a simplification of
~
<( (l.
_J Cl)> ~
> w :J er>- actual conditions encountered .
(l.
~
0
<(
C/Ju w ze'O 0 0 w
_J 0
(.'.)C/J
<( er w
(/)
DESCRIPTION REMARKS 735.99 0 4 2.5 -
730.99 5-4 3.3 - Brown micaceous silty SAND; saprolite 4 2.8 725.99 10 -
4 4 - Red brown micaceous clayey silty SAND; saprolite 720.99 15- ... .
4 4 - Brown micaceous silty SAND; saprolite 715.99 20 Boring Terminated at 20 feet
~
0..
C!)
- £ iii;g NOTES:
C!)
~,~
0_,
z C!) LOG OF BORING GP-7 ii" 0
ID z> ENVIRONMENTAL SERVICES Sheet 1 of 1 w
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°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 z WELL I 0 0
_J 1- ~ z i== ~
0
[Il I
1-~ DETAILS [b$ w
(.'.)
~ -
>~ WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w
>- [b$ 0 _J _J Cf) 0 w PROTECTIVE CASING 0.00 GS 735 .99 Diameter:
0 Type:
.. .. Interval:
3.00 BS 732.99 RISER CASING
. ... Diameter: 0.75 inch Type: PVC 5.00 TSC 730 .99 Interval : 2.42 ft ALS to 5 ft BLS
. ... 5 Brown micaceous silty SAND; saprolite GROUT Type : Granular Bentonite
.. .. Interval : GS to 3 ft SEAL
.. .. 10 Type :
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 (0 * *
~ * ..**
~----------1~--+20 LEGEND l:i Boring Terminated at
~
w 20 feet D FILTER PACK TOC TOP OF CASING
(/) BENTONITE GS BS GROUND SURFACE BENTONITE SEAL
~ ~ CEMENT GROUT BOC BASE OF OUTER CASING
(!)
"° ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN
~ TD TOTAL DEPTH
- g ~ STATIC WATER LEVEL CG CEMENT GROUT
-' ~ -- -- - - - - ' - - - - ' - - - - ' - - - - - - - - ' - - - ' - - - - ' - - - - - ' - - - - - - - - -- - -- -------------1
~
(!)
Zt - - - - - , - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - t
- ! ~,~
>- ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-7 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee uclear Station - Groundwater Protection Project
&&ME S&ME Project No: 1264-08-195 Boring Number: GP-7 0.0 - 4.0 2 4.0 - 8.0 Sample No: 3 Depth (ft-bis): 8.0 - 12.0
- Sample No: 5 Depth (ft-bis): 16.0 - 20.0 Page I of I
Sheet 1 of 1 LOG OF BORING NO. GP-8 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: 5/1/08 DRILLING CONTRACTOR: S&ME DATUM : MSL DRILLER: A. Jennings WEATHER: Sunny LOGGED BY: S.Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core a:: This log is part of the report prepared for the named project and should be w
(Xl ¢:: ~ ~ ()_J read together with that report for complete interpretation. This summary
~ w~ W>- we Ea. z applies only at the location of this boring and at the time of drilling.
- J _Jw _J a:: ::,.E 0 ~ Cf) -o z a..u a..w _J- aa:: ,!=, 0
- I () ICXl Subsurface conditions may differ at other locations and may change at this w ~z ~>
_J <l'.~ <l'.Q ~~
I-a..
Cf) ~~ location with the passage of time. The data presented is a simplification of a.. (f)o Cf)() zS? ~
0 ~ ~ w :J a::>-
<!) Cf) actual conditions encountered .
~ w e 0 w
_J 0
<l'. <l'. a:: w Cf)
DESCRIPTION REMARKS 736.24 0
- Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731 .24 5-
~
- Brown micaceous sandy SILT; saprolite 4 4 726 .24 10 4 4 -
721 .24 15- Brown sandy clayey SILT; saprolite 4 4 -
716.24 20
<0 Boring Terminated at 20 feet rilI::!
<0 f--
0 c.?
w
(/)
a'.
c.?
<J)
<O 0..,. NOTES:
<O c.?
g
~~
c.?
z LOG OF BORING GP-8 ii:
0 (D
z> ENVIRONMENTAL SERVICES Sheet 1 of 1 w
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-8 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 10.14 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34°47'33.40" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'44.77" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.83 DATE COMPLETED: 5/1/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
...J 1-~ z ~~.
0 w <(
DESCRIPTION Ill I
I-~ DETAILS [b~ C) >t WELL CONSTRUCTION DETAILS
- i: [b~ 0 w w en 0
...J ...J w
PROTECTIVE CASING 0.00 GS 736 .24 Diameter:
t------------<f----+ 0 Type:
Interval:
3.00 BS 733 .24 RISER CASING Drilling location had been vacuum Diameter: 0.75 inch excavated to a depth Type: PVC of 8 feet below ground 5.00 TSC 731 .24 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:
t--- - - - - - - - - - <c-r-+-+-10 Interval :
FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft Brown sandy clayey SILT; saprolite 15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft
~
alt------------<----"-+20 LEGEND ti Boring Terminated at C!l w
20 feet FILTER PACK TOC TOP OF CASING
- GS GROUND SURFACE oil (J) BENTONITE BS BENTONITE SEAL
(!)
~ CEMENT GROUT BOC BASE OF OUTER CASING
<O TSC TOP OF SCREEN 0) co ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH
~ y STATIC WATER LEVEL CG CEMENT GROUT
~ - - - - - - ~ - ~ - - - - - < - - --
...J
~ - ~- ~------<~---------------------1
(!)
Zt-----,----------------------------------------------1
- ! ~
COMPLETION REPORT OF TEMPORARY WELL No. GP-8 Sheet 1 of 1
>- ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project o: 1264-08-195 Boring Number: GP-8 Sample No: 3 Depth (ft-bis): 16.0 - 20.0
- Page I of I
LOG OF BORING 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 4/29/08 GROUND SURFACE ELEVATION : 736.35 DATE COMPLETED:
S&ME DATUM: MSL DRILLING CONTRACTOR :
WEATHER: Sunny DRILLER : A. Jennings DRILLING METHOD: Direct-Push LOGGED BY: S. Dacus SAMPLING METHOD: Macro-Core 0:: ~
This log is part of the report prepared for the named project and should be UJ Ill ii:' ~ ~ read together with that report for complete interpretation. This summary
~
UJ~
....I UJ UJ >-
...Jo::
wo
- > ,E 0 Ea. z ~ Cf)
(.) ....I
-o applies only at the location of this boring and at the time of drilling .
z Cl.(.) !l.UJ ....1- a0:: s 0 I (.) Illl Subsurface conditions may differ at other locations and may change at this UJ ~z ~> ~ ~ ~ f- Cf) ~~ location with the passage of time. The data presented is a simplification of
....I Cl.
<( <( <(Q Cf!> Cf!(.) 'O Z;e_
~
0 ~ ~
Cl.
UJ
- > 0:: >-
C) Cf) actual conditions encountered .
0 0 UJ 0
~ <( UJ ....I
<( 0:: UJ Cf)
DESCRIPTION REMARKS 736.35 0 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
... . 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 n.
(.!)
gi iii
- i; NOTES
(.!)
g
~
(.!)
z LOG OF BORING GP-9 ii':
0 (D
z>
w ENVIRONMENTAL SERVICES Sheet 1 of 1
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-9 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.98 ft BLS PROJECT LOCATION : Seneca, South Carolina LATITUDE: 34°47'35.06" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'45.51" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.54 DATE COMPLETED: 4/29/08 DATUM: MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
_J 1-~ zw i==~
0 I DETAILS <( .
WELL CONSTRUCTION DETAILS DESCRIPTION CD 1-~ 8:i E. ('.)
w
>:!=,
w
~
>- 8:i~ 0 _J _J w
Cf) 0 PROTECTIVE CASING 0.00 GS 736.35 Diameter:
0 Type:
Interval :
Drilling location had 3.00 BS 733 .35 RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth Type: PVC of 7.3 feet below ground surface 5.00 TSC 731 .35 Interval: 2.19 ft ALS to 5 ft BLS 5
GROUT Type: Granular Bentonite Interval: GS to 3 ft Orange brown clayey SILT sa rolite Brown micaceous fine SEAL sandy SILT; saprolite Type:
1 - - - -- - - ---,f.J--.-'-+-10 Orange micaceous Interval :
clayey SAND; sa rolite **.**
FILTERPACK Type: #1 Sand Interval: 3 ft to 20 ft
- . .*
- 15 SCREEN Brown micaceous silty .'- *_. Diameter: 0.75 inch SAND; saprolite Type: PVC with Pre-packed Sand Interval: 5 ft to 20 ft C0
~ * -: *
~---------+-~-+-20 LEGEND ti Boring Terminated at
~
w 20 feet FILTER PACK TOC TOP OF CASING
.,::E en BENTONITE GS BS GROUND SURFACE BENTONITE SEAL
~
t?
~ CEMENT GROUT BOC BASE OF OUTER CASING
"':g ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH
~ .!'. STATIC WATER LEVEL CG CEMENT GROUT
-' 1--- - - - - - - ' - - - - ' - - - - ' - - - - - - ' - - - - ' - - . J . . . . - - - - - ' - - - - - - - - - - - - - - -- - - - - - ---,I
~
___E ___________
t?
~ ~ --c-- S_ &M C_O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F_ _ _ _- - - 1 I
a,J ENGINEERING
- TESTING TEMPORARY WELL No. GP-9 Sheet 1 of 1
>- ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-9 u, P.. 9 Sample No: 4 Depth (ft-bis): 16.0 - 20.0
- Page I of I
LOG OF BORING 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 DATE COMPLETED: 4/29/08 GROUND SURFACE ELEVATION : 736.70 DRILLING CONTRACTOR: S&ME DATUM : MSL DRILLER: A. Jennings WEATHER: Sunny Direct-Push LOGGED BY: S. Dacus DRILLING METHOD:
SAMPLING METHOD: Macro-Core a:: This log is part of the report prepared for the named project and should be w
al ~ $ $ ~
read together with that report for complete interpretation . Th is summary 2 w~ w >-
- , ..JW ..Jo::
wo
- , .2 0 En. z $ en U..J
-o applies only at the location of this boring and at the time of drilling .
z o..u O..w ..J- aa:: 3 0 J: u J: al Subsurface co nditions may differ at other locations and may change at this
~w 0..2 w 2Z 2>
..J <(~ <Co
~' :':"' ~ ~
I-0..
en
- , ~ >-
location with the passage of time. The data presented is a simplification of actual conditions encountered.
0.. cno cnu z.2 0 w C)<n w e 0 0 2 <( ..J
<( a:: w en DESCRIPTION REMARKS 736.70 0 Drilling location had been va cuum excavated to a depth of 7.3 feet below ground surface ~
731 .70 5 0.7 0.4 Brown micaceous sandy SILT; saprolite 726.70 10- Orange brown clayey SILT; saprolile r 4 4
' Brown micaceous fine sandy SILT; saprolite ~
Orange micaceou s clayey SAND; saprolite 4 4 - \ Quartz fragments r 721 .70 15-
- Brown micaceous silty SAND; saprolite
~
Boring Terminated at 18 feet
~
~
f-a w
- i:
(/J
~
gi
~ NOTES :
- 1; 1*
I 0
.J z
er0 a,
z w
~~ ENVIRONMENTAL SERVICES LOG OF BORING GP-1 0 Sheet 1 of 1
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-10 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.53 ft BLS PROJECT LOCATION : Seneca, South Carolina LATITUDE: 34°47'35.91" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'45.87" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.84 DATE COMPLETED: 4/29/08 DATUM : MSL LOGGED BY: 5. Dacus STRATA z WELL I 0 0
_J 1- ~ z f:= ~
0 w <( .
CD I
I- ~ DETAILS i:b~ ('.) >$ WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w
>- i:b~ 0 _J _J w
Cl) 0 PROTECTIVE CASING 0.00 GS 736.70 Diameter:
0 Type :
Interval:
Drilling location had RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth Type: PVC of 7.3 feet below 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; sa rolite 10 Interval:
Brown micaceous me sand SILT; sa rolite Orange micaceous * * .- FILTERPACK clayey SAND; *
- Type : #1 Sand saprolite Interval: 6 ft to 18 ft Quartz fra ments
- . _.
- 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 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
_y_ STATIC WATER LEVEL CG CEMENT GROUT
~ *. __ __ __ _. . L _ _ j _ _ _ _ J_ __ _ ---1..._ _L . , _ _ . l . _ _ - - 1 ._ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ ~
(!)
Zl - - - - - - - -- - - - - -- - -- -----------------------------,1
- ! ~,~
>- ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-10 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-10 Sample No: 3 Depth (ft-bis): 16.0 - 18.0
- Page I of I
Sheet 1 of 1 LOG OF BORING NO. GP-11 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 5.76 ft BLS PROJECT LOCATION: Seneca, South Carolina DATE COMPLETED: 4/30/08 GROUND SURFACE ELEVATION: 736.16 DRILLING CONTRACTOR: S&ME DATUM : MSL DRILLER: A. Jennings WEATH ER: Sunny DRILLING METHOD: Direct-Push LOGGED BY: S.Dacus SAMPLING METHOD: Macro-Core 0:: 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
[Il
~ :E, :E,
~ w~ W>-
__,w --'o::
wo
- >.E 0 Ea. z :E, ()--'
-o applies only at the location of this boring and at the time of drilling .
- J z o..u o..w __,_ a0:: .$ 0 I
(/)
() ICD Subsurface conditions may differ at other locations and may change at this w <(~z ~> :;;'O~ i'.= f- ~~ location with the passage of time. The data presented is a simplification of
<( <(Q
--' (/)> (/Ju -;ft. :;; :;; 0..
w
(/)
- J 0:: >- actual conditions encountered .
w Z;e_
0.. (:) (/)
~
0 0 w 0
<( --'
<(
(/)
0:: w DESCRIPTION REMARKS 736.16 0 Drilling location had been vacuum excavated to a depth of 7 feet .Y
- below ground surface 731 .16 5-1 0.75 Brown micaceous sandy SILT; saprolite 4 3 726.16 10 -
- Brown micaceous clayey sandy SILT; saprolite 4 4 -
721.16 15-2 2.2 -
Boring Terminated at 18 feet
~
~
t=i
(!)
w
(/)
~
(!)
- £
- g
- g NOTES
(!)
g
~~
(!)
z LOG OF BORING GP-11 ii::
0 a,
~ Sheet 1 of 1 w ENVIRONMENTAL SERVICES
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-11 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 5.76 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34°47'36.81" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'45.87" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.32 DATE COMPLETED: 4/30/08 DATUM: MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
_J 1-~ z ~ ~.
0 w <(
CD I
1-~ DETAILS BJ~ (!:) >t- WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w
>- BJ~ 0 _J _J w
(/) 0 PROTECTIVE CASING 0.00 GS 736 .16 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 : 2.16 ft ALS to 8 ft BLS 5
6.00 BS 730 .16 GROUT Type: Granular Bentonite Brown micaceous Interval: GS to 6 ft sand SILT; sa rolite 8.00 TSC 728.16 SEAL Type:
10 Interval :
FILTERPACK Brown micaceous Type: #1 Sand clayey sandy SILT; 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 LEGEND FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL n.
(!)
~ CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN
"° ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN I~-------L------'---'-----L-----'-----'-------'--------------------~
...J
_y_ STATIC WATER LEVEL TD CG TOTAL DEPTH CEMENT GROUT
(!)
zt------::-- - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - -- -- - - - - ~
- 1 ~,~
COMPLETION REPORT OF TEMPORARY WELL No. GP-11 Sheet 1 of 1
>-- ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-11 7.0 - 8.0 Sample No: 4 Depth (ft-bis): 16.0 - 18.0
- Page I of I
LOG OF BORING 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 DA TE COMPLETED: 4/30/08 GROUND SURFACE ELEVATION : 736.26 DRILLING CONTRACTOR : S&ME DATUM: MSL DRILLER : A. Jennings WEATHER: Sunny DRILLING METHOD: Direct-Push LOGGED BY: S.Dacus SAMPLING METHOD: Macro-Core 0:: This log is part of the report prepared for the named project and should be LU CD <::! $ $ read together with that report for complete interpretation. This summary
~
- J LU~ LU>-
....J LU LU'§'
...Jo:: ::J .g 0 E 0..
z $ Cf) 0....J
-o applies only at the location of this boring and at the time of drilling .
z a.u a.LU ....1- a0:: s 0 I u ICD Subsurface conditions may differ at other locations and may change at this LU ~z ~> ~' O~ <(
~
<(
I- Cf) ~~ location with the passage of lime. The data presented is a simplification of
....J <( ~ <(Q ~ a. ::J 0:: >-
- a. C/Jo C/Jo Z;e_ 0 >
0 LU LU (.'.)C/J actual conditions encountered .
~ LU 0
<( ....J
<( 0:: LU Cf)
DESCRIPTION REMARKS 736 .26 0 Drilling location had been vacuum excavated to a depth of 8 feet ~
below ground surface 731 .26 5
- 4 2.8 726.26 10 Brown micaceous sandy SILT, with quartz fragments ; saprolite 4 4 721 .26 15 2 2 Boring Terminated at 18 feet o._
(!)
tll co
~ NOTES:
8-'
~
(!)
z LOG OF BORING GP-12 ii'.
al z>
w ENVIRONMENTAL SERVICES Sheet 1 of 1
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-12 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 6.23 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34°47'37.19" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'44.89" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.33 DATE COMPLETED: 4/30/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
....I t-~ z i==~.
0 I DETAILS w ~
WELL CONSTRUCTION DETAILS DESCRIPTION CD t-~.
a.
[b$ ('.) >t
~ 0 w w
>- wt ....I ....I Cf) 0 w PROTECTIVE CASING 0.00 GS 736 .26 Diameter:
0 Type :
Interval :
RISER CASING Drilling location had been vacuum Diameter: 0.75 inch 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 728.26 SEAL Type:
10 Interval:
FILTERPACK Brown micaceous Type: #1 Sand sandy SILT, with 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
~
la LEGEND ti
(!)
ui FILTER PACK TOG TOP OF CASING
- GS GROUND SURFACE oil Cf)
BENTONITE BS BENTONITE SEAL a.
(!)
~ CEMENT GROUT BOC BASE OF OUTER CASING TSC TOP OF SCREEN
'aien° ~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH
~ _y_ STATIC WATER LEVEL CG CEMENT GROUT
.J
~ t - - - - - - - - ' - - - - ' - - - . . . i . - - - - - - ' - - - - - - ' - - - - - ' - - - - ' - - - - - - - - - - - - - - - - - - ---1
(!)
zt--~- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 1
- ! ~,~
>- ENVIRONMENTAL SERVICES COMPLETION REPORT OF TEMPORARY WELL No. GP-12 Sheet 1 of 1
MACRO-CORE SOIL SAMPLE PICTURES Oconee uclear Station - Groundwater Protection Project
&&ME S&ME Project No: 1264-08-195 Boring Number: GP-12 12.0 - 16.0 Sample o: 3 Depth (ft-bis): 16.0 - 18.0
- Page I of I
Sheet 1 of 1 LOG OF BORING NO. GP-13 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 4.39 ft BLS PROJECT LOCATION: Seneca , South Carolina DA TE COMPLETED: 4/30/08 GROUND SURFACE ELEVATION: 736.12 DRILLING CONTRACTOR: S&ME DATUM: MSL DRILLER : A. Jennings WEATH ER: Sunny DRILLING METHOD: Direct-Push LOGGED BY: S. Dacus SAMPLING METHOD: Macro-Core 0:: This log is part of the report prepared for the named project and should be w --:-
~
[Il 4= ~ ~ ~
read together with that report for complete interpretation. This summary
~ w~ w >-
- J ....JW ...Jo::
we
- i.E 0 Ea. z ~ (/)
U....1
- o applies only at the location of this boring and at the time of drilling .
z a..u o..w ....1- a0:: .e 0 I u I[Il Subsurface conditions may differ at other locations and may ch ange at this w <( ~ <(z ~> <( (/)
- -~ <(
~ I-a..
(/) ~~ location with the passage of time. The data presented is a simplification of
<Co ~ :::J 0:: >-
....J a.. (/)6 (/)u w
zE e
~
0 0 w w
0
(_?(/) actual conditions encountered .
~ <( ....J
<( 0:: w Cl)
DESCRIPTION REMARKS 736.12 0
~
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; saorolite 4 3 726.12 10
- Red brown micaceous clayey SILT; saprolite 4 4 -
721 .12 15-2 0 - No recovery Boring Terminated at 18 feet
~
)a 5
l')
w U)
~
l')
- ll iii NOTES:
~
l')
g
~,~
l')
z LOG OF BORING GP-13 ii:
0 (D
z> ENVIRONMENTAL SERVICES Sheet 1 of 1 w
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-13 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 4.39 ft BLS PROJECT LOCATION : Seneca, South Carolina LATITUDE: 34°47'37.49" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'43.88" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.26 DATE COMPLETED: 4/30/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
..J 1- ~ z i== ~
0 w <
- Ill I
1- ~
DETAILS frj!E. (9 >t WELL CONSTRUCTION DETAILS DESCRIPTION w w
~
>- fri $ 0 ..J ..J w
Cl) 0 PROTECTIVE CASING 0.00 GS 736 .12 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: 2.14 ft ALS to 8 ft BLS 5
6.00 BS 730 .12 GROUT Type: Granular Bentonite Brown micaceous Interval: GS to 6 ft sand SILT; sa rolite 8.00 TSC 728.12 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 FILTER PACK TOG TOP OF CASING BENTONITE GS GROUND SURFACE BS BENTONITE SEAL a'. ~ CEMENT GROUT BOC BASE OF OUTER CASING
'.;l ~ TSC TOP OF SCREEN m ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN ij TD TOTAL DEPTH
"' ~ STATIC WATER LEVEL CG CEMENT GROUT jt--------'-----'--....,_____ _ L..-_-'----'-----'---- - -- - -- - -- - - - - - -- ---1
~~.---c----5-&M
(!)
___E ___________C_O_M_P_L_E_T_IO_N_R_E_P_O_R_T_O_F_ _ _ _ ---I
- l a5 ENGINEERING
- TESTING TEMPORARY WELL No. GP-13 Sheet 1 of 1
>- ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-13 GtP-13 ,
7,() .. 8, 0 II 1111 1111 1/11 7.0 - 8.0 Sample No: 3 Depth (ft-bis): 12.0 - 16.0
- Page I of I
Sheet 1 of 1 LOG OF BORING NO. GP-14 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 WEATHER : Sunny DRILLER: A. Jennings LOGGED BY: S.Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core Q'. 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 CI)
~ $ $
~ w~
- > _/W W>-
Q'.
wo
- > .E 0 Ea. z $ en -o o_J applies only at the location of this boring and at the time of drilling .
z Cl.O
_J Cl.w _/- aQ'. .e 0 I 0 Im Subsurface conditions may differ at other locations and may change at this w ~z ~> <t: en
<t:
.==
<t:
I-Cl.
en ~~ location with the passage of time. The data presented is a simplification of
_J
<t:~ <i::o >3: 'O ';ft > > w :::> Q'. >- actual conditions encountered .
Cl. en o eno Z;e_
w 0 w 0 0en
~ _J
<t: <t: Q'. w en DESCRIPTION REMARKS 736.39 0
- ~
Drilling location had been vacuum excavated to a depth of 7 feet
- below ground surface 731 .39 5-1 1 Brown micaceous sandv SILT; sanrolite 4 4 726.39 10 -
- Brown micaceous clayey SILT; saprolite 4 4 -
721 .39 15-4 4 - Tan micaceous clayey SAND 716.39 20
- Boring Terminated at 20 feet fa t3
<.'.)
w
"'-,en 0..
<.'.)
gi
~
- g NOTES
8
~,~
...J
<.'.) LOG OF BORING GP-14 z
ii:
g z>
w ENVIRONMENTAL SERVICES Sheet 1 of 1
Sheet 1 of 1 COMPLETION REPORT OF TEMPORARY WELL No. GP-14 PROJECT: Oconee Nuclear Station PROJECT NO: 1264-08-195 WATER LEVEL: 3.8 ft BLS PROJECT LOCATION: Seneca, South Carolina LATITUDE: 34°47'37.80" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'42.85" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.95 DATE COMPLETED: 5/1/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
_J 1- ~ zw i<{
== ~ .
0 I DETAILS WELL CONSTRUCTION DETAILS DESCRIPTION CD 1- ~ 8:i :S (.9 w
>~
~ 0 w
>- 8:i Cl) 0
- S _J _J w
PROTECTIVE CASING t-----------,f----+ 0 0.00 GS 736.39 Diameter:
Type:
Interval:
Drilling location had 3.00 BS 733.39 RISER CASING been vacuum Diameter: 0.75 inch excavated to a depth of 7 feet below ground Type: PVC surface s.oo TSC 731 .39 Interval: 2.56 ft ALS to 5 ft BLS 5
GROUT Type : Granular Bentonite Brown micaceous Interval: GS to 3 ft sand SILT; sa rolite SEAL Type :
10 Interval:
Brown micaceous clayey SILT; saprolite FILTERPACK Type : #1 Sand Interval: 3 ft to 20 ft t---- -- - -h-'-,....., 15 SCREEN Diameter: 0.75 inch Type: PVC with Pre-packed Sand Interval : 5 ft to 20 ft Tan micaceous clayey : . : :
SAND .".
~
~ - - - - - - - I - ' - - - - ' + 20 LEGEND ti Boring Terminated at
<.?
ui 20 feet FILTER PACK TOC TOP OF CASING
- . GS GROUND SURFACE en BENTONITE BS BENTONITE SEAL (l_
l?
~ CEMENT GROUT BOC BASE OF OUTER CASING
"' ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN I ------L----L-~--- -L---.....___.....___
~-
_J
.!'. STATIC WATER LEVEL TD CG TOTAL DEPTH
____--,1 CEMENT GROUT l?
Zt - - - - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~
- ! ~~
COMPLETION REPORT OF TEMPORARY WELL No. GP-14 Sheet 1 of 1
>- ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-08-195 Boring Number: GP-14 Sample No: 4 Depth (ft-bis): 16.0 - 20.0
- Page I of I
Sheet 1 of 1 LOG OF BORING NO. GP-15 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: 5/1/08 DATUM : MSL DRILLING CONTRACTOR: S&ME WEATHER: Sunny DRILLER: A. Jennings LOGGED BY: S.Dacus DRILLING METHOD: Direct-Push SAMPLING METHOD: Macro-Core Cl:'. This log is part of the report prepared for the named project and should be UJ ell 5 5 read together with that report for complete interpretation. This summary
- i! UJ~
"" ll.J>- wo Ea. z 5 U...J applies only at the location of this boring and at the time of drilling .
- > ...Jll.J ...Jll:'. :::> .E 0 aCl:'. 0 CJ) -o ICC Subsurface conditions may differ at other locations and may change at this z a..u a..UJ ...J-
<( -9' 1==
I u UJ ::i!Z ::i!> r/) I- CJ) ~::i! location with the passage of time. The data presented is a simplification of
~
>3: <( a.. :::>
...J <(~ <( 0 ~ Cl:'.>- actual conditions encountered .
a..
- i!
C/)0
<(
CJJu UJ ze 'O 0 0
UJ
...J UJ 0
(.9CJJ
<( Cl:'. UJ CJ)
DESCRIPTION REMARKS 736.28 0
~
Drilling location had been vacuum excavated to a depth of 8 feet below ground surface 731 .28 5
- 4 2.3 726.28 10 Brown micaceous silty SAND; saprolite
~
4 4
~ Brown silty sandy CLAY; saprolite 721 .28 15
~
~
~
4 4 Tan micaceous silty sandy CLAY 716 .28 20 Boring Terminated at 20 feet
~
~
ti
(:)
w (J)
~
(:)
- ii
~ NOTES:
~
(:)
g
~
(:)
z LOG OF BORING GP-15 a:0 CD zw Sheet 1 of 1 ENVIRONMENTAL SERVICES
COMPLETION REPORT OF TEMPORARY WELL 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 LATITUDE: 34°4 7'38 .10" DRILLING CONTRACTOR: S&ME LONGITUDE: 82°53'41.85" DRILLING METHOD: Direct-Push TOP OF CASING ELEVATION : 738.66 DATE COMPLETED: 5/1/08 DATUM : MSL LOGGED BY: s. Dacus STRATA z WELL I 0 0
-' 1- ~ z i== ~
0 w <{ .
(II I
1-~ DETAILS [b~ (.'.) >~ WELL CONSTRUCTION DETAILS DESCRIPTION ~ w w
>- [b~ 0 Cl) 0 w PROTECTIVE CASING 0.00 GS 736.28 Diameter:
0 Type:
Interval :
3.00 BS 733.28 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 731.28 Interval 2.38 ft ALS to 5 ft BLS surface 5 GROUT Type : Granular Bentonite Interval: GS to 3 ft
- -:* SEAL Type:
Brown micaceous si lty . * *_. 10 SAND; saprolite Interval :
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
~-------~+
iii 6
CJ w
Boring Terminated at 20 feet 20 LEGEND FILTER PACK TOG TOP OF CASING
- ,; GS GROUND SURFACE en BENTONITE BS BENTONITE SEAL a.
CJ
~ CEMENT GROUT BOC BASE OF OUTER CASING
.,; TSC TOP OF SCREEN 0) cc ~ CUTTINGS/ BACKFILL BSC BOTTOM OF SCREEN 0 TD TOTAL DEPTH
- g ~ STATIC WATER LEVEL CG CEMENT GROUT
-'I - - - -- - - - - - '----'-- --'--- - - - - - ' ' -- -'--- - ' - - - - - ' -- - - - - - - - - - - - - - -- ----~
~
CJ Z t - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --t
- ! ~
COMPLETION REPORT OF TEMPORARY WELL No. GP-15 Sheet 1 of 1
~ ENVIRONMENTAL SERVICES
MACRO-CORE SOIL SAMPLE PICTURES Oconee Nuclear Station - Groundwater Protection Project
- S&ME Project No: 1264-08-195 Boring Number: GP-15 Sample No: 3 Depth {ft-bis): 16.0 - 20.0
- Page I of I
APPENDIX F
NON-HAZARDOUS WASTE MANIFEST Please prinl or type (Form designed for use on elite (12 pild1) typewriter)
- 2. Page 1 NON-HAZARDOUS 1. Generator's US EPA ID No.
WASTE MANIFEST of
- 3. Generator's Name and Malling Address f:i1tl l-; r\.d IS~
- 4. Generator's Phone (
A. Slate Transporter's ID B. Transporter 1 Phone
- 8. US EPA ID Number C. State Transporter's ID D. Transporter 2 Phone ddress 10. US EPA ID Number E. State Facility's ID F. Facility's Phone (o 'J. 1
- 13. 14.
Total Unit Quantity WtNol.
aue/
G b.
E N
Ei--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --+-----1---- - - - --1-----1 R C.
A T
0 1d. - - - - - - - - - - - - - - - -- - - - - - - - - - - - - --1-----.1-----1--------------1 R
w 1-0 C
a:
~
G. Additional Descriptions for Mate rials Listed Above
- 15. Special Handling Instructions and Additional Information H. Handling Codes for Wastes Listed Above
<i:
- c I z
0
- z
- 16. GENERATOR'S CERTIFICATION: I hereby ce rtify that Iha contents ol this shipme nt are fully and accurately described and are In all respects In proper condition for transport. The materials described on this manifest are not subject to federal hazardous waste regulations.
Date Month Day Year J 3o ::ff~
Date Month Day Year Printwv:ed \J~\a: I, h . ._ ,, v O\. ll-<e I 30 ~
- 18. Transporter 2 Acknowledgement of Receipt ol Materials Date Prinled/Typeci Name Signature Month Day Year
- 19. Discrepancy Indication Space F
\
NORTH CAROLINA 4350 GOLF ACRES DRIVE CHARLOTTE, NC 28208-5861 BILL TO: S~-ME CONTRACT fl': it28000321 155 TRADD STREET DATE PRINTED: 01/31/2008 SPAR TANBURG SC 2930 1 SI TE:
. DIVISION: 028 SM: 32;1+89
- SHI P TO: S&ME .,.: --* , .*. <'
PO# ~
OCONEE NUCLEAR PLANT CUSTOMER: 2804 45 J HWY, 13.!Zl ,
- t * .,.SENECA** SC ---~9f, 7.8 TEL : 864-574-2360 TE.RMS.:.. .....
....~STOMER PIC KU P PAGE: l IC l.
RETURl-1 DATE:
DATE OFF RENT:
CYCLE BILLING
- ,.1
. '7>ROD.UCT ,# D:ESCR !PT I ON QTY OUT SEC~ RETURN SOLD MISSING
- ';~ .. ,
,,;- - ' -~- -~, ...... . **.*~-. ~ .-- -~.:- '.,.-**
. :~ '
-~~
- --*-*-*-- -*-- *-*-*". --**~
I
.. ,: 21§i5~ \~6f-FfLTE R 25 YD L00 . QHZl ~ \
7210B'+ **'eR'T'E: VALVE BR 3 i~0046 40121:-F DX MflLE ADAPT MNPT 1t 4.
1.. 00 003
- i. :00 004 322~38 400~B DIX FEM COUP MNPT 4
- 1. 00 tZl!Zl 5
. f ,\\,._;, '\ K,
_j#/-, Ti-I c St Q~Ei;i:1Rl:1/TJ;i.;qiJ3ilJYER as context reqi./ires)_, sh~II be deemed to at cept *. . * .
. !effrfs, cBnclitil>n!i"an'd*pfo~sfoAS--Mi.lOLUf)GA...QXfJCU!iQr:Ull-this..agreamGAt;---~'-;...,. ____ __,., -
- i,DY"' e
- ,
,,_ ___.J_rl*+-,{'-------
ordering; *or delivery of equipment to customer, wnichever comes first. *, : J9r,;~- ,?,7}d'Y~
S) NAfO~RE-"----- "'-'-'-"__,_"-=- T=IT,,.,
LE=-. - -- --=D-,,:AT=E- -
THIS IS AN AGREEMENT, READ BOTH SIDES BEFORE SIGNING .
BRANCH AIR
.)
APPENDIX G
a Duke Radiological Data for Job: 08-JAN-0002 r,EnergySM 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 ALPHAH20_P GROSS ALPHA WATER ANALYSIS (PICOCURIES)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level ALPHA 3.160E-01 1.940E-01 0.627 No limits specified BETAH20 GROSS BETA WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level BETA < 1.49E-01 1.25 No limits specified GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.525E+00 0.000E+00 3.525 No limits specified COSS < 4 .688E+00 0.000E+00 4.688 No limits specified FE59 < 9.614E+00 0.000E+00 9.614 No lim its specified CO60 < 5.045E+00 0.000E+00 5.045 No limits specified ZN65 < 7.779E+00 0.000E+00 7.779 No limits specified NB95 < 4 .846E+00 0.000E+00 4.846 No limits specified ZR95 < 7.244E+00 0.000E+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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting 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 (OR P)(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 ALPHAH20_P GROSS ALPHA WATER ANALYSIS (PICOCURIES)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level ALPHA 5.260E-01 2.200E-01 0.648 No limits specified
- PAGE 1 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0002 r,Energys. 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 BETAH20 GROSS BETA WATE R ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12ortin g Level BETA 1.280E+00 3.990E-01 1.25 No limits specified GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12orting Level MN54 < 5.470E+00 0.000E+00 5.470 No limits specified COSS < 5.434E+00 0.000E+00 5.434 No limits specified FE59 < 9.048E+00 0.000E+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 0.000E+00 9.209 No limits specified BE7 < 3.858E+01 0.000E+00 38 .58 No limits specified K40 7.126E+01 1.940E+01 37 .84 No limits specified H3GW TRITIUM ANALYSI S OF GROUND WATER Units: pCi/liter Activity - Error Calcu lated MDA Re12orting Level H3 < -6.43E+01 188 No limits specified Field Paramete rs 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 : OCON EE Sample # : 28000020 Location : MW-RP03 Collection Date: 1/9/2008 10:25:00 Type: BURIAL WELL ONS TUBE BURIAL/ MW-RP03 ALPHAH20_P GROSS ALPHA WATER ANALYSIS (PICOCURIES)
Units: pCi/liter Activity - Error Calculated MDA Re12orting Level ALPHA 3.240E-01 2.000E-01 0.648 No limits specified BETAH20 GROSS BETA WATER ANALYSIS Units: pCi/liter Activity - Error Calcu lated MDA Re12orting Leve l BETA 7 .380E-01 3.860E-01 1.25 No limits specified
- PAGE 2 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0002 r#EnergySM Report Generated : 2/4/2008 11:23:32
- Station : OCONEE Sample # : 28000020 Locati on : MW-RP03 Collection Date: 1/9/2008 10:25:00 Type : BURIAL WE LL ONS TUBE BURIAL / MW-RP03 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calcu lated MDA Reporting Level MN54 < 4.990E+00 0.000E+00 4.990 No limits specified COSS < 7.369E+00 0.000E+00 7.369 No limits specified FE59 < 1.292E+01 0.000E+00 12.92 No limits specified CO60 < 5.851 E+00 0.000E+00 5.851 No lim its specified ZN65 < 9.463E+00 0.000E+00 9.463 No limits specified NB95 < 7 .245E+00 0.000E+00 7.245 No limits spec ified 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 0.000E+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 Units: pCi/liter Activity - Error Calculated MDA 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 Oxid ation Reduction Potential (ORP}(mV) 320 Temp Celcius (deg rees 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 PROTECTION PROGRAM / A-1 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.477E+00 0.000E+00 4.477 No lim its specified COSS < 4 .308E+00 0.000E+00 4 .308 No limits specified FE59 < 8.662E+00 0.000E+00 8.662 No limits specified CO60 < 5.106E+00 0.000E+00 5.106 No limits specified ZN65 < 9.882E+00 0.000E+00 9.882 No limits specified NB95 < 5.298E+00 0.000 E+00 5.298 No lim its specified ZR95 < 7.339E+00 0.000E+00 7.339 No limits specified 1131 < 5.329E+00 0.000E+00 5.329 No limits specified CS134 < 4 .850E+00 0.000E+00 4.850 No limits specified CS137 < 4 .133E+00 0.000E+00 4.133 No limits specified BALA 140 < 5.816E+00 0.000 E+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 No limits specified PAGE 3OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0002 r#EnergyS# Report Generated : 2/4/2008 11 :23:32
- Station : OCONEE Sample #: 28000021 Location: A-1 Collection Date: 1/9/2008 08:15:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-1 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2.120E+03 7 .696E+01 159 No limits specified Field Parameters Elevation (ft (ms!)) 793.44 Spec. Cond . (field) micromhos/cm 181 pH (field) SU 6.51 Oxidation Reduction Potential (ORP)(mV) NIA 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: 1/8/2008 11 :30:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM/ A-2 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.816E+00 0.000E+00 3.816 No limits specified COSS < 4 .121E+00 0.000E+00 4.121 No limits specified FE59 < 7.906E+00 0.000E+00 7.906 No limits specifi ed CO60 < 4.685E+00 0.000E+00 4 .685 No limits specified ZN65 < 8.915E+00 0.000E+00 8.915 No limits specified NB95 < 4.670E+00 0.000E+00 4.670 No limits specified ZR95 < 7 .030E+00 0.000E+00 7.030 No limits specified 1131 < 4 .336E+00 0.000E+00 4.336 No limits specified CS134 < 3.833E+00 0.000E+00 3.833 No limits specified CS137 < 3.737E+00 0.000E+00 3.737 No limits specified BALA140 < 5.396E+00 0.000E+00 5.396 No limits specified BE7 < 3.168E+01 0.000E+00 31 .68 No limits specified K40 < 5.260E+01 0.000E+00 52 .60 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Dulce Radiological Data for Job: 08-JAN-0002 r,EnergySM . Heport Generated : 2/4/2008 11 :23:32
- Station : OCONE E Sample # : 28000023 Location: A-8 Collection Date: 1/9/2008 09:45 :00 Type : CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-8 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activit:t - Error Calculated MDA ReQorti ng Level MN54 < 3.725E+00 0.000E+00 3.725 No limits specified CO58 < 3.280E+00 0.000E+00 3.280 No limits specified FE59 < 7 .750E+00 0.000E+00 7.750 No limits specified CO60 < 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 0.000E+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 BE? < 3.182E+01 0.000E+00 31 .82 No limits specified K40 < 6.517E+01 0.000E+00 65 .17 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activit:t - Error Calculated MDA ReQorting 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 (mg/L) N/A Station : OCON EE Sample#: 28000024 Location : A-9 Collection Date: 1/7/2008 13:45:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-9 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activit:t - Error Calculated MDA ReQorting Level MN54 < 3.854E+00 0.000 E+00 3.854 No limits specified CO58 < 4 .595E+00 0.000E+00 4.595 No limits specified FE59 < 8.939E+00 0.000E+00 8.939 No limits specified CO60 < 5.085E+00 0.000E+00 5.085 No limits specified ZN65 < 9.834E+00 0.000E+00 9.834 No limits specified NB95 < 4 .475E+00 0.000E+00 4.475 No limits specified ZR95 < 7 .665E+00 0.000E+00 7.665 No limits specified 1131 < 6 .608E+00 0.000E+00 6.608 No limits specified CS134 < 3.804E+00 0.000E+00 3.804 No limits specified CS137 < 4 .098E+00 0.000E+00 4.098 No limits specified BALA140 < 6.959E+00 0.000E+00 6.959 No limits specifie d BE? < 3.767E+01 0.000E+00 37 .67 No limits specified K40 6.147E+01 2.431 E+01 48 .99 No limits specified PAG E 5 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 08-JAN-0002 r-EnergySM 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 Activity - Error Calculated MDA Reporting Level H3 2.740E+03 8.350E+01 159 No limits spec~ied Field Parameters Elevation (ft (ms\)) 792 .82 Spec. Cond . (field) micromhos/cm 361 .1 pH (field) SU 5.98 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (deg rees 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 GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .669E+00 0.000E+00 4 .669 No limits specified CO58 < 4.642E+00 0.000E+00 4 .642 No limits specified FE59 < 9.570E+00 0.000E+00 9.570 No limits specified CO60 < 4 .931E+00 0.000E+00 4.931 No limits specified ZN65 < 9.864E+00 0.000E+00 9.864 No limits specified NB95 < 6.545E+00 0.000E+00 6.545 No limits specified ZR95 < 8.027E+00 0.000E+00 8.027 No limits specrried 1131 < 5.615E+00 0.000E+00 5.615 No limits specified CS134 .< 5.160E+00 0.000E+00 5.160 No limits specified CS137 < 4 .803E+00 0.000E+00 4.803 No limits specified BALA140 < 6 .839E+00 0.000E+00 6.839 No limits specified BE7 < 3.905E+01 0.000E+00 39 .05 No limits spec~ied K40 7.125E+01 3.093E+01 57 .07 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 5.340E+02 5.630E+01 157 No limits specified Field Parameters Elevation (ft (ms \)) 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 Turbid ity (field) NTU 1.83 Dissolved Oxygen (mg/L) N/A
- PAGE 6 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r4'EnergySM Report Generated: 2/4/2008 11 :23:32
- Station: OCONEE Sample #: 28000026 Location: A-11 Collection Date: 1/9/2008 12:50:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM/ A-11 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 5.014E+00 0.000E+00 5.014 No limits specified COSS < 4 .342E+00 0.000E+00 4.342 No limits specffied FE59 < 8.623E+00 0.000E+00 8.623 No limits specified CO60 < 5.072E+00 0.000E+00 5.072 No limits specified ZN65 < 9.983E+00 0.000E +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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2 .780E+02 5.270E+01 158 No limits specified Field Parameters Elevation (ft (ms!)) 695.48 Spec. Cond. (field) micromhos/cm 47 pH (field) SU 5.51 Oxidation Reduction Potential (ORP)(mV) N/A Temp Celcius (degrees C) 17.51 Turbidity (field) NTU 2.42 Dissolved Oxygen (mg /L) N/A 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.666E+00 0.000E+00 3.666 No limits specified COSS < 3.868E+00 0.000E+00 3.868 No limits specified FE59 < 7.759E+00 0.000E+00 7.759 No limits specified CO60 < 3.549E+00 0.000E+00 3.549 No limits specffied ZN65 < 7 .933E+00 0.000E+00 7.933 No limits specffied NB95 < 5.019E+00 0.000E+00 5.019 No limits specified ZR95 < 6.244E+00 0.000E+00 6.244 No limits specffied 1131 < 4 .329E+00 0.000E+00 4.329 No limits specified CS134 < 3.519E+00 0.000E+00 3.519 No limits specified CS137 < 3.675E+00 0.000E+00 3.675 No limits specified BALA140 < 5.118E+00 0.000E+00 5.118 No limits specffied BE7 < 3.157E+01 0.000E+00 31 .57 No limits specified K40 1.357E+02 2.5 02E+01 39.48 No limits specified PAGE 70F 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r,Energys- 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 Activity - Error Calculated MDA Reporting Level 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 (deg rees C) 16.34 Turbidity (field) NTU 4 .1 Dissolved Oxygen (mg/L) 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/l iter Activity - Error Calculated MDA Reporting Level MN54 < 3.478E+00 0.000E+00 3.478 No limits specified CO58 < 4.205E+00 0.000E+00 4.205 No limits specified FE59 < 7 .276E+00 0.000E+00 7.276 No limits specified CO60 < 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 0.000E+00 4.810 No lim its 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 0.000E+00 3.887 No limits specified CS137 < 3.631E+00 0.000E+00 3.631 No limits specified BALA140 < 5.005E+00 0.000E+00 5.005 No limits specified BE7 < 3.845E+01 0.000E+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 Activity - Error Calculated MDA Reporting Level H3 1.4 10E+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 (fiel d) NTU 60 .8 Dissolved Oxygen (mg/L) NIA
- PAGE 8 OF 11 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 08-JAN-0002 r,EnergySM 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12orting Level MN54 < 4 .618E +00 0.000E+00 4.618 No limits specified COSS < 5.104E+00 0.000E+00 5.104 No limits specified FE59 < 9.456E+00 0.000E+00 9.456 No lim its specified CO60 < 5.073E+00 0.000 E+00 5.073 No limits specified ZN65 < 9 .668E+00 0.000E+00 9.668 No limits specified NB95 < 6 .662E+00 0.000 E+00 6.662 No limits specified Z R95 < 7 .580E+00 0.000E+00 7.580 No lim its specified 11 31 < 6.768E+00 0.000 E+00 6.768 No limits specifi ed CS134 < 5.21 2E+00 0.000E+00 5.2 12 No limits specified CS137 < 4 .928E+00 0.000E+00 4.928 No lim its specified BALA1 40 < 7 .37 0E+00 0.000E+00 7.370 No limits specified BE7 < 4 .471 E+01 0.000E+00 44 .71 No limits specified K40 1.200E+02 2.840 E+0 1 48 .52 No limits specifi ed H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Ca lculated MDA Re12orting Level H3 1.540E+03 6.970E+01 157 No limits specified Field Parameters Elevation (ft (msl)) 785 .05 Spec. Cond . (fi eld) micro mhos/cm 198.9 pH (field) S U 6.29 Oxidation Re duction Pote ntial (ORP)(mV) N/A Temp Celci us (deg rees 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 ANALYSIS Units: pCi/liter Activity - Error Ca lculated MDA Re12orting Level MN54 < 4.919 E+00 0.000E+00 4.919 No limits specified COSS < 5.53 1E+00 0.000E+00 5.531 No lim its specified FE59 < 8.818E+00 0.000E+00 8.818 No lim its specified CO60 < 6 .311E+00 0.000E+00 6.311 No limits specified Z N65 < 9.5 13E+00 0.000 E+00 9.5 13 No limits specified NB95 < 5.521E+00 0.000E+00 5.52 1 No limits specified Z R95 < 8.248E+00 0.000E+00 8.248 No lim its specified 1131 < 6.556 E+00 0.000E+00 6.556 No limits specified CS134 < 5.350E+00 0.000E+00 5.350 No limits specified CS137 < 5.135E+00 0.000E+00 5.135 No limits specified BALA140 < 7 .531E+00 0.000E+00 7.531 No limits specified BE7 < 3.706E+0 1 0.000E +00 37 .06 No limits specified K4 0 6 .562E+01 3.612E +01 64 .77 No limits specified PAGE 9 OF 11 EnRad Laboratories @ Duke Energy GWJOB 13339 Hage rs Ferry Road Huntersville , NC 28078-7929
a Dulce r, EnergySM Radiological Data for Job: 08-JAN-0002 Report Generated: 2/4/2008 11 :23:32
- Station: OCONEE Sample #: 28000030 Location: A-1 7 Collection Date: 1/8/2008 13:50:00 Type: CTP GWATE R CNS GROUND WATER PROTECTION PROGRAM/ A-17 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 Temp Celcius (degrees C) 20 .85 Tu rbidity (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 CNS GROUND WATER PROTECTION PROGRAM/ A-18 GAMMAGW GAMMA GROUND WATER ANALYSI S Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.283E+00 0.000E+00 4.283 No limits specified CO58 < 3.918E+00 0.000E+00 3.918 No limits specified FE59 < 9.595E+00 0.000E+00 9.595 No limits specified CO60 < 5.824E+00 0.000E+00 5.824 No limits specified
- ZN65 NB95 ZR95 1131 CS134 CS137
< 9.980E+00
< 5.261E+00
< 9.046E+00
< 5.752E+00
< 4 .232E+00
< 4 .912E+00 0.000E +00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9.980 5.261 9.046 5.752 4 .232 4.912 No limits specified No limits specified No lim its specified No limits specified No limits specified 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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 CJ 2 1 Tu rbidity (field) NTU 9.75 Dissolved Oxygen (mg/L) N/A
- PAGE 10 OF 11 GWJOB EnRad La boratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0002 r,EnergySM 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 CNS GROUND WATER PROTECTION PROGRAM/ BG-4 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.035E+00 0.000E+00 4.035 No limits specified CO58 < 4.425E+00 0.000E+00 4.425 No limits specified FE59 < 7 .712E+00 0.000E+00 7.712 No limits specified CO60 < 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 0.000E+00 4.857 No limits specified ZR95 < 7.138E+00 0.000E+00 7.138 No limits specified 1131 < 5.114E+00 0.000E+00 5.114 No limits specified CS134 < 4.301E+00 0.000E+00 4 .301 No limits specified CS137 < 4 .022E+00 0.000E+00 4.022 No limits specified BALA140 < 5.374E+00 0.000E+00 5.374 No limits specified BE7 < 3.614E+01 0.000E+00 36 .14 No limits specified K40 5.351E+01 2.898E+01 45 .08 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 (deg rees C) 16.26 Turbidity (field) NTU 2.5 Dissolved Oxygen (mg/L) 9.4
- PAGE 11 OF 11 GWJO B EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Dulce Radiological Data for Job: 0B-JAN-0002 rt1Energys- 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitl'.'. - Error Ca lculated MDA Reporting Level MN54 < 4 .804E+00 0 .000E+00 4.804 Less than 1000 COSS < 4 .244E+00 0 .000E+00 4 .244 Less than 1000 FE59 < 9 .065E+00 0 .000E+00 9.065 Less than 400 .0 CO60 < 5 .120E+00 0 .000E+00 5.120 Less than 300 .0 ZN65 < 9 .043E+00 0 .000E+00 9.043 Less than 300 .0 NB95 < 4 .677E+00 0 .000E+00 4 .677 Less than 400 .0 ZR95 < 7.411E+00 0 .000E+00 7.41 1 Less than 400.0 1131 < 5.403E+00 0.000E+00 5.403 Less than 2.000 CS134 < 4 .393E+00 0.000E+00 4 .393 Less than 30.00 CS137 < 4 .356E+00 0 .000E+00 4 .356 Less than 50 .00 BALA140 < 6 .208E+00 0 .000E+00 6 .208 Less than 200 .0 BE7 < 3 .690E+01 0 .000E+00 36 .90 No limits specified K40 < 6 .124E+01 0.000E+00 61 .24 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Reporting Level Activitl'.'. - Error Ca lculated MDA H3 8 .860E+02 6 .140E+01 157 Lessthan 20000 Field Parameters Elevation (ft (msl)) 793 .11 Spec. Cond . (field) micromhos/cm 114 pH (field) SU 6 .23 Oxidation Reduction Potential (OR P)(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/ GM-2R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitl'.'. - Error Calculated MDA Reporting Level MN54 < 4 .071E+00 0 .000E+00 4 .071 Less than 1000 COSS < 4 .309E+00 0 .000E+00 4 .309 Less than 1000 FE59 < 8 .630E+00 0 .000E+00 8 .630 Less than 400 .0 CO60 < 4 .607E+00 0 .000E+00 4 .607 Less than 300 .0 ZN65 < 9.159E+00 0 .000E+00 9.159 Less than 300 .0 NB95 < 6.432E+00 0.000E+00 6.432 Less than 400 .0 ZR95 < 7 .655E+00 0.000E+00 7 .655 Less than 400.0 11 31 < 6 .11 2E +00 0 .000E+00 6 .112 Less than 2 .000 CS134 < 4.403E+00 0 .000E+00 4.403 Less than 30 .00 CS137 < 3 .913E+00 0 .000E+00 3.913 Less than 50 .00 BALA140 < 6 .830E+00 0 .000E+00 6.830 Less than 200 .0 BE7 < 3.710E+01 0 .000E+00 37 .10 No limits specified K40 B.840E+01 2 .503E+01 45 .04 No limits specified PAGE 1 OF 18 EnRad Laborato ries @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r11EnergySM 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 WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2.620E+03 8.130E+01 155 Less than 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR89 < 8.77E-01 No limits specified SR90 < 1.44E+00 No limits specified Field Parameters Elevation (ft (ms\)) 768 .61 Spec. Cond. (field) micromhos/cm 328.6 pH (field ) SU 5.79 Oxidation Reduction Potential (O RP)(mV) 407 Temp Celcius (deg rees C) 19.38 Turbidity (field) NTU 14.7 Dissolved Oxygen (mg/L) 6.97 Station: OCONEE Sample #: 28000035 Location: GM-2DR Collection Date: 1/7/200813:35:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-2DR GAMMAGW GAMMA GROUND WATER ANALYSIS
- Units: pCi/liter MN54 COSS FE59 COBO ZN65 Activity
< 4.004E+00
< 4 .007E+00
< 7 .959E+00
< 4 .341E+00
< 8.961E+00
- Error 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Calculated MDA 4.004 4.007 7.959 4,341 8.961 Reporting Level Less than Less than Less than Less than Less than 1000 1000 400.0 300 .0 300 .0 NB95 < 6.158E+00 0.000E+00 6.158 Less than 400.0 ZR95 < 6 .797E+00 0.000E+00 6.797 Less than 400.0 113 1 < 5.872E+00 0.000E+00 5.872 Less than 2.000 CS134 < 3.973E+00 0.000E+00 3.973 Less than 30 .00 CS137 < 3.662E+00 0.000E+00 3.662 Less than 50 .00 BALA140 < 6.815E+00 0.000E+00 6.815 Less than 200 ,0 BE? < 3.540E+01 0.000E+00 35.40 No limits specified K40 1.102E+02 2.665E+01 44.17 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 6 .200E+02 5.750E+01 156 Less than 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR89 < 1.15E+00 No limits specified
- PAGE 2 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Dulce Radiological Data for Job: 0B-JAN-0002 rt1 EnergySM 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 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR 90 < 1.04E+00 No limits specified Field Parameters Elevation (ft (ms!)) 759 .33 Spec. Cond . (field) micromhos/cm 271 .7 pH (field) SU 6.43 Oxidation Reduction Potential (OR P)(mV) 313 Temp Celcius (deg rees 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 UNAVAIL UNAVAILABLE SAMPLE (NO TESTS PERFORMED)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level NO SAMP LE Field Parameters Elevation (ft (msl)) NA Spec. Cond . (field) micromhos/cm NA pH (field) SU NA Oxidation Reduction Potential (OR P)(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 / GM-3R UNAVAIL UNAVAILABLE SAMPLE (NO TESTS PERFORMED)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level NO SAM PLE 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 Turb idity (field) NTU NA Dissolved Oxygen (mg/L) NA
- PAGE 3 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 0B-JAN-0002 r4' EnergySM 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 UNAVAIL UNAVAILABLE SAMPLE (NO TESTS PERFORMED)
Units: pCi/liter Calculated MDA Reporting Level Activity - Error NO SAM PLE 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: 1/8/2008 08:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-4 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .310E+00 0.000E+00 4.310 Less than 1000 CO58 < 4 .302E+00 0.000E+00 4.302 Less than 1000 FE59 < 8.395E+00 0.000E+00 8.395 Less than 400.0 CO60 < 5.554E+00 0.000E+00 5.554 Less than 300.0
- ZN65 NB95 ZR95 1131 CS134 CS137
< 9.149E+00
< 5.735E +00
< 8.153E+00
< 5.872E+00
< 4.869E+00
< 4 .918E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9.149 5.735 8.153 5.872 4.869 4.918 Less than Less than Less than Less than Less th an Less than 300 .0 400.0 400 .0 2.000 30.00 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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 4 .260E+02 5.450E+01 156 Less than 20000 Field Parameters Elevation (fl (msl)) 786.47 Spec. Cond . (field) micromhosl cm 27 pH (fi eld) SU 5.01 Oxidation Reduction Potential (OR P)(mV) 398 Temp Celcius (deg rees C) 20 .39 Turbidity (field) NTU 331 Dissolved Oxygen (mg/L) 4
- PAGE 4 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r,EnergySM Report Generated : 2/4/2008 10:01:35
- Station: OCONEE Sample #: 28000040 Location: GM-S Collection Date: 1/7/2008 1S:40:00 Type : GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-S GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re[1orting Level MN 54 < 3.120E+00 0.000E+00 3.120 Less t han 1000 COSS < 3.432E+00 0.000E+00 3.432 Less than 1000 FE59 < 7 .070E+00 0.000E+00 7.070 Less than 400.0 CO60 < 4 .734E+00 0.000E+00 4.734 Less than 300.0 ZN65 < 7 .649E+00 0.000E+00 7.649 Less than 300.0 NB95 < 4 .311E+00 0.000E+00 4.311 Less than 400.0 ZR95 < 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 0.000E+00 6.556 Less than 200.0 BE7 < 3.482E+01 0.000E+00 34 .82 No limits specified K40 1.094E+02 2.364E+0 1 43 .84 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Re[1orting Level H3 < 1.03E+02 156 Lessthan 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-SR Collection Date: 1/7/2008 16:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-SR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re[1orting Level MN54 < 4 .388E+00 0.000E+00 4.388 Less than 1000 COSS < 4 .672E+00 0.000E+00 4.672 Less than 1000 FE59 < 9.084E+00 0.000E+00 9.084 Less than 400 .0 CO60 < 4 .823E+00 0.000E+00 4.823 Less than 300 .0 ZN65 < 9.630E+00 0.000E+00 9.630 Less than 300.0 NB95 < 5.678E+00 0.000E+00 5.678 Less than 400 .0 ZR95 < 8.000E+00 0.000E+00 8.000 Less than 400 .0 1131 < 6 .915E+00 0.000E+00 6.915 Less than 2.000 CS134 < 4.464E+00 0.000E+00 4.464 Less than 30 .00 CS137 < 4 .0BBE+00 0.000E+00 4.088 Less than 50.00 BALA140 < 7 .551E+00 0.000E+00 7.551 Less than 200.0
- PAGE 5 OF 18 GWJOB BE7 K40
< 3.829E+01 6 .796E+01 0.000E+00 2.416E+0 1 38 .29 47 .22 No limits specified No limits specified EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r#Energysa 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/ GM-5R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Reporting Level Calculated MDA H3 < -4 .04E+00 156 Lessthan 20000 Field Parameters Elevation (ft (msl)) 754 .61 Spec. Cond . (field) micromhos/cm 47.1 pH (field) SU 6 .53 Oxidation Reduction Potential (O RP)(mV) 46 Temp Celcius (degrees C) 18.9 Turbidity (fi eld) NTU 42 .9 Dissolved Oxygen (mg/L) 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 2 .697E+00 0.000E+00 2.697 Less than 1000 CO58 < 2.918E+00 0.000 E+00 2.918 Less than 1000 FE59 < 5.125E+00 0.000E+00 5.125 Less th an 400 .0 CO60 < 2.276E+00 0.000E+00 2.276 Less than 300.0 ZN65 < 7.158E+00 0.000E+00 7.158 Less th an 30 0.0 NB95 < 2.999E+00 0.000E+00 2.999 Less than 400.0 ZR95 < 5.735E+00 0.000E+00 5.735 Less th an 400 .0 1131 < 3.485E+00 0.000E+00 3.485 Less th an 2.000 CS134 < 2 .999E+00 0.000E+00 2.999 Less than 30 .00 CS137 < 2.316E+00 0.000E+00 2.316 Less than 50 .00 BALA140 < 4 .763E+00 0.000E+00 4.763 Less th an 200 .0 BE? < 2.223E+01 0.000E+00 22 .23 No limits specified K40 6.177E+01 1.430E+01 33 .23 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 0.00E+00 156 Less than 20 000 Field Parameters Elevation (ft (msl)) 728.2 Spec. Cond . (field) micromhos/cm 27 .2 pH (field) SU 5.24 Oxidation Reduction Potential (OR P)(mV) 434 Temp Celcius (degrees C) 18.29 Turbidity (field ) NTU 189 Dissolve d Oxygen (mg/L) 4.53
- PAGE 60F 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 2807 8-7929
A Duke Radiological Data for Job: 0B-JAN-0002 rt1 EnergySM Report Generated : 2/4/2008 10:01 :35
- Station: OCONEE Sample #: 28000043 Location: GM-SR Collection Date: 1/8/2008 12:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-SR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitl'. - Error Calculated MDA Re12orting Level MN54 < 4 .093E+00 0.000E+00 4 .093 Less than 1000 CO58 < 4 .245E+00 0 .000E+00 4 .245 Less than 1000 FE59 < 8 .844E+00 0 .000E+00 8 .844 Less than 400 .0 CO60 < 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 Less than 200 .0 BE? < 3 .597E+01 0 .000E+00 35 .97 No limits specified K40 7 .065E+01 2.422E+01 46 .97 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitl'. - Error Calculated MDA Re12orting Level 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 (deg rees 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitl'. - Error Ca lculated MDA Re12orting Level MN54 < 4 .327E+00 0 .000E+00 4 .327 Less than 1000 CO58 < 4 .798E+00 0 .000E+00 4 .798 Less than 1000 FE59 < 8 .916E+00 0 .000E+00 8.916 Less than 400 .0 CO60 < 4 .716E+00 0 .000E+00 4 .716 Less than 300.0 ZN65 < 9 .934E+00 0.000E+00 9.934 Less than 300 .0 NB95 < 5.981E+00 0 .000E+00 5.981 Less than 400 .0 ZR95 < 8 .051E+00 0 .000E+00 8 .051 Less than 400 .0 1131 < 7 .305E+00 0 .000E+00 7 .305 Less than 2 .000 CS134 < 4 .565E+00 0.000E+00 4.565 Less than 30 .00 CS137 < 5 .226E+00 0.000E+00 5.226 Less than 50 .00 BALA140 < 6 .067E+00 0 .000E+00 6.067 Less than 200.0 BE? < 3.468E+01 0.000E+00 34 .68 No limits specified K40 < 7 .615E+01 0.000E+00 76 .15 No limits specified PAGE 7 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r, EnergySM Report *Generated : 2/4/2008 10:01 :35
- 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units : pCi/liter Activity - Error Calculated MDA Reporting Level H3 1.980E+04 1.930E+02 168 Lessthan 20000 Field Parameters Elevation (ft (msl)) 728 .11 Spec . Cond. (field) micromhos/cm 55 pH (field) SU 4 .72 Oxidation Reduction Potential (O RP)(mV) 516 Temp Celcius (deg rees 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 GAMMAGW GAMMA GROUND WATER ANALYS IS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.233E+00 0.000E+00 3.233 Less than 1000 COSS < 3.976E+00 0.000E+00 3.976 Less th an 1000 FE59 < 6.382E+00 0.000E +00 6.382 Less than 400 .0 CO60 < 3.868E+00 0.000E+00 3.868 Less than 300 .0 ZN65 < 8.774E+00 0.000E+00 8.774 Less th an 300.0 NB95 < 4 .320E+00 0.000E+00 4 .320 Less than 400.0 ZR95 < 5.9 12E+00 0.000E+00 5.912 Less th an 400.0 1131 < 5.080E+00 0.000E+00 5.080 Less th an 2.000 CS134 < 3.620E+00 0.000E+00 3.620 Less than 30 .00 CS137 < 3.556E+00 0.000E+00 3.556 Less th an 50 .00 BALA140 < 5.694E+00 0.000E+00 5.694 Less th an 20 0.0 BE? < 3.0 94E+0 1 0.000E+00 30 .94 No limits specified K40 5.445E+0 1 2.352E+01 40 .91 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Reporting Level Calculated MDA H3 2 .670E+03 8.590E+0 1 170 Less th an 20000 Field Parameters Elevation (ft (msl)) 727 .58 Spec. Cond . (fi eld) micromhos/cm 198.6 pH (field) SU 5.8 1 Oxidation Reduction Potential (OR P)( mV) 220 Temp Celcius (degrees C) 17.7 Tu rbid ity (field) NTU 44 .6 Dissolved Oxygen (mg/L) 6.74
- PAG E 8 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0002 r#EnergySM Report Generated: 2/4/2008 10:01 :35
- Station: OCONEE Sample #: 28000046 Location: GM-8 Collection Date: 1/7/2008 13:45:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-8 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.445E+00 0 .000E+00 3.445 Less than 1000 COSS < 4 .346E+00 0 .000E+00 4 ,346 Less than 1000 FE59 < 7 .241E+00 0.000E+00 7 .241 Less than 400 .0 CO60 < 4 .860E+00 0 .000E+00 4 .860 Less than 300.0 ZN65 < 9 .264E+00 0 .000E+00 9 .264 Less than 300.0 NB95 < 3 .831E+00 0 .000E+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 .000E+00 4 .357 Less than 30 .00 CS137 < 4 .023E+00 0.000E+00 4 .023 Less than 50 .00 BALA140 < 6.454E+00 0 .000E+00 6.454 Less than 200 .0 BE7 < 3 .773E+01 0 .000E+00 37 .73 No limits specified K40 4 .527E+01 2 .398E+01 37 .36 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2 .840E+02 5.590E+01 169 Lessthan 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 (deg rees C) 23 .17 Turbidity (field) NTU 404 Dissolved Oxygen (mg/L) 8.59 Station: OCONEE Sample #: 28000047 Location: GM-SR Collection Date: 1/7/2008 13:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-SR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .636E+00 0.000E+00 4 .636 Less than 1000 COSS < 4 .331E+00 0 .000E+00 4 .331 Less than 1000 FE59 < 7 .516E+00 0.000E+00 7 .516 Less than 400 .0 CO60 < 5.484E+00 0.000E+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 .000E+00 6 .334 Less than 400.0 ZR95 < 8 .630E+00 0 .000E +00 8.630 Less than 400.0 11 31 < 8 .397E+00 0 .000E+00 8.397 Less than 2 .000 CS134 < 4 .687E+00 0.000E+00 4 .687 Less than 30 .00 CS137 < 5.410E+00 0.000E+00 5.410 Less than 50 .00 BALA140 < 8 .856E+00 0 .000E+00 8 .856 Less than 200.0 BE7 < 4 .659E+01 0 .000E+00 46.59 No limits specified K40 1.50 1E+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
a Dulce Radiological Data for Job: 08-JAN-0002 r11 EnergySM Report Generated: 2/4/2008 10:01 :35
- Station: OCONEE Sample #: 28000047 Location: GM-SR Collection Date: 1/7/2008 13:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-SR H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 1.41E+02 169 Lessthan 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 Turbid ity (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 GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 5.376E+00 0.000E+00 5.376 Less than 1000 COSS < 4.884E+00 0.000E+00 4.884 Less than 1000 FE59 < 1.153E+01 0.000E+00 11 .53 Less than 400 .0 CO60 < 5.529E+00 0.000E+00 5.529 Less than 300.0 ZN65 < 9.860E+00 0.000E+00 9.860 Less than 300.0 NB95 < 6.765E+00 0.000E+00 6.765 Less than 400 .0 ZR95 < 6.951E+00 0.000E+00 6.951 Less than 400 .0 11 31 < 9.765E+00 0.000E+00 9.765 Less than 2.000 CS134 < 6.596E+00 0.000E+00 6.596 Less than 30 .00 CS137 < 4 .903E+00 0.000E+00 4 .903 Less than 50 .00 BA LA140 < 9.170E+00 0.000E+00 9.170 Less than 200 .0 BE? < 4.697E+01 0.000E+00 46 .97 No limits specified K40 < 9.567E+01 0.000E+00 95 .67 No limits specified H3GW 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 (OR P)(mV) 341 Temp Celcius (degrees C) 20.77 Turbidity (field) NTU 10.3 Dissolved Oxygen (mg/L) 5.74
- PAGE 10OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r,EnergySM Report Generated: 2/4/2008 10:01 :35
- Station: OCONEE Sample#: 28000049 Location: GM-9R Collection Date: 1/7/2008 15:30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-9R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Regorting Level MN54 < 4 .250E+00 0.000E+00 4.250 Less than 1000 CO58 < 3.604E+00 0.000E+00 3.604 Less than 1000 FE59 < 7 .160E+00 0.000E+00 7.160 Less than 400 .0 CO60 < 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 0.000E+00 5.679 Less than 400 .0 ZR95 < 6 .911E+00 0.000E+00 6.911 Less than 400 .0 1131 < 6.387 E+00 0.000E+00 6.387 Less than 2.000 CS134 < 3.709E+00 0.000E+00 3.709 Less than 30.00 CS 137 < 3.166E+00 0.000E+00 3.166 Less than 50 .00 BALA140 < 7.186E+00 0.000E+00 7.186 Less than 200 .0 BE7 < 4 .281E+01 0.000E+00 42 .81 No limits specified K40 1.175E+02 3.742E+0 1 57.99 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Regorting Level 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 (deg rees C) 20 .65 Turbidity (field) NTU 15.2 Dissolved Oxygen (mg/L) 11 .74 Station: OCONEE Sample #: 28000050 Location: GM-1 O Collection Date: 1/8/2008 14:10:00 Type : GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-10 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Regorting Level MN54 < 5.214E+00 0.000E+00 5.2 14 Less th an 1000 CO58 < 5.124E+00 0.000E+00 5.124 Less than 1000 FE59 < 8.413E+00 0.000E+00 8.413 Less than 400.0 CO60 < 6.184E+00 0.000E+00 6.184 Less than 300.0 ZN65 < 7.899E+00 0.000E+00 7.899 Less than 300 .0 NB95 < 6.822E+00 0.000E+00 6.822 Less than 400 .0 ZR95 < 9.785E+00 0.000E+00 9.785 Less than 400 .0 1131 < 8.213E+00 0.000E+00 8.2 13 Less than 2.000 CS134 < 4.324E+00 0.000E+00 4 .324 Less than 30 .00 CS137 < 5.768E+00 0.000E+00 5.768 Less than 50 .00 BALA14 0 < 6 .211E+00 0.000E+00 6.211 Less than 200.0 BE7 < 4.476E+01 0.000E+00 44 .76 No limits specified K40 < 1.168E+02 0.000E+00 116.8 No limits specified PAGE 11 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r#EnergySM 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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 2.11E+01 169 Lessthan 20000 Field Parameters Elevation (ft (msl)) 729 .69 Spec. Cond . (field) micromhos/cm 15 pH (field) SU 5.07 Oxidation Reduction Potential (OR P)(mV) 455 Temp Celcius (deg rees 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-1 OR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .371E+00 0.000E+00 4.371 Less than 1000 CO58 < 4.242E+00 0.000E+00 4.242 Less than 1000 FE59 < 8.482E+00 0.000E+00 8.482 Less than 400.0 CO60 < 4.352E+00 0.000E+00 4.352 Less than 300 .0 ZN65 < 9.743E+00 0.000E+00 9.743 Less than 300 .0 NB95 < 6 .332E+00 0.000E+00 6.332 Less than 400.0 ZR95 < 7.615E+00 0.000E+00 7.615 Less than 400 .0 11 31 < 6.605E+00 0.000E+00 6.605 Less than 2.000 CS134 < 4 .241E+00 0.000E+00 4.241 Less than 30 .00 CS137 < 4 .360E+00 0.000E+00 4.360 Less than 50 .00 BALA140 < 7.593E+00 0.000E+00 7.593 Less than 200 .0 BE7 < 3.953E+01 0.000E+00 39 .53 No limits specified K40 1.597E+02 2.728E+01 47 .23 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 5.72E+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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0002 r,EnergySM Report Generated : 2/4/2008 10:01:35
- Station: OCONEE Sample#: 28000052 Location: GM-11 Collection Date: 1/9/2008 08:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-11 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12orting Level MN54 < 3.197E+00 0.000E+00 3.197 Less than 1000 CO58 < 3.468E+00 0.000E+00 3.468 Less than 1000 FE59 < 5.101E+00 0.000E+00 5.101 Less than 400 .0 CO60 < 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 0.000E+00 6.119 Less than 400.0 1131 < 4.077E+00 0.000E+00 4.077 Less than 2.000 CS134 < 3.044E+00 0.000E+00 3.044 Less than 30 .00 CS137 < 3.650E+00 0.000E +00 3.650 Less than 50 .00 BALA140 < 4.469E+00 0.000E+00 4.469 Less than 200.0 BE? < 2.689E+01 0.000E+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 Activity - Error Calculated MDA Re12orting 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 (deg ree s C) 18.6 Turbidity (field) NTU 438 Dissolved Oxygen (mg/L) 7.03 Station: OCONEE Sample #: 28000053 Location: GM-11 R Collection Date: 1/9/2008 08:35:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-11R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .293E+00 0.000E+00 4.293 Less than 1000 CO58 < 4.492E+00 0.000E+00 4.492 Less than 1000 FE59 < 7 .786E+00 0.000E+00 7.786 Less than 400 .0 CO60 < 4 .904E+00 0.000E+00 4.904 Less than 300 .0 ZN65 < 9.106E+00 0.000E+00 9.106 Less than 300 .0 NB95 < 6.124E+00 0.000E+00 6.124 Less than 400.0 ZR95 < 6.768E+00 0.000E+00 6.768 Less than 400.0 11 31 < 6 .233E+00 0.000E+00 6.233 Less than 2.000 CS134 < 4 .018E+00 0.000E+00 4.018 Less than 30 .00 CS137 < 4 .341E+00 0.000E+00 4.341 Less than 50 .00 BALA140 < 6 .299E+00 0.000E+00 6.299 Less than 200 .0 BE? < 3.776E+01 0.000E+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
a Dulce Radiological Data for Job: 08-JAN-0002 r11Energys. Report Generated: 2/4/2008 10:01 :35
- Station: OCONEE Sample#: 28000053 Location: GM-11 R Collection Date: 1/9/2008 08:35:00 Type : GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-11 R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 5.74E+01 171 Lessthan 20000 Field Parameters Elevation (ft (msl)) 691 .76 Spec. Cond . (field) micromhos/cm 40 pH (field) SU 5.76 Oxidation Reduction Potential (O RP)(mV) 344 Temp Celcius (deg rees 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN 54 < 3.574E+00 0.000E+00 3.574 Less than 1000 CO58 < 3.645E+00 0.000E+00 3.645 Less than 1000 FE59 < 7.250E+00 0.000E+00 7.250 Less than 400 .0 CO60 < 3.796E+00 0.000E+00 3.796 Less than 300 .0
- ZN65 NB95 ZR95 1131 CS134 CS137
< 7.986E+00
< 4 .378E+00
< 6 .287E+00
< 5.601E+00
< 3.697E+00
< 3.483E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 7.986 4.378 6.287 5.60 1 3.697 3.483 Less than Less than Less than Less than Less than Less than 300 .0 400.0 400.0 2.000 30 .00 50 .00 BALA140 < 6.107E+00 0.000E+00 6.107 Less than 200 .0 BE7 < 3.152E+01 0.000E+00 31 .52 No limits specified K40 5.798E+0 1 2.160E+01 37 .19 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -3 .55E+01 188 Less than 20000 Field Parameters Eleva tion (ft (msl)) 687 .54 Spec. Cond . (field) micromhos/cm 42 pH (field) SU 5.77 Oxidation Reduction Potential (ORP)(mV) 382 Temp Celcius (deg rees C) 17.59 Turbidity (field) NTU 203 Dissolved Oxygen (mg/L) 3.7
- PAGE 14 OF 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Dulce Radiological Data for Job: 08-JAN-0002 r#EnergySM Report Generated: 2/4/2008 10:01 :35
- Station: OCONEE Sample #: 28000055 Location: GM-12R Collection Date: 1/8/2008 10:25:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-12R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.203E+00 0.000E+00 3.203 Less than 1000 CO58 < 3.194E+00 0.000E+00 3.194 Less than 1000 FE59 < 5.911E+00 0.000E+00 5.911 Less than 400 .0 CO60 < 3.076E+00 0.000E+00 3.076 Less than 300 .0 ZN65 < 7 .174E+00 0.000E+00 7.174 Less than 300 .0 NB95 < 3.542E+00 0.000E+00 3.542 Less than 400 .0 ZR95 < 5.342E+00 0.000E+00 5.342 Less than 400 .0 1131 < 4 .357E+00 0.000E+00 4.357 Less than 2.000 CS1 34 < 3.056E+00 0.000E+00 3.056 Less than 30 .00 CS137 < 2.859E+00 0.000E+00 2.859 Less than 50 .00 BALA140 < 4 .952E+00 0.000E+00 4.952 Less than 200 .0 BE7 < 2.463E+01 0.000E+00 24 .63 No limits specified K40 9.602E+01 1.940E+01 35 .92 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Ca lculated MDA Reporting Level 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 Turbid ity (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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Reporting Level Calculated MDA MN54 < 4 .026E+00 0.000E+00 4.026 Less than 1000 CO58 < 4 .050E+00 0.000E+00 4 .050 Less than 1000 FE59 < 8.080E+00 0.000E+00 8.080 Less than 400 .0 CO60 < 3.996E+00 0.000E+00 3.996 Less than 300.0 ZN65 < 8.808E+00 0.000E+00 8.808 Less than 300 .0 NB95 < 4 .986E+00 0.000E+00 4.986 Less than 400 .0 ZR95 < 6.459E+00 0.000E+00 6.459 Less than 400 .0 1131 < 5.467E+00 0.000E+00 5.467 Less than 2.000 CS1 34 < 3.502E+00 0.000E+00 3.502 Less than 30 .00 CS137 < 4 .233E+00 0.000E+00 4.233 Less than 50 .00 BALA140 < 7.291E+00 0.000E+00 7.291 Less than 200 .0 BE7 < 3.032E+01 0.000E+00 30 .32 No limits specified K40 < 7.401 E+01 0.000E+00 74.01 No limits specified PAG E 15 OF 18 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 2807 8-7929
a Duke Radiological Data for Job: 0B-JAN-0002 r-EnergySM 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 WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-13 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < *2.22E+00 188 Lessthan 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/ GM-13R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.878E+00 0.000E+00 3.878 Less than 1000 COSS < 3.783E+00 0.000E+00 3.783 Less than 1000 FE59 < 7.383E+00 0.000E+00 7.383 Less than 400 .0 CO60 < 4.149E+00 0.000E+00 4 .149 Less than 300. 0 ZN65 < 8.417E+00 0.000E+00 8.417 Less than 300 .0 NB95 < 5.250E+00 0.000E+00 5.250 Less than 400.0 ZR95 < 6.768E+00 0.000E+00 6.768 Less than 400 .0 1131 < 7.049E+00 0.000E+00 7.049 Less than 2.000 CS134 < 3.917E+00 0.000E+00 3.917 Less than 30 .00 CS137 < 3.947E+00 0.000E+00 3.947 Less than 50 .00 BALA140 < 6 .593E+00 0 .000E+00 6.593 Less than 200 .0 BE? < 3.403E+01 0.000E+00 34 .03 No limits specified K40 1.427E+02 2.904E+01 40 .34 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 160F 18 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0002 rt1EnergySM 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 CNS GROUND WATER PROTECTION PROGRAM/ GM-14 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN 54 < 4.495E+00 0 .000E+00 4.495 Less than 1000 CO58 < 4 .700E+00 0 .000E+00 4 .700 Less than 1000 FE59 < 9.946E+00 0 .000E+00 9.946 Less than 400 .0 CO60 < 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 11 31 < 8 .024E+00 0 .000E+00 8.024 Less than 2 .000 CS134 < 3 .696E+00 0.000E+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 .000E+00 35 .00 No limits specified K40 9 .761E+01 2.406E+01 42 .74 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -3 .34E+01 189 Less than 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 (deg rees 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Reporting Level Calculated MDA MN54 < 3.048E+00 0 .000E+00 3.048 Less than 1000 CO58 < 2 .869E+00 0 .000E+00 2 .869 Less than 1000 FE59 < 6.372E+00 0 .000E+00 6 .372 Less than 400 .0 CO60 < 3 .798E+00 0 .000E+00 3.798 Less than 300.0 ZN65 < 7 .219E+00 0 .000E+00 7 .219 Less than 300 .0 NB95 < 3 .249E+00 0.000E+00 3.249 Less than 400 .0 ZR95 < 6 .0 99E+00 0 .000E+00 6.099 Less than 400 .0 1131 < 5 .049E+00 0 .000E+00 5.049 Less than 2 .000 CS134 < 2 .880E+00 0 .000E+00 2.880 Less than 30 .00 CS137 < 2 .700E+00 0 .000E+00 2.700 Less than 50 .00 BALA140 < 5 .658E+00 0.000E+00 5.658 Less than 200.0
- PAGE 17 OF 18 GWJOB BE7 K40
< 2 .494E+01 9.709E+01 0 .000E+00 1.958E+01 24 .94 28 .38 No limits specified No limits specified EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Dulce Radiological Data for Job: 08-JAN-0002 r4'EnergySM 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 CNS GROUND WATER PROTECTION PROGRAM/ GM-14R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -4.88E+01 188 Lessthan 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-JAN-0016 rllEnergys. 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)
GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12orting Level MN54 < 5.513E+00 0.000E+00 5.513 Less than 1000 COSS < 5.478E+00 0.000E+00 5.478 Less than 1000 FE59 < 1.004E+01 0.000E+00 10.04 Less than 400.0 CO60 < 6.006E+00 0.000E+00 6.006 Less than 300 .0 ZN65 < 8.865E+00 0.000E+00 8.865 Less than 300 .0 NB95 < 6 .735E+00 0.000E+00 6.735 Less than 400 .0 ZR95 < 9.272E+00 0.000E+00 9.272 Less than 400 .0 1131 < 7 .534E+00 0.000E+00 7.534 Less than 2.000 CS134 < 4.497E+00 0.000E+00 4.497 Less than 30 .00 CS137 < 4 .878E+00 0.000E+00 4.878 Less than 50 .00 BALA140 < 1.082E+01 0.000E+00 10.82 Less than 200.0 BE? < 4.442E+01 0.000E+00 44.42 No limits specified K40 8.187E+01 2.915E+01 62 .06 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Re12orting Level H3 1.950E+04 1.890E+02 151 Lessthan 20000 Field Parameters Elevation (ft (msl)) 728 .09 Spec. Cond . (field) micromhos/cm 55 pH (field) SU 5.15 Oxidation Reduction Potential (OR P)(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 Activity - Error Calculated MDA Re12orting Level MN54 < 4 .805E+00 0.000E+00 4.805 Less than 1000 COSS < 4 .203E+00 0.000E+00 4.203 Less than 1000 FE59 < 8.962E+00 0.000E+00 8.962 Less than 400 .0 CO60 < 5.439E+00 0.000E+00 5.439 Less than 300 .0 ZN65 < 9.990E+00 0.000E+00 9.990 Less than 300.0 NB95 < 5.752E+00 0.000E+00 5.752 Less than 400 .0 ZR95 < 8.690E+00 0.000E+00 8.690 Less than 400.0 1131 < 7.988E+00 0.000E+00 7.988 Less than 2.000 CS134 < 4 .842E+00 0.000E+00 4.842 Less than 30 .00 CS137 < 4 .348E+00 0.000E+00 4.348 Less than 50 .00 BALA140 < 8.326E+00 0.000E+00 8.326 Less than 200 .0 BE? < 4 .809E+01 0.000E+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
a Duke Radiological Data for Job: 08-JAN-0016 rt1Energys. 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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 0B-JAN-0026 r4' EnergySM Report Generated: 2/14/2008 07:21 :13
- Station: OCONEE Sample#: 28000454 Location : GM-3DR Collection Date: 1/30/200810:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-3DR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3 .904E+00 0 .000E+00 3.904 Less than 1000 COSS < 3.758E+00 0 .000E+00 3.758 Less than 1000 FE59 < 7 .660E+00 0.000E+00 7 .660 Less than 400.0 COBO < 4 .204E+00 0 .000E+00 4 .204 Less than 300 .0 ZN65 < 8 .733E+00 0 .000E+00 8 .733 Less than 300 .0 NB95 < 4 .583E+00 0 .000E+00 4 .583 Less than 400 .0 ZR95 < 6 .333E+00 0 .000E+00 6 .333 Less than 400 .0 1131 < 4 .675E+00 0 .000E+00 4 .675 Less than 2 .000 CS134 < 3 .839E+00 0 .000E+00 3.839 Less than 30 .00 CS137 < 3 .550E+00 0.000E+00 3.550 Less than 50 .00 BALA140 < 5 .616E+00 0 .000E+00 5.616 Less than 200.0 BE? < 3 .197E+01 0 .000E+00 31 .97 No limits specified K40 5 .395E+01 2 .103E+01 42 .86 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Reporting Level Activity - Error Calculated MDA H3 2 .230E+02 5 .990E+01 186 Lessthan 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR89 < 5.73E-01 No limits specified SR90 < 4 .12E-01 No limits specified Field Parameters Elevation (fl (msl)) 770 .60 Spec. Cond . (field) micromhos/cm 15.3 pH (field) SU 6.49 Oxidation Reduction Potential (ORP)(mV) 400 Temp Celcius (deg rees C) 17.07 Turbid ity (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 Activity - Error Calculated MDA Reporting Level MN54 < 5 .070E+00 0 .000E+00 5.070 Less than 1000 COSS < 4 .433E+00 0 .000E+00 4.433 Less than 1000 FE59 < 8 .548E+00 0 .000E+00 8.548 Less than 400 .0 COBO < 5.429E+00 0.000E+00 5.429 Less than 300 .0 Z N65 < 9 .766E+00 0 .000E+00 9.766 Less than 300 .0 NB95 < 5 .227E+00 0 .000E+00 5.227 Less than 400.0 ZR95 < 8 .322E+00 0 .000E+00 8 .322 Less than 4 00.0 11 31 < 6 .189E+00 0 .000E+00 6.189 Less than 2 .000 PAGE 1 OF2 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 08-JAN-0026 r11EnergySM Report Generated: 2/14/2008 07:2 1:13
- 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 Activity - Error Calculated MDA Re12orting Level CS134 < 4 .726E +00 0.000E+00 4 .726 Less than 30 .00 CS137 < 4 .576E+00 0.000E+00 4 .576 Less than 50.00 BALA140 < 6.470E+00 0.000E+00 6.470 Less than 200 .0 BE? < 4 .197E+01 0.000E+00 41 .97 No limits specified K40 3.049E+02 3.209E+01 48 .12 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Re12orting Level H3 < 1.55E+02 187 Lessthan 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Re12orting Level SRB9 < 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 Redu ction Potential (ORP)(mV) 36 0 Temp Celcius (deg rees C) 16.17 Turbidity (field) NTU 82 .3 Dissolved Oxygen (mg/L) 3.94
- PAGE 2 OF 2 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
APPENDIX H
a Duke Radiological Data for Job: 08-APR-0002 rt1EnergySM Report Generated: 4/24/2008 16:31 :40
- Station: OCONEE Location: GM-1R Type: GROUND WATER GAMMAGW Units: pCi/liter GAMMA GROUND WATER ANALYSIS Sample#: 28002021 Collection Date: 4/8/2008 10:50:00 ONS GROUND WATER PROTECTION PROGRAM / GM-1 R Activitj:'. - Error Ca lculated MDA Re12orting Level MN54 < 4.459E+00 0 .000E+00 4.459 Less than 1000 COSS < 4 .677E+00 0 .000E+00 4 .677 Less than 1000 FE59 < 8 .753E+00 0 .000E+00 8 .753 Less than 400 .0 CO60 < 4 .980E+00 0 .000E+00 4 .980 Less than 300 .0 ZN65 < 9 .836E+00 0 .000E+00 9 .836 Less than 300 .0 NB95 < 5 .064E+00 0 .000E+00 5 .064 Less than 400 .0 ZR95 < 7.489E+00 0 .000E+00 7.489 Less than 400.0 113 1 < 5.801E+00 0 .000E+00 5.801 Less than 2 .000 CS134 < 4 .267E+00 0 .000E+00 4 .267 Less than 30.00 CS137 < 4 .241E+00 0 .000E+00 4 .241 Less than 50.00 BALA140 < 6 .052E+00 0.000E+00 6 .052 Less than 200 .0 BE? < 3 .994E+01 0 .000E+00 39 .94 No limits specified K40 < 6 .225E+01 0 .000E+00 62 .25 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activiti:'. - Error Calculated MDA Re12orting Level H3 7 .270E+02 6 .01 0E+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 (deg rees C) 18 .36 Turbidity (field ) NTU 2 .91 Dissolved Oxygen (mg/L) 11 .35 Station: OCONEE Sample #: 28002022 Location: GM-2R Collection Date: 4/7/2008 11 :05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitj:'. - Error Ca lculated MDA Re12orting Level MN54 < 4 .827E+00 0 .000E+00 4 .827 Less than 1000 COSS < 4 .054E+00 0.000E+00 4 .054 Less than 1000 FE59 < 8 .051E+00 0 .000E+00 8 .051 Less than 400 .0 CO60 < 4 .960E+00 0 .000E+00 4 .960 Less than 300 .0 ZN65 < 8 .876E+00 0 .000E+00 8 .876 Less than 300.0 NB95 < 5 .893E+00 0 .000E+00 5 .893 Less than 400 .0 ZR95 < 8 .762E+00 0 .000E+00 8 .762 Less than 400 .0 1131 < 6 .852E+00 0 .000E+00 6 ,852 Less than 2 .000 CS134 < 4 .574E+00 0 .000E+00 4 .574 Less than 30.00 CS137 < 4 .362E+00 0.000E+00 4 .362 Less than 50.00 BALA140 < 6 .377E+00 0 .000E+00 6 .377 Less than 200 .0 BE? < 3.970E+01 0 .000E+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
a Duke Radiological Data for Job: 08-APR-0002 r-EnergySM Report Generated: 4/24/2008 16:31 :40
- Station: OCONEE Sample#: 28002022 Location: GM-2R Collection Date: 4/7/2008 11 :05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-2R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Calculated MDA Reporting Level Activity - Error H3 4 .280E+03 1.000E+02 162 Lessthan 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting 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 CJ 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 GAMMAGW GAMMA GROUND WATER ANALYSIS
- Units: pCi/liter MN54 CO58 FE59 COBO ZN65 Activity - Error
< 3.674E+00
< 3.572E+00
< 7.168E+00
< 3.742E+00
< 8.192E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Calculated MDA 3.674 3.572 7 .168 3.742 8.192 Reporting Level Less than Less than Less than Less than Less than 1000 1000 400 .0 300 .0 300 .0 NB95 < 4 .181E+00 0.000E+00 4 .181 Less than 400 .0 ZR95 < 6 .338E+00 0.000E+00 6.338 Less than 400.0 1131 < 5.044E+00 0.000E+00 5.044 Less than 2.000 CS134 < 3.705E+00 0.000E+00 3.705 Less than 30 .00 CS137 < 3.419E+00 0.000E+00 3.419 Less than 50 .00 BALA 140 < 5.859E+00 0.000E+00 5.859 Less than 200 .0 BE? < 2.999E+01 0.000E+00 29 .99 No limits specified K40 6 .103E+01 2.509E+01 38.79 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 9.620E+02 6.340E+01 159 Lessthan 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR89 < 2 .87E-01 No limits specified
- PAGE 2 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 rt1EnergySM Report Generated: 4/24/200816:31:40
- Station: OCONEE Sample#: 28002023 Location: GM-2DR Collection Date: 4/7/2008 11 :25:00 Type: GROUNDWATER ONS GROUND WATER PROTECTION PROGRAM / GM-2DR SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Reporting Level Activity - Error Calculated MDA SR90 < 5.S0E-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 (deg rees 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 Activity - Error Calculated MDA Reporting Level NO SAMPLE Field Parameters Elevation (ft (msl)) NA Spec. Cond . (field) micromhos/cm NA le pH (field) SU NA Oxi dation 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 Collection Date: 4/7/2008 11 :30:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .815E+00 0.000E+00 4 .815 Less than 1000 COSS < 6.363E+00 0.000E+00 6.363 Less than 1000 FE59 < 1.092E+01 0.000E+00 10.92 Less than 400 .0 CO60 < 6.489E+00 0.000E+00 6.489 Less than 300 .0 ZN65 < 8.813E+00 0.000E+00 8.813 Less than 300 .0 NB95 < 7 .611E+00 0.000E+00 7.611 Less than 400.0 ZR95 < 1.085E+01 0.000E+00 10.85 Less than 400.0 1131 < 7.602E+00 0.000E+00 7.602 Less than 2 .000 CS134 < 4.763E+00 0.000E+00 4 .763 Less than 30 .00 CS137 < 7.092E+00 0.000E+00 7.092 Less than 50.00 BALA140 < 8.369E+00 0.000E+00 8.369 Less than 200 .0 BE? < 5.928E+01 0.000E+00 59 .28 No limits specified K40 < 8.555E+0 1 0.000E+00 85 .55 No limits specified
- PAGE 3 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 08-APR-0002 r11 EnergySM 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 / 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 Lessthan 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR89 < 4.44E-01 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 Turbid ity (field) NTU 77 .9 Dissolved Oxygen (mg/L) 7.65 Station: OCONEE Sample #: 28002026 Location: GM-3DR Collection Date: 4/7/200811:15 :00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3DR GAMMAGW GAMMA GROUND WATER ANALYSIS
- Units: pCi/liter MN54 COSS FE59 COBO ZN65 Activity - Error
< 4.363E+00
< 4.400E+00
< 8.598E+00
< 4 .584E+00
< 9.427E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Calculated MDA 4 .363 4.400 8.598 4 .584 9.427 Reporting Level Less than Less than Less than Less than Less than 1000 1000 400 .0 300 .0 300 .0 NB95 < 6.284E+00 0.000E+00 6 .284 Less than 400 .0 ZR95 < 7.498E+00 0.000E+00 7.498 Less than 400 .0 1131 < 5.971E+00 0.000E+00 5.971 Less than 2.000 CS134 < 4 .289E+00 0.000E+00 4.289 Less than 30.00 CS137 < 4 .275E+00 0.000E+00 4.275 Less than 50.00 BALA140 < 6.958E+00 0.000E+00 6 .958 Less than 200 .0 BE7 < 3.904E+01 0.000E+00 39 .04 No limits specified K40 8.944E+01 2.057E+01 47 .28 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2.430E+02 5.290E+01 160 Lessthan 20000 SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level SR89 < 2.24E-01 No limits specified
- PAGE 4 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r#EnergySM Report Generated: 4/24/200816:31:40
- Station: OCONEE Sample # : 28002026 Location: GM-3DR Collection Date: 4/7/200811 :15:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-3DR SR89SR90 RADIOSTRONTIUM (SR89 & SR90)
Units: pCi/liter Activity - Error Reporting Level Calculated MDA SR90 < 4 .76E-01 No limits specified Field Paramete rs 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .028E+00 0.000E+00 4.028 Less than 1000 COSS < 3.874E+00 0.000E+00 3.874 Less than 1000 FE59 < 7 .913E+00 0.000E+00 7.913 Less than 400 .0 CO60 < 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 NB95 < 5.252E+00 0.000E+00 5.252 Less than 400 .0 ZR95 < 6.268E+00 0.000E+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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2.970E+02 5.280E+01 157 Lessthan 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 rt1Energy~ Report Generated: 4/24/2008 16:31 :40
- Station: OCONEE Sample #: 28002028 Location: GM-S Collection Date: 4/7/2008 13:4S:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-S GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitj'. - Error Calculated MDA Re12orting Level MN54 < 6 .315E+00 0 .000E+00 6 .315 Less than 1000 CO58 < 6 .541E+00 0 .000E+00 6 .541 Less than 1000 FE59 < 1.153E+01 0 .000E+00 11 .53 Less than 400.0 CO60 < 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 .000E+00 7 .129 Less than 400 .0 ZR95 < 1.166E+01 0 .000E+00 11.66 Less than 400 .0 11 3 1 < 8 .133E+00 0 .000E+00 8 .133 Less than 2 .000 CS134 < 5 .517E+00 0 .000E+00 5.51 7 Less than 30 .00 CS 137 < 6 .577E+00 0 .000E+00 6 .577 Less than 50 .00 BALA140 < 6 .941E+00 0 .000E+00 6 .941 Less than 200 .0 BE7 < 5 .220E+01 0 .000E+00 52.20 No limits specified K40 6 .870E+01 2 .445E+01 61 .81 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitj'. - Error Ca lculated MDA Re12orting Level H3 < 1.42E+02 158 Lessthan 20000 Field Parameters Elevation (ft (msl)) 761 .77 Spec. Cond . (field ) micromhos/cm 54 .5 pH (field) SU 4 .88 O xidation Reduction Potential (ORP)(mV) 394 Temp Celcius (degrees C) 20 .69 Turbidity (field) NTU 693 Dissolved Oxygen (mg/L) ".53 Station: OCONEE Sample #: 28002029 Location: GM-SR Collection Date: 4/7/2008 14:00:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-SR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitj'. - Error Calculated MDA Re12orting Level MN54 < 3.709E+00 0 .000E+00 3.709 Less than 1000 CO58 < 3 .840E+00 0 .000E+00 3 .840 Less than 1000 FE59 < 7 .576E+00 0 .000E+00 7 .576 Less than 400 .0 CO60 < 4.477E+00 0 .000E+00 4.477 Less than 300 .0 ZN65 < 9 .113E+00 0 .000E+00 9 .113 Less than 300 .0 NB95 < 4 .342E+00 0 .000E+00 4 .342 Less than 400 .0 ZR95 < 6 .540E+00 0.000E+00 6 .540 Less than 400.0 1131 < 5.459E+00 0 .000E+00 5.459 Less than 2 .000 CS134 < 3 .911E+00 0.000E+00 3.911 Less than 30 .00 CS137 < 3 .639E+00 0.000E+00 3.639 Less than 50 .00 BALA140 < 6 .023E+00 0 .000E+00 6 .023 Less than 200 .0 BE7 < 3 .189E+01 0 .000E+00 31 .89 No limits specified K40 < 6 .160E+01 0 .000E+00 61 .60 No limits specified PAGE 6 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r,EnergySM Report Generated: 4/24/2008 16:31 :40
- Station : OCONEE Sample #: 28002029 Location: GM-SR Collection Date: 4/7/2008 14:00:00 Type: GROUND WATER CNS GROUND WATER PROTECTION PROGRAM / GM-SR H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 2.07E+0 1 158 Lessthan 20000 Field Parameters Elevation (ft (msl)) 754 .36 Spec. Cond . (field) micromhos/cm 47 .1 pH (field) SU 6.09 Oxidation Red uction Potential (ORP)(mV) 251 Temp Celcius (degrees C) 19 .11 T urbid ity (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 CNS GROUND WATER PROTECTION PROGRAM / GM-6 GAMMAGW GAMMA GROUND WATER ANALYSIS Units : pCi/liter Activity - Error Reporting Level Calculated MDA MN54 < 5.633E+00 0.000E+00 5.633 Less than 1000 COSS < 5.154E+00 0.000E+00 5.154 Less than 1000 FE59 < 9.992E+00 0.000E+00 9.992 Less th an 400.0 CO60 < 5.0BBE+00 0.000E+00 5.088 Less th an 300 .0 ZN65 < 9.957E+00 0.000 E+00 9.957 Less th an 300.0 NB95 < 5.852E+00 0.000E+00 5.852 Less than 400.0 ZR95 < 8.00BE+00 0.000E+00 8.008 Less th an 400.0 1131 < 7 .694E +00 0.000E+00 7.694 Less th an 2.000 CS134 < 4 .770E+00 0.000E+00 4.770 Less than 30.00 CS137 < 5.024E+00 0.000E+00 5.024 Less th an 50 .00 BALA140 < 8.147E+00 0.000E+00 8.147 Less th an 200.0 BE? < 4 .6 00E+01 0.000E+00 46.00 No limits specified K40 2.214E+02 3.287E+01 55 .25 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 6 .0BE+01 159 Less th an 20000 Field Parameters Elevation (ft (msl)) 728 .39 Spec. Co nd . (field) micromh os/cm 28 .6 pH (field) SU 5.76 Oxidation Reduction Potential (O RP)(mV) 395 Temp Celcius (degrees C) 17.79 Turbidity (field) NTU 29 Dissolved Oxygen (mg/L) 4.76
- PAGE 7 OF 29 GWJOB EnRad Laboratories@ Duke Energy 13339 Hagers Ferry Roa d Huntersville, NC 28078-7929
a Duke r, EnergySM Radiological Data for Job: 0B-APR-0002 Report Generated: 4/24/2008 16:31:40
- Station: OCONEE Sample #: 28002031 Location: GM-SR Collection Date: 4/8/2008 10:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-SR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .653E+00 0.000E+00 4.653 Less than 1000 CO58 < 4 .596E+00 0.000E+00 4.596 Less th an 1000 FE59 < 8.509E+00 0.000E +00 8.509 Less than 400.0 CO60 < 4 .674E+00 0.000E +00 4 .674 Less than 300.0 ZN65 < 9.471 E+00 0.000E+00 9.47 1 Less th an 300 .0 NB95 < 7 .057E+00 0.000E+00 7.057 Less than 400.0 ZR95 < 8.054E+00 0.000 E+00 8.054 Less than 400 .0 1131 < 6.784E+00 0.000E+00 6 .784 Less th a n 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 th an 50.00 BALA140 < 6.625E+00 0.000E+00 6 .625 Less than 200.0 BE7 < 4.380E+0 1 0.000E+00 43 .80 No limits specified K40 4.828E+01 2.372E+01 48 .20 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporti ng Level H3 < 5.53E+01 162 Lessthan 20000 Field Parameters Elevati on (ft (msl)) 728 .86 Spec. Cond. (field) m icromhos/cm 56 .9 pH (field) SU 6 .75 Oxidation Reduction Potential (ORP)(mV) 243 Temp Celcius (degrees C) 16.99 Turbid ity (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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.913E+00 0.000E+00 4 .913 Less than 1000 CO58 < 4.507E+00 0.000E+00 4 .507 Less than 1000 FE59 < 9.922E+00 0.000 E+00 9.922 Less th a n 4 00.0 CO60 < 5.601E+00 0.000E+00 5.601 Less th an 300 .0 ZN65 < 9.532E+00 0.000E+00 9.532 Less th an 300 .0 N B95 < 4 .724E+00 0.000E+00 4.724 Less th an 400 .0 ZR95 < 9.897E+00 0.000 E+00 9.897 Less th an 400 .0 11 31 < 5.932E+00 0.000 E+00 5.932 Less th an 2.000 CS134 < 5.082E+00 0.000 E+00 5.082 Less th an 30.00 CS137 < 4 .184E+00 0.000E+00 4.184 Less th an 50.00 BALA14 0 < 8.375E+00 0.000E+00 8.375 Less tha n 200.0 BE7 < 4.495E+01 0.000 E+00 44 .95 No li mits specified K40 1.980E+02 3.336E+0 1 57 .02 No lim its specified PAGE 8 OF 29 EnRad Laboratories @ Duke Energy GWJOB 13339 Hagers Fe rry Road Huntersville , NC 2807 8-7929
a Duke Radiological Data for Job: 0B-APR-0002 r#EnergySM 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 Activity - Error Calculated MDA Reporting Level 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 5.2 3 Oxidation Reduction Pote ntial (OR P)(mV) 422 Temp Celcius (deg rees C) 15.94 Turbidity (fi eld) 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 GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.378E+00 0.000 E+00 3.378 Less th an 1000 COSS < 2.948E+00 0.000E+00 2.948 Less th an 1000 FE59 < 6 .739 E+00 0.000E+00 6.739 Less th an 400.0 CO60 < 4 .059E+00 0.000E+00 4.059 Less than 300.0 ZN65 < 7 .227E+00 0.000E+00 7.227 Less than 300.0 NB95 < 3.858E+00 0.000E+00 3.858 Less th an 400 .0 ZR95 < 6 .073E+00 0.000E +00 6 .073 Less th an 400 .0 1131 < 4.466E+00 0.000E+00 4.466 Less than 2 .000 CS134 < 3.505E+00 0.000 E+00 3.505 Less than 30.00 CS137 < 3.200E+00 0.000E+00 3.200 Less th an 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 .96BE+01 2.052 E+01 38.19 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 3.670E+03 9.610E +01 170 Lessthan 20000 Field Parameters Elevati on (ft (msl)) 727.7 Spec. Cond . (fi eld) micromhos/cm 166 .7 pH (field) SU 6.2 Oxi dation Reduction Potential (O RP)(mV) 324 Temp Celci us (deg rees CJ 17.12 Turbidity (field) NTU 86.4 Dissolved Oxygen (mg/L) 7.56
- PAGE 9 OF 29 GWJOB En Rad Laboratories @ Duke Energy 13339 Hagers Ferry Road Hu ntersvil le, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r4'Energys- 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activitj'. - Error Ca lculated MDA Re12orting Level MN54 < 5.606E+00 0.000E+00 5.606 Less than 1000 COSS < 5.244E+00 0.000E+00 5.244 Less than 1000 FE59 < 9.077E+00 0.000E+00 9.077 Less than 400 .0 CO60 < 4 .988E+00 0.000E+00 4 .988 Less than 300 .0 ZN65 < 9.003E+00 0.000E+00 9.003 Less than 300 .0 NB95 < 6.215E+00 0.000E+00 6.215 Less than 400 .0 ZR95 < 1.129E+01 0.000E+00 11 .29 Less than 400.0 1131 < 8.641E+00 0.000E+00 8.641 Less than 2.000 CS134 < 5.468E+00 0.000E+00 5.468 Less than 30 .00 CS137 < 5.906E+00 0.000E+00 5.906 Less than 50 .00 BALA140 < 7 .0B0E+00 0.000E+00 7.080 Less than 200 .0 BE? < 5.329E+01 0.000E+00 53 .29 No limits specified K40 1.646E+02 3.101E+01 34.56 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activitj'. - Error Calculated MDA Re12orting Level H3 2.270E+02 5.490E+01 168 Lessthan 20000 Field Parameters Elevation (ft (msl)) 742 .87 Spec. Cond . (field) micromhos/cm 141 .2 pH (field) SU 6.56 Oxidation Reduction Potential (OR P)(mV) 292 Temp Celcius (degrees C) 22 .77 Turbidity (field) NTU 158 Dissolved Oxygen (mg/L) 7.71 Station: OCONEE Sample#: 28002035 Location: GM-SR Collection Date: 4/7/2008 15:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-SR GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Ca lculated MDA Re12orting Level MN54 < 2.780E+00 0.000E+00 2.780 Less than 1000 COSS < 3.163E+00 0.000E+00 3.163 Less than 1000 FE59 < 7 .137E+00 0.000E+00 7.137 Less than 400 .0 CO60 < 3.188E+00 0.000E+00 3.188 Less than 300 .0 ZN65 < 7.311E+00 0.000E+00 7.311 Less than 300.0 NB95 < 3.372E+00 0.000E+00 3.372 Less than 400 .0 ZR95 < 5.311E+00 0.000E+00 5.311 Less than 400 .0 11 31 < 3.843E+00 0.000E+00 3.843 Less than 2.000 CS134 < 3.411E+00 0.000E+00 3.411 Less than 30 .00 CS137 < 3.392E+00 0.000E+00 3.392 Less than 50 .00 BALA140 < 5.303E+00 0.000E+00 5.303 Less than 200 .0 BE? < 2.910E+01 0.000E+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
a Dulce Radiological Data for Job: 08-APR-0002 r,EnergySM Report Generated: 4/24/2008 16:31 :40
- Station: OCONEE Sample#: 28002035 Location: GM-SR Collection Date: 4/7/2008 15:20:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-SR H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2.390E+02 5.550E+01 170 Lessthan 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 CJ 22 .36 Turbidity (field) NTU 430 Dissolved Oxygen (mg/L) 10.21 Station: OCONEE Sample#: 28002036 Location: GM-9 Collection Date: 4/7/2008 13:55:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-9 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 5.315E+00 0.000E+00 5.315 Less than 1000 CO58 < 4 .756E+00 0.000E+00 4 .756 Less than 1000 FE59 < 9.926E+00 0.000E+00 9.926 Less than 400 .0 CO60 < 4 .025E+00 0.000E+00 4.025 Less than 300 .0
- ZN65 NB95 ZR95 113 1 CS134 CS137
< 8.752E+00
< 5.653E+00
< 7.434E+00
< 7.742E+00
< 4 .918E+00
< 5.187E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.752 5.653 7.434 7 .742 4 .918 5.187 Less than Less than Less than Less than Less than
- Less than 300.0 400 .0 400 .0 2.000 30 .00 50 .00 BALA140 < 4 .303E+00 0.000E+00 4 .303 Less than 200.0 BE? < 4 .266E+01 0.000E+00 42.66 No limits specified K40 2.149E+02 3.845E+01 59.42 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Reporting Level Activity - Error Calculated MDA 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 CJ 21 .06 Turbidity (field) NTU 11 .3 Dissolved Oxygen (mg/L) 4.35
- PAGE 11 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 0B-APR-0002 r4'EnergySM Report Generated : 4/24/200816:31 :40
- Station: OCONEE Sample #: 28002037 Location: GM-9R Collection Date: 4/7/2008 14:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-9R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCilliter Activity - Error Calculated MDA Reporting Level MN54 < 3 .901E+00 0 .000E+00 3 .901 Less than 1000 COSS < 4 .394E+00 0 .000E+00 4 .394 Less than 1000 FE59 < 8 .004E+00 0 .000E+00 8 .004 Less than 400.0 CO60 < 5 .081E+00 0 .000E+00 5.081 Less than 300.0 ZN65 < 9 .248E+00 0 .000E+00 9.248 Less than 300 .0 NB95 < 5 .378 E+00 0 .000E+00 5.378 Less than 400 .0 ZR95 < 7 .564E+00 0 .000E+00 7 .564 Less than 400.0 1131 < 6.430E+00 0 .000E+00 6.430 Less than 2 .000 CS134 < 4 .126E+00 0 .000E+00 4 .126 Less than 30 .00 CS137 < 4 .665E+00 0 .000E+00 4 .665 Less than 50.00 BALA1 40 < 7 .102E +00 0 .000E+00 7 .102 Less than 200 .0 BE7 < 3 .903E+01 0 .000E+00 39. 03 No limits specified K40 8.558E+01 2 .970E+01 41.11 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCifliter Activity - Error Calculated MDA Reporting Level H3 < 1.08E+01 171 Lessthan 20000 Field Parameters Elevation (ft (msl)) 748 .6 Spec. Cond . (field) micromhos/cm 107.6 pH (field) SU 7 .18 Oxidation Reduction Potential (OR P)(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/ GM-10 GAMMAGW GAMMA GROUND WATER ANALYSIS Units : pCilliter Activity - Error Calculated MDA Reporting Level MN54 < 3 .675E+00 0 .000E+00 3.675 Less than 1000 COSS < 3 .950E+00 0 .000E+00 3.950 Less than 1000 FE59 < 7.152E+00 0 .000E+00 7 .152 Less than 400.0 CO60 < 3.794E+00 0 .000E+00 3.794 Less than 300.0 ZN65 < 9 .905E+00 0 .000E+00 9 .905 Less than 300 .0 NB95 < 3 .548E+00 0 .000E +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 .000E+00 5.190 Less than 2 .000 CS134 < 3 .640E+00 0 .000E+00 3.640 Less than 30 .00 CS137 < 3 .786E+00 0 .000E+00 3.786 Less than 50 .00 BALA140 < 5 .136E+00 0 .000E+00 5.136 Less than 200.0
- BE7 < 3.470E+01 0 .000E+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
a Dulce Radiological Data for Job: 08-APR-0002 r#EnergySM 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 2 .14E+00 170 Lessthan 20000 Field Parameters Elevation (ft (msl)) 730.17 Spec. Cond . (field) microm hos/cm 13.2 pH (field) SU 5.49 Oxida tio n Reduction Potential (ORP)(mV) 427 Temp Celcius (degrees C) 18 .5 Turbidity (field) NTU 182 Dissolved Oxyg en (mg/L) 5.34 Station: OCONEE Sample #: 28002039 Location: GM-10R Collection Date: 4/8/2008 14:05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-10R GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.938E+00 0.000E+00 3.938 Less than 1000 COSS < 4 .028E+00 0.000E+00 4.028 Less than 1000 FE59 < 7 .748E+00 0.000E+00 7.748 Less than 400.0 CO60 < 4 .206E+00 0.000E+00 4.206 Less than 300 .0 ZN65 < 9.144E+00 0.000E+00 9.144 Less than 300 .0 NB95 < 5.705E+00 0.000E+00 5.705 Less than 400 .0 ZR95 < 6 .806E+00 0.000E+00 6 .806 Less than 400 .0 11 31 < 5.420E+00 0.000E+00 5.420 Less than 2.000 CS134 < 3.995E+00 0.000E+00 3.995 Less than 30 .00 CS137 < 3.704E+00 0.000E+00 3.704 Less than 50 .00 BALA140 < 6.010E+00 0.000E+00 6.010 Less than 200.0 BE? < 3.573E+01 0.000E+00 35.73 No limits specified K40 2.037E+02 2.884E+01 42.94 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/l iter Activity - Error Calculated MDA Reporting Level H3 < 3.19E+0 1 169 Lessthan 20000 Field Parameters Elevation (ft (msl)) 728 .51 Spec. Cond . (field) micromhos/cm 39.2 pH (fiel d) SU 6.45 Oxidation Reduction Potential (OR P)(mV) 305 Temp Celcius (degrees C) 18.86 Turbidity (field) NTU 51 .9 Dissolved Oxygen (mg/L) 5.89
- PAGE 13 OF 29 GWJOB EnRad Laboratories@ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0002 rt1Energy,. Report Generated: 4/24/2008 16:31 :40
- Station : OCONEE Sample #: 28002040 Location: GM-11 Collection Date: 4/8/2008 15:20:00 Type : GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-11 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Acti vity - Error Calculated MDA Re[1orting Leve l MN54 < 5 .866E+00 0.000E+00 5.866 Less than 1000 CO58 < 5 .346E+00 0.000E+00 5.346 Less than 1000 FE59 < 8 .296E+00 0 .000E+00 8 .296 Less than 400 .0 CO60 < 5 .969E+00 0 .000E+00 5.969 Less than 300.0 ZN65 < 8.457 E+00 0 .000E+00 8.457 Less than 300.0 NB95 < 4 .335E+00 0 .000E+00 4 .335 Less than 400 .0 ZR95 < 6 .786E+00 0 .000 E+00 6 .786 Less th an 400 .0 1131 < 4 .605E+00 0 .000E+00 4 .605 Less than 2 .000 CS1 34 < 5 .127E+00 0 .000E+00 5 .127 Less than 30.00 CS137 < 5 .045E+00 0.000E+00 5 .045 Less than 50 .00 BALA140 < 6 .002E+00 0 .000E+00 6 .002 Less than 200 .0 BE? < 3.478E+01 0 .000E+00 34 .78 No li mits specified K40 6 .873E+01 1.922E+01 57 .81 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER I. Units: pCi/liter Field Parameters H3 Elevation (ft (msl)) 690 .63 pH (field) SU 5 .97 Temp Celcius (degrees C) 20 .03 Acti vity - Error
< -1 .69E+01 Spec. Cond . (field) micromhos/cm 30 Ca lculated MDA Oxidation Reduction Potential (ORP)(mV) 399 168 Re[1orting Level Less than 20000 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-11 R GAMMAGW GAMMA GROUND WATER ANALYSIS Units : pCi/liter Acti vity - Error Calcu lated MDA Re[1orting Level MN54 < 4 .086E+00 0.000E+00 4 .086 Less th an 1000 CO58 < 3 .981E+00 0 .000E+00 3 .981 Less th an 1000 FE59 < 7 .769E+00 0 .000E+00 7 .769 Less than 400.0 CO60 < 4 .377E+00 0 .000E+00 4 .377 Less than 300.0 ZN65 < 9.245E+00 0 .000E+00 9 .245 Less than 300 .0 NB95 < 4 .864E+00 0 .000E+00 4 .864 Less than 400.0 ZR95 < 7.414E+00 0 .000E+00 7.414 Less than 400 .0 1131 < 5.452E+00 0 .000E+00 5.452 Less than 2 .000 CS134 < 4 .120E+00 0 .000E+00 4 .120 Less than 30 .00 CS137 < 3 .922E+00 0 .000E+00 3.922 Less than 50.00 BALA140 < 6 .012E+00 0.000E +00 6 .012 Less than 200 .0 BE7 < 3.405E+01 0.000E+00 34 .05 No limits specified K40 < 5 .384E+01 0.000E+00 53 .84 No limits specified PAGE 14 OF 29 EnRad Laboratories@ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r,EnergySM 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-11 R H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -1 .28E+01 169 Lessthan 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 Samp le #: 28002042 Location : GM-12 Collection Date: 4/8/2008 11 :05:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM / GM-12 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.449E+00 0.000E+00 4.449 Less than 1000 COSS < 4 .527E+00 0.000E+00 4.527 Less than 1000 FE59 < 8.622E+00 0.000E+00 8.622 Less than 400 .0
< 4 .726E+00 CO60 0.000E+00 4.726 Less than 300 .0 ZN65 < 9.667E+00 0.000E+00 9.667 Less than 300 .0 NB95 < 6.331 E+00 0.000E+00 6.331 Less than 400 .0 ZR95 < 7.284E+00 0.000E+00 7 .284 Less than 400 .0 1131 < 5.829E+00 0.000E+00 5.829 Less than 2 .000 CS134 < 4.272E+00 0.000E+00 4 .272 Less than 30.00 CS137 < 4.152E+00 0.000E+00 4 .152 Less than 50.00 BALA140 < 6.923E+00 0.000E+00 6.923 Less than 200 .0 BE7 < 3.634E+01 0.000E+00 36.34 No limits specified K40 1.210E+02 2.497E+01 47.98 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 1.94E+01 171 Lessthan 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 Cel cius (degrees C) 16.6 Turbidity (field) NTU 745 Dissolved Oxygen (mg/L) 2.99
- PAG E 15 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0002 r11EnergySM Report Generated: 4/24/2008 16:31 :40
- Station: OCONEE Location : GM-12R Type: GROUND WATER GAMMAGW Units: pCi/liter GAMMA GROUND WATER ANALYSIS Sample #: 28002043 Collection Date: 4/8/2008 11 :20:00 ONS GROUND WATER PROTECTION PROGRAM/ GM-12R Activity - Error Ca lcu lated MDA Re12orting Level MN54 < 3 .5 18E+00 0 .000E+00 3 .518 Less than 1000 COSS < 3 .133E+00 0 .000 E+00 3 .133 Less th an 1000 FE59 < 7 .056E+00 0 .000E+00 7 .056 Less th a n 4 00.0 CO60 < 4 .106E+00 0 .000E+00 4 .106 Less than 300.0 ZN65 < 7 .530E+00 0 .000 E+00 7 .530 Less than 300.0 NB95 < 4 .058E+00 0 .000E+00 4 .0 58 Less than 400 .0 ZR95 < 6 .185E+00 0 .000E+00 6 .185 Less tha n 400.0 1131 < 4 .320 E+00 0 .000E+00 4 .320 Less th a n 2 .000 CS134 < 3 .599E+00 0 .000E+00 3 .599 Less tha n 30 .00 CS137 < 3.3 12E+00 0 .000 E+00 3 .3 12 Less tha n 50 .00 BALA140 < 5.379E+00 0 .000E+00 5.379 Less th an 200 .0 BE? < 2 .983E+01 0 .000E+00 29 .83 No limits specified K40 < 5 .297E+0 1 0 .000 E+0 0 52 .97 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Re12orting Level H3 < 4 .01 E+01 174 Lessthan 20000 Field Parameters Elevation (ft (msl)) 688 .41 Spec. Cond . {field) microm hos/cm 81 .3 pH (field) SU 6 .03 Oxidation Reductio n Potential (ORP)(mV) 151 Te mp Celcius (deg rees CJ 16.9 Turbidity (field) NTU 7 .82 Dissolved Oxygen (mg/L) 2.73 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12orting Level MN54 < 3 .977E +00 0 .000E+00 3 .977 Less than 1000 COSS < 4 .269E +00 0 .000E+00 4 .269 Less than 1000 FE59 < 7 .666E+00 0 .000E +00 7 .666 Less than 400.0 CO60 < 3 .963E+00 0 .000E+00 3.963 Less than 300 .0 ZN65 < 9 .577E+00 0 .000 E+00 9.577 Less than 300 .0 NB95 < 5 .2 33E+00 0.000E+00 5.233 Less than 4 00.0 ZR95 < 6 .675E+00 0.000 E+00 6 .675 Less than 4 00.0 1131 < 4 .7 08E+00 0 .000E+00 4 .7 08 Less than 2 .000 CS134 < 3 .760E+00 0 .000 E+00 3.760 Less th an 30.00 CS137 < 3 .656E+00 0 .000 E+00 3 .656 Less than 50.00 BALA14 0 < 4 .555E+00 0.000E+00 4 .555 Less than 2 00 .0 BE? < 3 .217 E+01 0 .000E+00 32 .17 No limits specified K40 1.417E+02 2 .147E+ 0 1 4 5.14 No limits specified PAGE 16 OF 29 EnRad Laborato ries @ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 rtlEnergys- 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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -4 .87E+01 174 Lessthan 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.666E+00 0.000E+00 3.666 Less than 1000 COSS < 3.739E+00 0.000E+00 3.739 Less than 1000 FE59 < 7.961E+00 0.000E+00 7.961 Less than 400 ,0 CO60 < 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 0.000E+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 0.000E+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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 (OR P)(mV) 296 Temp Celcius (degrees C) 18.02 Turbidity (field) NTU 14.6 Dissolved Oxygen (mg/L) 1.42
- PAG E 17 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r#Energy. Report Generated : 4/24/2008 16:31 :40
- Station: OCONEE Sample#: 28002046 Location: GM-14 Collection Date: 4/8/2008 09:10:00 Type: GROUND WATER ONS GROUND WATER PROTECTION PROGRAM/ GM-14 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.767E+00 0.000E+00 3.767 Less than 1000 CO58 < 3.822E+00 0.000E+00 3.822 Less than 1000 FESS < 7.949E+00 0.000E+00 7 .949 Less than 400 .0 CO60 < 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 0.000E+00 5.434 Less than 400 .0 ZR95 < 5.818E+00 0.000E+00 5.818 Less than 400.0 1131 < 5.255E+00 0.000E+00 5.255 Less than 2.000 CS134 < 4 .223E+00 0.000E+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 BE? < 3.304E+01 0.000E+00 33 .04 No limits specified K40 1.849E+02 2.789E+01 41 .30 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -1 .10E+02 178 Lessthan 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.767E+00 0.000E+00 3.767 Less than 1000 CO58 < 3.508E+00 0.000E+00 3.508 Less than 1000 FE59 < 6.833E+00 0.000E+00 6.833 Less than 400.0 CO60 < 3.841E+00 0.000E+00 3.841 Less than 300 .0 ZN65 < 7.643E+00 0.000E+00 7.643 Less than 300 .0 NB95 < 4 .083E+00 0.000E+00 4.083 Less than 400 .0 ZR95 < 6.432E+00 0.000E+00 6.432 Less than 400 .0 1131 < 5.136E+00 0.000E+00 5.136 Less than 2 .000 CS134 < 3.490E+00 0.000E+00 3.490 Less than 30 .00 CS137 < 3.482E+00 0.000E+00 3.482 Less than SO .DO BALA140 < 5.513E+00 0.000E+00 5.513 Less than 200.0 BE? < 3.271E+01 0.000E+00 32 .7 1 No limits specified K40 < 5.357E+01 0.000E+00 53 .57 No limits specified PAGE 180F 29 EnRad Laboratories@ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r-Energy&M Report Generated: 4/24/200816:31:40
- 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < -5 .72 E+01 174 Lessthan 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.488E+00 0.000E+00 4.488 No limits specified CO58 < 3.770E+00 0.000E+00 3.770 No limits specified FE59 < 9.129E+00 0.000E+00 9.129 No limits specified CO60 < 4 .713E+00 0.000E+00 4 .713 No limits specified ZN65 < 9.961E+00 0.000E+00 9.961 No limits specified NB95 < 5.193E+00 0.000E+00 5.193 No limits specified ZR95 < 7.365E +00 0.000E+00 7 .365 No limits specified 1131 < 5.590E+00 0.000E+00 5.590 No limits specified CS134 < 4 .394E+00 0.000E+00 4 .394 No limits specified CS137 < 4 .040E+00 0.000E+00 4 .040 No limits specified BALA140 < 5.366E+00 0.000E+00 5.366 No limits specified BE? < 3.514E+01 0.000E+00 35.14 No limits specified K40 3.175E+01 2 052E+01 50 .76 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA 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 (O RP)(mV) NA Temp Celcius (degrees C) 17.34 Turbidity (field) NTU 2.55 Dissolved Oxygen (mg/L) NA
- PAGE 19 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0002 r4'EnergySM 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Re12orting Level MN54 < 4 .842E+00 0.000 E+00 4.842 No limits specified CO58 < 4 .6 86E+00 0.000 E+00 4 .686 No limits specified FE59 < 9.898E+00 0.000 E+00 9.898 No limits specified COBO < 5.223E+00 0.000E+00 5.223 No limits specified ZN65 < 9.907E+00 0.000E+00 9.907 No limits specified NB95 < 5.842E+00 0.000E+00 5.842 No limits specified ZR95 < 7.401E+00 0.000 E+00 7.4 01 No limits specified 1131 < 6.540 E+00 0.000 E+00 6.540 No limits specified CS134 < 4 .885E+00 0.000 E+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 0.000E+00 44 .06 No limits specifi ed K40 < 8.180 E+01 0.000E+00 81 .80 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Re12orting Level H3 2.740 E+02 5.760E+01 175 No limits specifi ed Field Parameters Elevation (ft (msl)) 793 .07 Spec. Cond. (field) micromhos/cm 129 pH (field) SU 6.44 Oxidat io n Reduction Potential (ORP)(mV) NA Temp Celcius (deg rees C) 18.64 Turbidity (field) NTU 1.01 Dissol ved 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 GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Ca lculated MDA Re12orting Level MN54 < 5.308E+00 0.000E+00 5.308 No limits specified CO58 < 4 .978E +00 0.000E+00 4.978 No limits specified FE59 < 1.027E+01 0.000E+00 10.27 No limits specified CO60 < 5.293E+00 0.000E+00 5.293 No limits specified ZN65 < 9.728 E+00 0.000E +00 9.728 No limits specified NB95 < 5.99 1E+00 0.000E+00 5.99 1 No limits specifi ed ZR95 < 8.624E+00 0.000E+00 8.624 No limits specified 1131 < 6 .670E+00 0.000E+00 6.670 No limits specified CS134 < 5.039E+00 0.000E+00 5.039 No limits specified CS137 < 5.4 15E +00 0.000 E+00 5.41 5 No limits specifi ed BALA14 0 < 5.649 E+00 0.000E+00 5.649 No limits specified BE7 < 4 .237E+01 0.000E +00 42 .37 No limits specified K40 1.828 E+02 2.969 E+01 56 .07 No limits specified PAGE 20 OF 29 EnRad Laboratories @ Duke Ene rgy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r11EnergySM 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 / A-8 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 < 1.30E+02 176 No limits specified Field Parameters Elevation (ft (ms!)) 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 (mg/L) 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporti ng Level MN54 < 4.423E+00 0.000E+00 4 .423 No limits specified COSS < 4.298E+00 0.000E+00 4.298 No limits specified FE59 < 9.572E+00 0.000E+00 9.572 No limits specified CO60 < 4 .559E+00 0.000E+00 4 .559 No limits specified ZN65 < 9.300E+00 0.000E+00 9.300 No limits specified NB95 < 5.167E+00 0.000E+00 5.167 No limits specified ZR95 < 8.224E+00 0.000E+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 0.000E+00 5.076 No limits specified BE? < 3.314E+01 0.000E+00 33 .14 No limits specified K40 2.044E+02 3.026E+01 35 .76 No limits specified H3GW TR ITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Reporting Level Calculated MDA H3 1.790E+03 7 .720E+01 174 No limits specified Field Parameters Elevation (ft (ms!)) 792 .39 Spec. Cond . (field) micromhos/cm 347 .7 pH (field) SU 6.4 Oxidation Reduction Potential (OR P)(mV) NA Temp Celcius (degrees C) 16.68 Turbidity (field) NTU 8.97 Dissolved Oxygen (mg/L) NA
- PAGE 21 OF 29 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Duke Radiological Data for Job: 0B-APR-0002 r11Energys. Report Generated: 4/24/200816:3 1:40
- 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .035E+00 0.000E+00 4 .035 No limits specified CO58 < 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 0.000E+00 4 .789 No limits specified ZN65 < 9.9 11 E+00 0.000 E+00 9.9 11 No limits specified NB95 < 4 .812E+00 0.000E+00 4 .812 No limits specified ZR95 < 8.09 1E+00 0.000E+00 8.091 No limits specified 1131 < 5.356E+00 0.000 E+00 5.356 No limits specified CS134 < 4.457E+00 0.000E+00 4.457 No limits specified CS137 < 4 .553E+00 0.000 E+00 4 .553 No limits specified BALA140 < 5.055E+00 0.000E+00 5.0 55 No limits specified BE? < 3.847E+01 0.000E+00 38.47 No limits specified K40 2.146E+02 3.777 E+01 5 1.13 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 3.460E+02 5.930E+01 177 No limits specified Field Parameters Elevation (ft (msl)) 691 .28 Spec. Co nd . (field) m icrom hos/cm 140 .7 pH (field) SU 5.92 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (deg rees C) 15.19 Turb idity (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 GROUND WATER PROTECTION PROGRAM / A-11 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporti ng Level MN54 < 4.127E+00 0.000E+00 4.127 No limits specified CO58 < 3.807E+00 0.000E+00 3.807 No limits specified FE59 < 7 .960E+00 0.000 E+00 7 .960 No limits specified CO60 < 3.630E+00 0.000E+00 3.630 No limits specified ZN65 < 8.465E+00 0.000E+00 8.465 No limits specified NB95 < 4 .655E+00 0.000E+00 4 .6 55 No limits specified ZR95 < 6 .738E+00 0.000E+00 6 .738 No limits specified 1131 < 4 .786E+00 0.000E+00 4 .786 No limits specified CS134 < 4 .042E +00 0.000 E+00 4 .042 No limits specified CS137 < 3.744E +00 0.000E+00 3.744 No limits specified BA LA1 40 < 5.624 E+00 0.000 E+00 5.624 No limits specified
- BE? < 3.340E+0 1 0.000E+00 33.40 No limits specified K40 < 6.815 E+0 1 0.000E+00 68.15 No limits specified PAGE 22 OF 29 En Rad Laboratories@ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 08-APR-0002 r,EnergySM Report Generated: 4/24/2008 16:31 :40
- Station: OCONEE Sample #: 28002053 Location: A-11 Collection Date: 4/9/200811:15:00 Type: CTP GWATER ONS GROUND WATER PROTECTION PROGRAM / A-11 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 (OR P)(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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 3.862E+00 0.000E+00 3.862 No limits specified CO58 < 3.912E+00 0.000E+00 3.912 No limits specified FE59 < 9.11 2E+00 0.000E+00 9.11 2 No limits specified CO60 < 3.450E+00 0.000E+00 3.450 No limits specified ZN65 < 9.112E+00 0.000E+00 9.11 2 No limits specified NB95 < 5.056E+00 0.000E+00 5.056 No limits specified ZR95 < 7.168E+00 0.000E+00 7 .168 No limits specified 1131 < 5.426E+00 0.000E+00 5.426 No limits specified CS134 < 3.623E+00 0.000E+00 3.623 No limits specified CS137 < 4 .129E+00 0.000E+00 4.129 No limits specified BALA140 < 5.623E+00 0.000E+00 5.623 No limits specified BE7 < 3.496E+01 0.000E+00 34.96 No limits specified K40 8.682 E+01 1.792E+01 43 .30 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 (OR P)(mV) NA Temp Celcius (degrees C) 15 .37 Turbidity (field ) NTU 8.67 Dissolved Oxygen (mg/L) NA
- PAGE 23 OF 29 GWJOB EnRad Laboratories@ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0002 rt1EnergySM 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 5.185E+00 0.000E+00 5.185 No limits specified CO58 < 5.651E+00 0.000E+00 5.651 No limits specified FE59 < 1.014E+01 0.000E+00 10.14 No limits specified CO60 < 6.518E+00 0.000E+00 6 .518 No limits specified ZN65 < 9.839E+00 0.000E+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 0.000E+00 4 .761 No limits specified BALA140 < 9.021E+00 0.000E+00 9.021 No limits specified BE? < 3.509E+01 0.000E+00 35 .09 No limits specified K40 1.053E+02 3.607E+01 60.58 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Reporting Level Activity - Error Calculated MDA 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 5.062E+00 0.000E+00 5.062 No limits specified COSS < 4 .752E+00 0.000E+00 4 .752 No limits specified FE59 < 9.767E+00 0.000E+00 9.767 No limits specified CO60 < 5.06BE+00 0.000E+00 5.068 No limits specified ZN65 < 9.006E+00 0.000E+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 < B.230E+00 0.000E+00 8.230 No limits specified CS134 < 4 .007E+00 0.000E+00 4 .007 No limits specified CS137 < 4 .250E+00 0.000E+00 4 .250 No limits specified BALA140 < 7.892E+00 0.000E+00 7 .892 No limits specified
- BE? < 4 .392E+01 0.000E+00 43.92 No limits specified K40 2.114E+02 3.866E+01 47.50 No limits specified PAG E 24 OF 29 EnRad Laboratories@ Duke Energy GWJOB 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0002 r,EnergySM Report Generated: 4/24/2008 16:3 1:40
- 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporti ng Level H3 1.380E+03 6 .690E+01 152 No limits specified Field Parameters Elevation (ft (msl)) 784 .83 Spec. Co nd. (field) mic romhos/cm 201 .5 pH (field) SU 8.98 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 20 .04 Turbid ity (fi eld) 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/ A-17 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .688E+00 0.000E+00 4 .688 No limits specified COSS < 4.467E+00 0.000E+00 4.467 No limits specified FE59 < 9.995E+00 0.000E+00 9.995 No limits specifi ed CO60 < 5.574E+00 0.000E+00 5.574 No limits specified ZN65 < 9.150E+00 0.000E+00 9.150 No limits specified NB95 < 5.7 11E+00 0.000E+00 5.71 1 No limits specified ZR95 < 8.268E+00 0.000E+00 8.268 No limits specified 1131 < 5.5 11 E+00 0.000E+00 5.51 1 No limits specified CS134 < 4.798E+00 0.000E+00 4 .798 No limits specified CS137 < 4 .847E +00 0.000E+00 4 .847 No limits specified BALA140 < 7 .316E+00 0.000E+00 7.316 No limits specified BE? < 3.544E+01 0.000E+00 35.44 No limits specified K40 < 8.858E+01 0.000E+00 88 .58 No limits specified H3GW TR ITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 1.590E+02 4.920E+0 1 153 No limits specified Field Parameters Elevation (ft (msl)) 790.71 Spec. Cond. (field ) micromhos/cm 62 pH (field) SU 6 .14 Oxidatio n Reduction Potential (ORP)(mV) NA Temp Celcius (degrees C) 19.28 Turbidity (field) NTU 3.9 Dissolved Oxygen (mg/L) NA
- PAG E 25 OF 29 GWJOB EnRad Laboratories @ Duke Energ y 13339 Hagers Ferry Road Huntersville , NC 28078-7929
a Dulce Radiological Data for Job: 08-APR-0002 r11Energys. 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 CNS GROUND WATER PROTECTION PROGRAM/ A-18 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 5.978E+00 0.000E+00 5.978 No limits specified COSS < 5.457E+00 0.000E+00 5.457 No limits specified FE59 < 1.207E+01 0.000E+00 12.07 No limits specified CO60 < 4 .528E+00 0.000E+00 4.528 No limits specified ZN65 < 9.819E+00 0.000E+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 BE? < 4 .586E+01 0.000E+00 45 .86 No limits specified K40 2.132E+02 4.454E+01 64 .89 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Reporting Level Activity - Error Calculated MDA 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 Oxygeh (mg/L) NA Station: OCONEE Sample#: 28002059 Location: BG-4 Collection Date: 4/8/2008 13:15:00 Type: CTP GWATER CNS GROUND WATER PROTECTION PROGRAM/ BG-4 GAMMAGW GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.449E+00 0.000E+00 4.449 No limits specified COSS < 4 .153E+00 0.000E+00 4 .153 No limits specified FE59 < 9.151E+00 0.000E+00 9.151 No limits specified CO60 < 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 0.000E+00 5.415 No limits specified ZR95 < 8.085E+00 0.000E+00 8.085 No limits specified 1131 < 6 .341E+00 0.000E+00 6.341 No limits specified CS134 < 3.908E+00 0.000E+00 3.908 No limits specified CS137 < 4.440E+00 0.000E+00 4.440 No limits specified BALA140 < 6.954E+00 0.000E+00 6 .954 No limits specified BE7 < 3.943E+01 0.000E+00 39.43 No limits specified K40 < 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
a Duke Radiological Data for Job: 08-APR-0002 C-#EnergySM 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 / BG-4 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting 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 GAMMAGW GAMMA GROUND WATER ANALYS IS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4 .086E+00 0.000E+00 4.086 No limits specified COSS < 4.477E+00 0.000E+00 4.477 No limits specified FE59 < 9.985E+00 0.000E+00 9.985 No limits specified CO60 < 4 .903E+00 0.000E+00 4 .903 No limits specified ZN65 < 9.678E+00 0.000E+00 9.678 No limits specified NB95 < 4 .569E+00 0.000E+00 4 .569 No limits specified ZR95 < 8.154E+00 0.000E+00 8.154 No limits specified 1131 < 6.230E+00 0.000E+00 6 .230 No limits specified CS134 < 3.935E+00 0.000E+00 3.935 No limits specified CS137 < 4.663E+00 0.000E+00 4 .663 No limits specified BALA140 < 6 .878E+00 0 .000E+00 6.878 No limits specified BE7 < 4 .171E+01 0.000E+00 41 .71 No limits specified K40 4 .115E+01 2.59 1E+01 53 .01 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units : pCi/liter Activity - Error Calculated MDA Reporting Level 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0002 rt1Energys. Report Generated: 4/24/200816:31:40
- 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 Re12orting Level MN54 < 4 .255E+00 0.000E+00 4.255 No limits specified COSS < 3.250E+00 0.000E+00 3.250 No limits specified FE59 < 9.645E+00 0.000E+00 9.645 No limits specified CO60 < 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 0.000E+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 < 4.153E+00 0.000E+00 4 .153 No limits specified BALA140 < 6 .638E+00 0.000E+00 6.638 No limits specified BE7 < 3.851E+01 0.000E+00 38 .51 No limits specified K40 2 .040E+02 2.923E+01 44.79 No limits specified H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Re12orting Level H3 < -2.16E+01 147 No limits specified Field Parameters Elevation (ft (ms/)) 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 GAMMA GROUND WATER ANALYSIS Units: pCi/liter Activity - Error Calculated MDA Reporting Level MN54 < 4.108E+00 0.000E+00 4.108 No limits specified COSB < 4.120E+00 0.000E+00 4 .120 No limits specified J
FE59 < 9.520E+00 0.000E+00 9.520 No limits specified CO60 < 4.312E+00 0.000E+00 4 .312 No limits specified ZN65 < 9.341E+00 0.000E+00 9.341 No limits specified NB95 < 5.428E+00 0.000E+00 5.428 No limits specified ZR95 < 7.456E+00 0.000E+00 7.456 No limits specified 1131 < 5.158E+00 0.000E+00 5.158 No limits specified CS134 < 4 .046E+00 0.000E+00 4 .046 No limits specified CS137 < 4 .251E+00 0.000E+00 4.251 No limits specified BALA140 < 6.927E+00 0.000E+00 6.927 No limits specified BE7 < 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
A Duke Radiological Data for Job: 08-APR-0002 r4'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 TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Duke Radiological Data for Job: 08-APR-0013 r" EnergySM 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/ CB-135 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Reporting Level Activity - Error Calculated MDA H3 < 1.37E+02 156 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond . (field) microm hos/cm 91 .2 pH (field) SU 5.93 Oxidation Reduction Potential (OR P)(mV) NA Temp Celcius (deg rees 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: H3INVESTIGATION ONS GROUND WATER PROTECTION PROJECT/ CB-147 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level H3 2.820 E+03 8.370E+01 155 No limits specified Field Parameters Elevation (ft (msl)) NA Spec. Cond. (field) micromhos/cm 193.9 pH (field) SU 6.4 8 Oxidation Reduction Potential (ORP)(mV) NA Temp Celcius (deg rees 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/ CB-97 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 Red uction Potential (ORP)(mV) NA Temp Celcius (degrees C) NA Turbid ity (field) NTU NA Dissolved Oxygen (mg/L) NA
- PAGE 1 OF 3 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville, NC 28078-7929
a Dulce Radiological Data for Job: 08-APR-0013 r, EnergySM Report Generated : 4/14/2008 11 :47:40 Station : OCONEE Sample#: 28002248
- Location: NA Collection Date: 4/9/2008 09:10:00 Type: H3INVESTIGATION ONS GROUND WATER PROTECTION PROJECT/ CB-131 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting 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: H3INVESTIGATION ONS GROUND WATER PROTECTION PROJECT/ CB-146 H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 (OR P)(mV) NA Temp Celcius (degrees C) NA Turbid ity (field) NTU NA Dissolved Oxygen (mg/L) NA Station: OCONEE Sample#: 28002250 Location: NA Collection Date: 4/9/2008 09:30:00 Type: H3INVESTIGATION ONS GROUND WATER PROTECTION PROJECT/ 48" CULVERT H3GW TRITIUM ANALYSIS OF GROUND WATER Units: pCi/liter Activity - Error Calculated MDA Reporting 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 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Road Huntersville , NC 2807 8-7929
a Duke Radiological Data for Job: 0B-APR-0013 r4'EnergySM Report Generated : 4/ 14/2 008 11:47:40
- Station : OCONEE Sample#: 28002285 Location : NA Type : H3INVESTIGATION CNS GROUND WATER PROTECTION PROGRAM/ CB-100 UNAVAIL UNAVAILABLE SAMPLE (NO TESTS PERFORMED)
Units: pCi/liter Activity - Error Calculated MDA Reporting Level 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 30F 3 GWJOB EnRad Laboratories @ Duke Energy 13339 Hagers Ferry Roa d Huntersville , NC 28078-7929
a Dulce 08-MA Y-0001, 08-MA Y-0009, 08-MA Y-0012 r11 EnergySM Repo rt Generated: 5/13/2008 07:16:35
- STATI ON : OCONEE Sample#: 28002642 LOCATION : NA TYPE: H3INVESTIGATION 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 MNS4 < 4 .19SE+OO O.OOOE+OO pCiA COSS < S.09SE+OO O.OOOE+OO pCiA FES9 < S.290E+OO O.OOOE+OO pCiA COBO < S.300E+OO O.OOOE+OO pCiA ZNBS < 9.B7 1E+OO O.OOOE+OO pCiA NB9S < 4.743E+OO O.OOOE+OO pCiA ZR9S < 1.013E+01 0.000E+OO pCiA 1131 < S.SS9E+OO O.OOOE+OO pCiA CS134 < 4.43BE+OO O.OOOE+OO pCiA CS 137 < B.072E+OO O.OOOE+OO pCiA BALA140 < B.S92E+OO O.OOOE+OO pCiA BE7 < 4.S1SE+01 O.OOOE+OO pCiA K40 2 .37SE+02 3.4B9E+01 pCiA
- H3GW STATION : OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity - Error 7.9SOE+03 1.340E+02 pCiA Sample#: 28002643 LOCATION : NA TYPE: H3INVESTIGATION 04/29/08 16:25:00 to 04/29/08 16:25:00 ONS GEOPROBE WELL - GP-10 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MNS4 < 3.SBBE+OO O.OOOE+OO pCiA COSS < 3.7BSE+OO O.OOOE+OO pCiA FES9 < S.1S3E+OO O.OOOE+OO pCiA COBO < 4 .114E+OO 0.000E+OO pCiA ZNBS < 9.S09E +OO O.OOOE+OO pCiA NB9S < 4.9BSE+OO O.OOOE+OO pCiA ZR9S < B.432E+OO O.OOOE+OO pCiA 1131 < S.99BE+OO O.OOOE+OO pCiA CS134 < 3 .B03E+OO 0.000E+OO pC iA CS137 < 3 .BSSE+OO O.OOOE+OO pCiA BALA140 < S.SSSE +OO O.OOOE+OO pC iA BE? < 3 .2SSE+01 O.OOOE+OO pCiA K40 1.S02E+02 2.93SE+01 pC iA PAGE 1 OF 10
a Duke 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 r4'Energy$# Report Generated: 5/13/2008 07:16:35
- 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-10 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 8 .871 E+03 1.390E+02 pCiA 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 0.000E+00 pCiA CO58 < 4.084E+00 0.000E+00 pCiA FE59 < 6 .764E +00 0.000E+00 pCiA CO60 < 3.988E+00 0.000E+00 pCiA ZN65 < 7 .930E+00 0.000E+00 pCiA
- NB95 ZR95 1131 CS134 CS137
< 4.415E+00
< 6.075E+00
< 5.367E+00
< 4.139E+00
< 3.377E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCiA pCiA pCiA pCiA pCiA BALA140 < 6 .735E+00 0.000E+00 pCiA BE? < 3.305E+01 0.000E+00 pCiA K40 < 6.5 17E+01 0.000E+00 pCiA H3GW TR ITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.03E+02 pCiA 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 0.000E+00 pCiA CO58 < 3.979E+00 0.000E+00 pCiA FE59 < 6.296E+00 0.000E+00 pCiA CO60 < 3.733 E+00 0.000E+00 pCiA PAGE 2 OF 10
a Dulce 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 r-EnergySM Report Generated: 5/1 3/2008 07:16:35
- STATION : OCONEE Sample#: 28002645 LOCATION : NA TYPE: H3INVESTIGATION 04/30/08 11 :20 :00 to 04/30/08 11 :20:00 ONS GEOPROBE WELL - GP-12 GAMMAGW GAMMA GROUND WATER ANALYSIS Activitl'. - Error ZN 65 < 7.848E+00 0.000E+00 pCi/I NB95 < 4.965E+00 0.000E+00 pCin ZR95 < 7 .557E+00 0.000E+00 pCin 1131 < 6 .115E+00 0.000E+00 pCin CS134 < 4.11 4E+00 0.000E+00 pCin CS137 < 3.868E+00 0.000E+00 pCin BALA140 < 6.616E+00 0.000E+00 pCin BE7 < 3.499E+01 0.000E+00 pCin K40 1.567E+02 2.369 E+01 pC in H3GW TRITIUM ANALYSIS OF GROUND WATER Activitl'. - Error H3 < 3.80E+01 pCin
- STATION : OCONEE LOCATI ON : NA TYPE: H3INVESTIGATION 04/30/08 16:55:00 GAMMAGW to 04/30/08 16:55:00 GAMMA GROUND WATER ANALYSIS Sample#: 28002719 ONS GEOPROBE WELL - GP-13 Activitl'. - Error MN54 < 4.003E+00 0.000E+00 pCin cosa < 4.475E+00 0.000E+00 pCin FE59 < 1.077E+01 0.000E+00 pCin CO60 < 5.374E+00 0.000E+00 pCin ZN65 < 8.683E+00 0.000E+00 pCin NB95 < 5.430E+00 0.000E+00 pCin ZR95 < 8.968E+00 0.000E+00 pCin 113 1 < 8.338E+00 0.000E+00 pCin CS134 < 4.782E+00 0.000E+00 pCin CS1 37 < 4.902E+00 0.000E+00 pCin BALA140 < 8.634E+00 0.000E+00 pCin BE7 < 4.032E+01 0.000E+00 pCin K40 7.215E+01 2.199E+01 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activitl'. - Error H3 < -2 .45E+01 pCin PAGE 3 OF 10
a Duke 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 r,Energys- Report Generated: 5/13/2008 07:16:35
- STATION: OCONEE Sample#: 28002720 LOCATION : NA TYPE: H3INVESTIGATION 05/01 /08 09:55: 00 to 05/01/08 09:55:00 ONS GEOPROBE WELL- GP-14 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 3.562E+00 0.000E+00 pCin CO58 < 3.840E+00 0.000E+00 pCin FE59 < 7.317E+00 0.000E+00 pCin CO60 < 3.978E+00 0.000E+00 pCin ZN65 < 8.080 E+00 0.000E+00 pCin NB95 < 4.167E+00 0.000E+00 pCin ZR95 < 7.212E+00 0.000E+00 pCin 1131 < 6 .589E+00 0.000E+00 pCin CS134 < 3.214E+00 0.000E+00 pCin CS137 < 3.118E+00 0.000E+00 pCin BALA140 < 4.929E+00 0.000E+00 pCin BE? < 3.096E+01 0.000E+00 pC in K40 1.487E+02 2.194E+01 pCin
- H3GW STATI ON: OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity - Error
< 4.92E+01 pC in Sample#: 28002721 LOCATION: NA TYPE: H3INVESTIGATION 05/01 /08 11 :20 :00 to 05/01/08 11 :20:00 ONS GEOPROBE WELL - GP-15 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 3.498E+00 0.000E+00 pC in CO58 < 3.872E+00 0.000E+00 pCin FE59 < 7.668E+00 0.000E+00 pC in CO60 < 3.902E+00 0.000E+00 pCin ZN65 < 8.413E+00 0.000E+00 pCin NB95 < 4.50 1E+00 0.000E+00 pCin ZR95 < 7.017E+00 0.000E+00 pCin 1131 < 5.295E+00 0.000E+00 pCin CS134 < 3.405E+00 0.000E+00 pCin CS137 < 3.107E+00 0.000 E+00 pCin
- PAGE 4 OF 10 BALA140 BE?
K40
< 5.772E+00
< 3.094E+01 7.482E+01 0.000 E+00 0.000E+00 2.315E+01 pCin pCin pCin
a Duke OB-MA Y-OOO1, OB-MA Y-OOO9, OB-MA Y-OO12 r-EnergySM Report Generated: 5/13/2008 07:16:35
- STATION : OCONEE Sample#: 28002721 LOCATION : NA TYPE: H3INVESTIGATION 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 pCin STATION : OCONEE Sample#: 28002722 LOCATION: NA TYPE: H3INVESTIGATION 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 MNS4 < 4.S11E+00 0.000E+00 pCin COSS < 4.S49E+00 0.000E+00 pCin FES9 < 1.010E+01 0.000E+00 pCin CO60 < 4.332E+00 0.000E+00 pCin ZN6S < 9.S02E+00 0.000E+00 pCin
- NB9S ZR9S 1131 CS134 CS137
< 4.7S9E+00
< S.S64E+00
< 7.020E+00
< 3.SS9E+00
< 4.7S4E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCin pCin pCin pCin pCin BALA140 < S.446E+00 0.000E+00 pCin BE7 < 4.473E+01 0.000E+00 pCin K40 2.647E+02 2.791E+01 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.420E+04 1.720E+02 pCin STATION : OCONEE Sample#: 28002723 LOCATION : NA TYPE: H3INVESTIGATION 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 MNS4 < 4.219E+00 0.000E+00 pCin COSS < 4.237E+00 0.000E+00 pCin FES9 < S.330E+00 0.000E+00 pCin CO60 < 4 .741 E+00 0.000E+00 pCin PAGE 5 OF 10
a Duke 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 r,Energy,_ Report Generated: 5/13/2008 07:16:35
- STATION : OCONEE Sample#: 28002723 LOCATION : NA TYPE: H3INVESTIGATION 05/05/08 10:05:00 to 05/05/08 10:05:00 ONS GEOPROBE WELL - GP-6 GAMMAGW GAMMA GROUND WATER ANALYSIS Activit~ - Error ZN65 < 9.647E+00 0.000E+00 pCiA NB95 < 5.992E+00 0.000E+00 pCiA ZR95 < 7.662E+00 0.000E+00 pCiA 1131 < 5.576E+00 0.000E+00 pCiA CS134 < 4.349E+00 0.000E+00 pC i/I CS137 < 4.282E+00 0.000E+00 pCiA BALA140 < 6.595E+00 0.000E+00 pCiA BE? < 3.757E+01 0.000E+00 pCiA K40 1.806E+02 2.847E+01 pCi/I H3GW TRITIUM ANALYSIS OF GROUND WATER Activit~ - Error H3 8.580E+02 6.700E+01 pCiA
- STATION : OCONEE LOCATION : NA TYPE: H3INVESTIGATION 05/05/08 15:10:00 GAMMAGW to 05/05/08 15: 10:00 GAMMA GROUND WATER ANALYSIS Sample#: 28002763 ONS GEOPROBE WELL - GP-1 Activit~ - Error MN54 < 2.833E+00 0.000E+00 pCiA CO58 < 3.0BB E+00 0.000E+00 pCiA FE59 < 6.257E+00 0.000E+00 pCiA CO60 < 3.479E+00 0.000E+00 pCiA ZN65 < 7 .976E+00 0.000E+00 pCiA NB95 < 4.053E+00 0.000E+00 pCiA ZR95 < 5.171E+00 0.000E+00 pCiA 1131 < 4.929E+00 0.000E+00 pCiA CS134 < 3.211E+00 0.000E+00 pCiA CS137 < 4.164E+00 0.000E+00 pCiA BALA140 < 4.430E+00 0.000E+00 pC iA BE? < 3.079E+01 0.000E+00 pCiA K40 9.060E+01 1.987E+01 pCiA H3GW TRITIUM ANALYSIS OF GROUND WATER Activit~ - Error H3 < 8.90E+01 pCiA PAGE 6 OF 10
a Duke 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 rt1 Energys. Report Generated: 5/13/2008 07:16:35
- STATION : OCONEE Sample#: 28002764 LOCATION : NA TYPE: H3INVESTIGATION 05/05/08 16:50:00 to 05/05/08 16:50:00 ONS GEOPROBE WELL - GP-2 GAM MAGW GAMMA GROUND WATER ANALYSIS Activity - Error MNS4 < 3.234E+00 0.000E+00 pCiA COSS < 3.S60E+00 0.000E+00 pCin FES9 < 6.467E+00 0.000E+00 pCin CO60 < 4.402E+00 0.000E+00 pCin ZN6S < 9.S74E+00 0.000E+00 pCiA NB95 < 3.721E+00 0.000E+00 pC in ZR9S < 6 .730E+00 0.000E+00 pCin 1131 < S.S14E+00 0.000E+00 pCin CS134 < 3.S72E+00 0.000E+00 pCiA CS137 < 3.S23E+00 0.000E+00 pCin BALA140 < S.691E+00 0.000E+00 pCin BE7 < 3.297E+01 0.000E+00 pCin K40 1.393E+02 2 .631E+01 pCiA
- H3GW STATION : OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity - Error 2.S10E+02 5.750E+01 pCin Sample#: 28002765 LOCATION : NA TYPE : H3INVESTIGATION 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 MNS4 < 4 .S25E+00 0.000E+00 pCin COSS < 3 .9S2E+00 0.000E+00 pCiA FES9 < S.597E+00 0.000E+00 pCin CO60 < 5.436E+00 0.000E+00 pCin ZN65 < 9.892E+00 0.000E+00 pCin NB9S < 4 .755E+00 0.000E+00 pCin ZR95 < 9.242E+00 0.000E+00 pCiA 1131 < 6 .331E+00 0.000E+00 pCin CS134 < 4 .11SE+00 0.000E+00 pCiA CS137 < 4 .953E +00 0.000E +00 pCin BALA140 < 6 .S76E+00 0.000E+00 pCin BE7 < 4 .233E+01 0.000E+00 pCin K40 4.405E+02 3.91SE+01 pCin PAGE 7 OF 10
A Duke 08-MAY-0001, 08-MAY-0009, 08-MAY-0012 r,EnergySM 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 7.0S0E+01 pCin STATION : OCONEE Sample#: 28002766 LOCATION : NA TYPE: H31NVESTIGATION 05/05/08 13:40:00 to 05/05/08 13:40:00 ONS GEOPROBE WELL - GP-4 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MNS4 < 3.97SE+00 0.000E+00 pCin COSS < 4.790E+00 0.000E+00 pCin FES9 < 1.047E+01 0.000E+00 pC in C060 < S.SS9E+00 0.000E+00 pCin ZN6S < 9.667E+00 0.000E+00 pCin
- NB9S ZR9S 1131 CS134 CS137
< 4.S92E+00
< S.1S3E+00
< 6 .889E+00
< 4 .9SSE+00
< 4 .1S2E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCin pC in pCin pCin pCin BALA140 < 6 .317E+00 0.000E+00 pCin BE? < 4.SS2E+01 0.000E+00 pCin K40 2.34 1E+02 3 .2 19E+01 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < 1.41E+02 pCin 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 MNS4 < 4 .914E+00 0 .000E+00 pCin COSS < 4.7S3E+00 0.000E+00 pCin FES9 < S.962E+00 0.000E+00 pCin CO60 < 4.S19E+00 0.000E+00 pCin PAGE 8 OF 10
OB-MA Y-OOO1, OB-MA Y-OOO9, OB-MA Y-OO12 Report Generated : 5/13/2008 07:16:35 STATION: OCONEE Sample#: 28002767
- LOCATI ON: NA TYPE : H3INVESTIGATION 05/06/08 15:10:00 to 05/06/08 15: 10:00 ONS GEOPROBE WELL - GP-5 GAMMAGW GAMMA GROUND WATER ANALYS IS Activity - Error ZN65 < 9.709E+00 0.000E+00 pCiA NB95 < 4.536E+00 0.000E+00 pCiA ZR95 < 6.849E+00 0.000E+00 pCiA 1131 < 6.368E+00 0.000E+00 pCiA CS134 < 5.511E+00 0.000E+00 pCiA CS137 < 4.156E+00 0.000E+00 pCiA BALA140 < 5.254E +00 0.000E+00 pCiA BE7 < 4.185E +0 1 0.000E+00 pCiA K40 2.650E+02 3.673E+01 pCiA H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.300E+03 7.120E+01 pCiA
- STATIO N: OCON EE LOCATI ON : NA TYPE: H3I NVESTIGATION 05/06/08 16:35:00 GAMMAGW to 05/06/08 16:35:00 GAMMA GROUND WATER ANALYSIS Sample#: 28002768 ONS GEOPROBE WELL - GP-7 Activity - Error MN54 < 3.434E+00 0.000E+00 pCiA CO58 < 4.416E+00 0.000E+00 pCiA FE59 < 8.795E+00 0.000E+00 pC iA COBO < 4.359E+00 0.000E+00 pCin ZN65 < 8.831E+00 0.000E +00 pCiA NB95 < 6 .130E+00 0.000E+00 pCiA ZR95 < 7.674E+00 0.000E+00 pCiA 1131 < 6.497E +00 0.000E+00 pC iA CS134 < 4.580E+00 0.000E+00 pCiA CS137 < 4.630E+00 0.000E+00 pCiA BALA140 < 7.229E+00 0.000E+00 pCiA BE7 < 4.074E+01 0.000E+00 pCiA K40 7.843 E+01 3.081E+01 pCiA
- PAGE 9 OF 10
a Duke 08-MA Y-0001, OB-MA Y-0009, OB-MA Y-0012 r-EnergySM Report 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 8.940 E+03 1.370E+02 pCin
- PAGE 10 OF 10
APPENDIX I
a Dulce Radiological Data for Job: OB-MA Y-0056 rt1Energys. Report Generated: 6/3/2008 06 :09:03
- STATI ON: OCONEE Sample#: 28003148 LOCATION: NA TYPE: H3INVESTIGATION 05/21/08 13:38:00 to 05/21/08 13:38:00 ONS GROUND WATER PROJECT - CATCH BASIN - CB 130 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.599E+00 0.000E+00 pC iA CO58 < 3.601E+00 0.000E+00 pCiA FE59 < 6 .941E+00 0.000E+00 pCiA CO60 < 4.741E+00 0.000E+00 pCiA ZN65 < 7 .613E+00 0.000E+00 pCi/I NB95 < 3.835E+00 0.000E+00 pCiA ZR95 < 5.090E+00 0.000E+00 pCiA 1131 < 4.541E+00 0.000E+00 pCiA CS134 < 3.748E+00 0.000E+00 pCiA CS137 < 3.593E+00 0.000E+00 pCiA BALA140 < 3.361E+00 0.000E+00 pCiA BE7 < 3.198E+01 0.000E+00 pCiA K40 < 6 .386 E+01 0.000E+ 00 pCiA
- H3GW STATION: OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity - Error
< 1.53E+02 pC iA 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 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 3.338E+00 0.000E+00 pCiA CO58 < 2.652E+00 0.000E+00 pCiA FE59 < 5.656E +00 0.000E+00 pCiA CO60 < 2.851E +00 0.000E+00 pCiA ZN65 < 6.664E+00 0.000E+00 pCiA NB95 < 3.385E+00 0.000E+00 pCiA ZR95 < 5.528E+00 0.000E+00 pCiA 1131 < 3.284 E+00 0.000E+00 pCiA CS134 < 2.732E+00 0.000E+00 pCiA CS137 < 3.377E+00 0.000E+00 pCiA BALA140 < 3.024E+00 0.000E+00 pCiA BE7 < 2.347E+01 0.000E+00 pC iA K40 1.156E+02 1.645E+01 pCiA PAGE 1 OF 2
a Duke Radiological Data for Job: OB-MA Y-0056 rt1EnergySM Report Generated : 6/3/2008 06:09:03
- 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 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 < -4.02E+01 pCin
- PAGE 2 OF 2
a Dulce Radiological Data for Job: OB-MA Y-0062 r#EnergySM Report Generated: 6/3/2008 06:17: 12 STATION: OCONEE Sample#: 28003181
- LOCATI ON: NA TYPE: H3INVESTIGATION 05/22/08 10:36:00 to 05/22/08 10:36: 00 ONS GROUND WATER PROJECT I CATCH BASIN - CB 135 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 5.166E+00 0.000E+00 pCin CO58 < 5.487E+00 0.000E+00 pCiA FE59 < 1.078E+01 0.000E+00 pCiA CO60 < 4.411E+00 0.000E+00 pCin ZN65 < 9.348E+00 0.000E+00 pCiA NB95 < 5.750E+00 0.000E+00 pCiA ZR95 < 8.973E+00 0.000E+00 pCin 1131 < 8.77 1E+00 0.000E+00 pCin CS134 < 4.729E+00 0.000E+00 pCiA CS137 < 4.642E+00 0.000E+00 pCiA BALA140 < 6.683E+00 0.000E+00 pCin BE7 < 5.088E+01 0.000E+00 pCiA K40 2.727E+02 3.191E+01 pCiA
- H3GW STATION : OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity - Error
< 4.43E+01 pCin Sample#: 28003182 LOCATION : NA TYPE: H3INVESTIGATION 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 0.000E+00 pCiA CO58 < 5.058E+00 0.000E+00 pCin FE59 < 1.060E+01 0.000E+00 pC in CO60 < 5.511E+00 0.000E+00 pCiA ZN65 < 9.250E+00 0.000E+00 pCin NB95 < 4.274E+00 0.000 E+00 pCin ZR95 < 8.437E+00 0.000E+00 pCin 1131 < 6.525E+00 0.000E+00 pC iA CS134 < 4.442E+00 0.000E+00 pCin CS137 < 5.194E+00 0.000E+00 pCin
- PAGE 1 OF 2 BALA140 BE7 K40
< 8.450E+00
< 2.817E+01
< 6.395E+01 0.000E+00 0.000E+00 0.000E +00 pCin pCiA pCin
a Duke Radiological Data for Job: 08-MA Y-0062 rt1EnergySM Report Generated: 6/3/2008 06:17:12
- STATION: OCONEE Sample#: 28003182 LOCATION : NA TYPE: H31 NVESTIGATION 05/22/08 10:46:00 to 05/22/08 10:46:00 ONS GROUND WATER PROJECT I CATCH BASIN - CB 146 H3GW TRITIUM ANALYS IS OF GROUND WATER Activity - Error H3 8.910E+02 6.200E+01 pCiA STATION : OCONEE Sample#: 28003183 LOCATION : NA TYPE: H31NVESTIGATION 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 0.000E+00 pCiA CO58 < 3.011E+00 0.000E+00 pCiA FE59 < 6.754E+00 0.000E+00 pCiA CO60 < 3.797 E+00 0.000E+00 pCiA ZN65 < 8.094E+00 0.000E+00 pCiA
- NB95 ZR95 1131 CS1 34 CS137
< 3.421 E+00
< 5.750E+00
< 5.163E+00
< 3.524E+00
< 3.266E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCiA pCiA pCin pCiA pCiA BALA140 < 4.100E+00 0.000E+00 pCiA BE7 < 2.872E+01 0.000E+00 pCiA K40 8.115E+01 1.686E+01 pC iA H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.280E+03 6.850E+01 pCiA
- PAGE 2 OF 2
a Duke Radiological Data for Job: OB-MA Y-0057 rt1Energys- Report Generated: 6/3/2008 06:51 :25
- STATION: OCON EE Sample#: 28003150 LOCATI ON: NA TYPE: H3INVESTIGATION 05/21/08 08:40:00 to 05/2 1/08 08:40:00 ONS GROUND WATER PROJECT - GEOPROBE - GP-1 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity: - Error MNS4 < 3.460E+00 0.000E+00 pCiA COSS < 3.371E+00 0.000E+00 pCiA FESS < 7.629E+00 0.000E+00 pCiA CO60 < 3.S03E+00 0.000E+00 pCiA ZN6S < 7 .774E+00 0.000E+00 pCiA NB9S < S.330E+00 0.000E+00 pCiA ZR9S < 6 .S41E+00 0.000E+00 pCiA 1131 < 4.S34E+00 0.000E+00 pCiA CS134 < 3.727E+00 0.000E+00 pCiA CS137 < 3.79SE +00 0.000E +00 pCiA BALA140 < 4.00SE+00 0.000E+00 pCiA BE7 < 3.273E+01 0.000E+00 pCiA K40 S.2S 1E+01 2.990E+01 pCiA
- H3GW STATION: OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity: - Error
< 1.26E+02 pCiA Sample#: 28003151 LOCATION : NA TYPE: H3INVESTIGATION 05/21/08 09:30:00 to 05/2 1/08 09:30:00 ONS GROUND WATER PROJECT - GEOPROBE - GP-2 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity: - Error MNS4 < 3.6SSE+00 0.000E+00 pCin COSS < 3.693E+00 0.000E+00 pCin FES9 < 7.120E+00 0.000E+00 pCiA CO60 < 4.307E+00 0.000E+00 pCiA ZN6S < 9.113E+00 0.000E+00 pCin NB9S < 4.299E+00 0.000E+00 pCiA ZR9S < 6.S22E+00 0.000E+00 pCiA 1131 < 4.S37 E+00 0.000E+00 pCiA CS134 < 3.717E+00 0.000E+00 pCiA CS137 < 3.447E+00 0.000E+00 pCiA
- PAGE 1 OF 8 BALA140 BE7 K40
< S.S26E+00
< 3.179E+01 S.902E+01 0.000E+00 0.000E+00 2.706E+01 pCin pCin pCiA
a Dulce Radiological Data for Job: OB-MA Y-0057 r6Energy$M 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 S.S90E+01 pCiA STATION : OCONEE Sample#: 28003152 LOCATION : NA TYPE: H31NVESTIGATION 05/21/08 10:30:00 to 05/21/08 10:30:00 ONS GROUND WATER PROJECT - GEOPROBE - GP-3 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MNS4 < 3 .S17 E+00 0.000E+00 pCiA COSS < 3.433 E+00 0.000E+00 pC iA FES9 < 6 .679 E+00 0.000 E+00 pCiA CO60 < 3 .960 E+00 0.000 E+00 pCiA ZN6S < S.693E+00 0.000E+00 pCiA
- NB9S ZR9S 1131 CS134 CS137
< 3 .741E +00
< 6 .2S9 E+00
< 3 .760E +00
< 3 .3S0E+00
< 2 .S97 E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCiA pCiA pCiA pCiA pCiA BALA140 < 4 .299 E+00 0.000E+00 pC i/1 BE7 < 2.6SSE+01 0.000E+00 pCiA K40 3.744E+01 1.S4SE +01 pCi/1 H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.31 0E+03 7.31 0 E+0 1 pCiA STATION: OCONEE Sample#: 28003153 LOCATION : NA TYPE: H31NVESTI GATION 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 MNS4 < 3.66SE+00 0.000E+00 pCiA COSS < 4 .1S9E+00 0.000E+00 pCiA FES9 < 9.301E+00 0.000E+00 pCiA CO60 < 4 .27SE+00 0.000E+00 pCiA PAGE 2 OF 8
a Dulce Radiological Data for Job: 08-MA Y-0057 r#Energysa Report Generated : 6/3/2008 06:51 :25 *
- STATION: OCONEE Sample#: 28003153 LOCATION : NA TYPE: H3INVESTIGATION 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 < 8.751 E+00 0.000E+00 pCin NB95 < 4.069E+00 0.000E+00 pCin ZR95 < 5.662E+00 0.000E+00 pCin 1131 < 4.348E+00 0.000E+00 pCin CS134 < 3.911E+00 0.000E+00 pC in CS137 < 3.659E+00 0.000E+00 pCin BALA140 < 5.581E+00 0.000E+00 pCin BE? < 2 .798E+01 0.000E+00 pCin K40 < 6 .943E+01 0.000E+00 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.770E+02 5.650E+01 pCin
- STATION : OCONEE LOCATION : NA TYPE: H3INVESTIGATION 05/21/0811 :35 :00 GAMMAGW to 05/21/08 11 :35: 00 GAMMA GROUND WATER ANALYSIS Sample#: 28003154 ONS GROUND WATER PROJECT - GEOPROBE - GP-5 Activity - Error MN54 < 3.925E+00 0.000E+00 pC in CO58 < 3.697E+00 0.000E+00 pCin FE59 < 6 .682E+00 0.000E+00 pC in CO60 < 4.157E+00 0 .000E+00 pCin ZN65 < 7 .B00E+00 0.000E+00 pCiA NB95 < 4.927E+00 0.000E+00 pCiA ZR95 < 6 .594E+00 0.000E+00 pCin 1131 < 4.866E+00 0.000E+00 pCiA CS134 < 3.817E+00 0.000E+00 pCin CS 137 < 3.670E+00 0.000E+00 pC iA BALA140 < 5.304E+00 0.000E+00 pCin BE? < 3.437 E+01 0.000E+00 pCin K40 < 6 .660E+01 0.000E+00 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.910E+03 8.060E+01 pCin PAGE 3 OF 8
a Duke Radiological Data for Job: 08-MA Y-0057 r#EnergySM Report Generated: 6/3/2008 06:51 :25 STATION: OCONEE Sample#: 28003155
- LOCATION : NA TYPE: H3INVESTI GATION 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 MNS4 < S.043E+00 0.000E+00 pCin COSS < 4 .S12E+00 0.000 E+00 pCiA FES9 < 9.S94E+00 0.000E+00 pCiA CO60 < 4 .9S4E+00 0.000E+00 pC iA ZN6S < 9.747E+00 0.000E+00 pCin NB9S < S.333E+00 0.000E+00 pCin ZR9S < 8 .134E+00 0.000E +00 pCin 113 1 < 6.4S3E+00 0.000 E+00 pCin CS134 < 4 .647E +00 0.000E+00 pCin CS137 < 4 .724E+00 0.000E+00 pCin BALA140 < 6 .7S7E+00 0.000E+00 pCin BE7 < 4 .0S1E+01 0.000E+00 pCiA K40 2.4S4E+02 3.614E+01 pCin
- H3GW STATION : OCONEE H3 TRITIUM ANALYS IS OF GROUND WATER Activity - Error 9.090E+02 6.740E+01 pCin Sample#: 28003156 LOCATION: NA TYPE: H3INVESTIGATION 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 MNS4 < 4 .237E+00 0.0 00E+00 pCin COSS < 4 .6S1E+00 0.000E+00 pCin FES9 < 9.072E+00 0.000 E+00 pCin CO60 < S.629E+00 0.000E+00 pCin ZN6S < 9.SSSE+00 0 .000E+00 pCin NB9S < S.9S9E+00 0.000E+00 pCin ZR9S < S.677E+00 0.000 E+00 pCiA 1131 < 6 .021E+00 0.000E+00 pCiA CS134 < 4 .242E+00 0.000E+00 pCin CS137 < 4 .S79 E+00 0.000E+00 pCiA
- PAG E 4 OF 8 BALA140 BE7 K40
< S.S6S E+00
< 4 .2S6 E+0 1 1.666 E+02 0.000E+00 0.000E+00 2.S97E+01 pC iA pCin pCin
a Duke Radiological Data for Job: 08-MA Y-0057 r11EnergySM Report Generated : 6/3/2008 06:51 :25
- STATION: OCONEE Sample#: 28003156 LOCATION: NA TYPE: H31 NVESTIGATION 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 pCin STAT ION : OCONEE Sample#: 28003157 LOCATI ON: NA TYPE: H31NVESTIGATION 05/21/08 14:26:00 to 05/21 /08 14:26:00 ONS GROUND WATER PROJECT - GEOPROl3E - GP-8 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Error MN54 < 4.473E+00 0.000E+00 pCin CO58 < 4.699E+00 0.000E+00 pCin FE59 < 9.500E+00 0.000E+00 pCin CO60 < 5.571E+00 0.000E+00 pCin ZN65 < 9.511E+00 0.000E+00 pCin
- NB95 ZR95 1131 CS1 34 CS1 37
< 4.428E+00
< 7.669E+00
< 4.908E+ 00
< 3.804E+00
< 4.086E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCin pCin pCiA pCiA pCiA BALA140 < 6 .739E+00 0.000E+00 pCin BE? < 3.446E+0 1 0.000E+00 pCiA K40 9.176E+0 1 1.900E+01 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 8.700E+03 1.360E+02 pCin STATION: OCONEE Sample#: 28003158 LOCATI ON : 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 0.000E+00 pCiA CO58 < 4.76 1E+00 0.000E+00 pCin FE59 < 1.084E+0 1 0.000E+00 pCin CO60 < 4.855E +00 0.000E +00 pCin PAG E 5 OF 8
a Duke Radiological Data for Job: OB-MA Y-0057 l-EnergySM
- Report Generated: 6/3/2 008 06:51 :25
- STATION : OCONEE Sample#: 28003158 LOCATION : NA TYPE: H31NVESTIGATION 05/21/08 15:10:00 to 05/21/0815:10:00 ONS GROUND WATER PROJECT - GEOPROBE - GP-9 GAMMAGW GAMMA GROUND WATER ANALYSIS Activity - Erro r ZN65 < 9.978E+00 0.000E+00 pCin NB95 < 6.419E+00 0.000E+00 pCin ZR95 < 7.923E+00 0.000E+00 pCin 1131 < 5.811E+00 0.000E+00 pCin CS134 < 4.891E+00 0.000E+00 pCin CS137 < 4.874E+00 0.000E+00 pCin BALA140 < 6.484E+00 0.000E+00 pCin BE7 < 4.159E+01 0.000E+00 pCiA K40 1.454E+02 2.834E+01 pCin H3GW TRITIUM ANALYS IS OF GROUND WATER Activity - Error H3 1.090E+04 1.490E+02 pCin
- STATI ON: OCONEE LOCATI ON : NA TYPE: H31NVESTIGATION 05/21/08 15:38:00 GAMMAGW to 05/21/08 15:38:00 GAMMA GROUND WATER ANALYSIS Sample#: 28003159 ONS GROUND WATER PROJECT - GEOPROBE - GP-10 Activity - Error MN54 < 3.207E+00 0.000E+00 pCiA CO58 < 3.603E+00 0.000E+00 pCin FE59 < 8.388E+00 0.000E+00 pC iA CO60 < 3.992E+00 0.000E+00 pCin ZN65 < 8.734E+00 0 .000E+00 pCin NB95 < 5.243E+00 0.000E+00 pCin ZR95 < 5.862E+00 0.000E+00 pCin 1131 < 6 .021E+00 0.000E+00 pCin CS134 < 3.520E+00 0.000E+00 pCin CS137 < 4.093E+00 0.000E+00 pCin BALA140 < 6.486E+00 0.000E+00 pC iA BE7 < 3.296E+01 0.000E+00 pCin K40 1.932E+02 2.674E+01 pCiA H3GW TRITIUM ANALYSIS OF GROUND WATER Activity - Error H3 1.400E+04 1.670E+02 pCin PAGE60F8
a Duke Radiological Data for Job: 08-MA Y-0057 r4'Energys- Report Generated : 6/3/2008 06:51 :25
- STATION : OCONEE Sample #: 28003160 LOCATION : NA TYPE: H3INVESTIGATION 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 MNS4 < 3 .7S2E+00 0.000E+00 pCiA COSS < 3 .762E+00 0.000E+00 pCiA FES9 < 7.397E+00 0.000E+00 pC iA CO60 < 4 .324E+00 0.000E+00 pCiA ZN6S < S.663E+00 0.000E+00 pCiA NB9S < 4.0S2E+00 0.000E+00 pCiA ZR9S < 6 .300E+00 0.000E+00 pCiA 1131 < 4.449E+00 0.000E+00 pCiA CS134 < 3.401 E+00 0.000E+00 pCiA CS137 < 3 .232E+00 0.000E+00 pCiA BALA140 < 4.3S6E+00 0.000E+00 pCiA BE7 < 2.S0SE+01 0.000E+00 pCiA K40 1.247E+02 1.S62E+01 pCiA
- H3GW STATI ON: OCONEE H3 T RITIUM ANALYSI S OF GROUND WATER Activity - Error
< 2.92E+01 pCiA Sample # : 28003161 LOCATION : NA TYPE: H3INVESTIGATION 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 MNS4 < 4.231E+00 0.000E+00 pCiA COSS < 4 .6S0E+00 0.000E+00 pCiA FES9 < S.140E+00 0.000E+00 pCiA CO60 < 4.72S E+00 0.000E+00 pCiA ZN6S < 9.2S2E+00 0.000E+00 pCiA NB9S < 4 .9S7E +00 0.000E+00 pCiA ZR9S < 7.446E+00 0.000E+00 pCiA 1131 < S.6SSE+00 0 .000E+00 pCiA CS134 < 3.7S1E+00 0.000E+00 pCiA CS137 < 4.201E+00 0.000E+00 pCiA BALA140 < 6 .1S4E+00 0.000E+00 pCiA BE7 < 3.771E+01 0.000E+00 pCiA K40 6 .603E+01 2.033E+01 pCiA PAGE 7 OF 8
a Duke r, EnergySM Radiological Data for Job: 08-MA Y-0057 Report Generated: 6/3/2008 06:51 :25
- STATION: OCONEE Sample#: 28003161 LOCATION : NA TYPE: H3I NVESTIGATION 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~
- PAGE 8 OF 8
a Duke Radiological Data for Job: 08-MA Y-0063 r,EnergySM Report Generated : 6/3/2008 08:29:54 STATION: OCONEE Sample#: 28003184
- LOCATION : NA TYPE: H3INVESTIGATION 05/22/08 08:10:00 to 05/22/08 08:10:00 ONS GROUND WATER PROJECT - GEOPROBE - GP-15 GAM MAGW GAMMA GROUND WATER ANALYSIS Acti vity - Error MNS4 < 4.060E+00 0.000E+00 pCin COSS < 3.7 10E+00 0.000E+00 pC iA FES9 < S.646E+00 0.000E+00 pCiA CO60 < S.139E+00 0.000E+00 pCiA ZN6S < 9.477E+00 0.000E +00 pCiA N89S < 4.S33E+00 0.000E+00 pCiA ZR9S < S.69SE+00 0.000E+00 pCiA 1131 < S.S72E+00 0.000E+00 pCin CS134 < 3.412E+00 0.000E+00 pCiA CS 137 < 2.791E+00 0.000E+00 pCin BALA140 < 7.033E+00 0.000E+00 pCiA BE7 < 2.S21E+01 0.000E+00 pCiA K40 4 .2 16E+01 2.3S4E+01 pCiA
- H3GW TRITIUM ANALYS IS OF GROUND WATER Activity - Error H3 < S.76E+01 pCin STAT ION : OCONEE Sample#: 28003185 LOCATION : NA TYPE: H3INVESTIGATION 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 MNS4 < 4.441E+00 0.000E+00 pCin COSS < 4 .2S1E+00 0.000E+00 pCiA FES9 < S.4S6E+00 0.000E+00 pCiA CO60 < 4 .906E+00 0.000E+00 pCin ZN6S < 9.S36E+00 0.000E+00 pCin N89S < S.SS2E+00 0.000E+00 pCiA ZR9S < 6 .322E+00 0.000E+00 pCiA 1131 < 6 .S10E+00 0.000E+00 pCiA CS134 < 3 .931E+00 0.000E+00 pCiA CS137 < 4 .339E+00 0.000E+00 pCin
- PAGE 1 OF 5 BALA140 BE7 K40
< 4 .617E+00
< 3 .6S7E+01 1.31SE+02 0.000E+00 0.000E+00 3.346E+01 pCiA pCin pCin
a Duke Radiological Data for Job: OB-MA Y-0063 rt1EnergySM 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 pCin STATI ON: 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 0.000E+00 pCin CO58 < 5.820E+00 0.000E+00 pCin FE59 < 8.306E+00 0.000E+00 pCin CO60 < 5.629E+00 0.000E+00 pCin ZN65 < 9.353E+00 0.000E+00 pCin
- NB95 ZR95 1131 CS134 CS137
< 6 .132E+00
< 8.821 E+00
< 8.784E+00
< 5.722E+00
< 5.724E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 pCin pCin pCin pCin pCin BALA140 < 7 .986E+00 0.000E+00 pCin BE? < 4.399E+01 0.000E+00 pCin K40 7 .312E+01 3.656E+01 pCin H3GW TRITIUM ANALYS IS OF GROUND WATER Activity - Error H3 < 2.69E+01 pCin 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 0.000E+00 pCin CO58 < 3.471E+00 0.000E+00 pCin FE59 < 7.036E+00 0.000E+00 pCin CO60 < 5.696E+00 0.000E+00 pCin PAGE 2 OF 5
a Duke Radiological Data for Job: OB-MA Y-0063
~-EnergySM 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 Activitl'. - Error ZN65 < 9.653E+0O 0.OO0E+0O pC in NB95 < 5.151E+0O 0.000E+0O pCin ZR95 < 7 .259E+00 0.000E+00 pCin 1131 < 6.278E+0O 0.000E+00 pCin CS134 < 3.907E+00 0.000E+00 pCin CS137 < 4.222E+00 0.000E+00 pCin BALA140 < 6.809E+00 0.000E+00 pCin BE7 < 3.728E+01 0.000E+00 pCin K40 1.726E+01 1.541E+01 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activitl'. - Error H3 1.060E+04 1.440E+02 pCin
- STATION : OCONEE LOCATION : GM-7R TYPE: GROUN D WATER 05/22/08 13:40 :00 GAMMAGW to 05/22/08 13:40:00 GAMMA GROUND WATER ANALYSIS Sample #: 28003395 ONS GROUND WATER PROJECT - GM-7R Activitl'. - Error MN54 < 4.911E+00 0.000E+00 pCin CO58 < 4.839E+00 0.000E+00 pCin FE59 < 7 .397E+00 0.000E+00 pCin CO60 < 5.189E+00 0.000E+00 pCin ZN65 < 9.096E+00 0.000E+00 pCin NB95 < 6.049E+00 0.000E+00 pCin ZR95 < 8.145E+00 0.000E+00 pCin 1131 < 8.216E+00 0.000E+00 pCin CS134 < 4.852E+00 0.000E+00 pCin CS137 < 4.156E+00 0.000E+00 pCin BALA140 < 8.282E+00 0.000E+00 pCin BE7 < 4.379E+01 0.000E+00 pCin K40 1.995E+02 3.833E+01 pCin H3GW TRITIUM ANALYSIS OF GROUND WATER Activitl'. - Error H3 3.951E+03 9.680E+01 pCin PAGE 3 OF 5
a Dulce Radiological Data for Job: OB-MA Y-0063 r11 EnergySM 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 MNS4 < 4 .S21E+00 0.000E+00 pCin COSS < 4.470E+00 0.000E+00 pCin FES9 < 7.302E+00 0.000E+00 pCin CO60 < 4.791E+00 0.000E+00 pCin ZN6S < S.S2SE+00 0.000 E+00 pCin NB9S < S.2SSE+00 0.000E+00 pCin ZR9S < 7 .393E +00 0.000E+00 pCin 1131 < 7 .10SE+00 0.000E+00 pCin CS134 < 3.S44E+00 0.000E+00 pCin CS137 < 3.743 E+00 0.000E+00 pCin BALA140 < S.961E+00 0.000E+00 pCin BE7 < 3.SS7E+01 0.000E+00 pCin K40 1.992E+02 2 .996E+01 pCin
- H3GW STATION : OCONEE H3 TRITIUM ANALYSIS OF GROUND WATER Activity - Error
< 6 .7SE+01 pCin 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 MNS4 < 4.S16E+00 0.000E+00 pCin COSS < 4 .76SE+00 0.000E+00 pCin FES9 < S.S94E+00 0.000E+00 pC in CO60 < 4 .699E+00 0.000E+00 pCin ZN6S < 9.476E+00 0.000E+00 pCin NB9S < 6 .S3SE+00 0.000E+00 pCin ZR9S < S.43SE+0O 0.000E+00 pCin 1131 < 7 .133E+00 0.000E+00 pCin CS134 < 4 .SS4E+00 0.000E+00 pCin CS137 < 4 .3S1E+00 0 .000E+00 pCin BALA140 < 6 .993E+00 0.000E+00 pCin BE7 < 3.S0SE+01 0.000E+00 pCin K40 1.40SE+02 3 .SS6E+01 pCin PAGE 40F 5
a Dulce Radiological Data for Job: OB-MA Y-0063 rt1 EnergySM 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 TRITIU M ANALYS IS OF GRO UND WATER Activity - Error H3 < 1.71E+01 pCin
- 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 Top of Casing Elevation=
GM-2R 795.84 GM-2DR 795.96 Water Level Measurement= 27.23 36.63 7-Jan-0B
- Top of Screen Elevation =
Groundwater Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
770.82 Groundwater Elevation = 759.33 Top of Screen Elevation = 746.20 Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA = 9.28 FT.
SCREEN DELTA = 23.52 FT.
- VERTICAL GRADIENT = 0.3946 FTJFT.
DOWNWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, ~outh Carolina S4ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-3R/GM- 3DR GM-3R Top of Casing Elevation = 795.83 795.89 Water Level Measurement = 25.69 25.29 8(}..Jan-08
- Top of Screen Elevation = 772.04 Groundwater Elevation = 770.14 Mid-Point of Saturated Screen Elevation = 766.09 Bottom of Screen Elevation =
770.60 Top of Screen Elevation =
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.
- VERTICAL GRADIENT= -0.0166 , FTJFT.
UPWARD
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-SR Top of Casing Elevation = 795.79 795.87 Water Level Measurement = 33.70 41 .26 7-Jsn-08 Top of Screen Elevation = 768.30 1id-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
Top of Screen Elevation =
lid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA = 7.48 FT.
SCREEN DELTA = 57.10 FT.
VERTICAL GRADIENT= 0.13099 FT JFT .
- DOWNWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina SAME Job No: 1264-07-234 Vertical Gradient Calculation for GM-6/GM-6P.
GM-6 GM-6R Top of Casing Elevation = 745.46 745.1 6 Water Level Measurement = 17.26 16.49 Top of Screen Elevation = 734.27 Groundwater Elevation = 728.20
- Mid-Point of Saturated Screen Elevation = 723.74 Bottom of Screen Elevation = 719.27 Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -0.47 FT.
SCREEN DELTA = 26.19 FT.
- VERTICAL GRADIENT= -0.0179 FT JFT.
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 = 8.10 8.58 8-Jan-<J8 Top of Screen Elevation = 728.44 Groundwater Elevation = 728.11 727.58
- Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation=
720.78 713.44 Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA = 0.53 FT.
SCREEN DELTA = 49.31 FT.
VERTICAL GRADIENT= 0.0107 FT JFT.
DOWNWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina s&ME Job No: 1264-07-23-4 Vertical Gradient Calculation for GM-8/GM-BR GM-8 GM-SR Top of Casing Elevation :::: 777.73 777.99 Water Level Measurement = 35.13 35.04 Top of Screen Elevation = 749.88
- Groundwater Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
742.60 738.74 734.88 742.95 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.
- VERTICAL GRADIENT= -0.0120 FTJFT.
UPWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina SAME J'ob 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 = 33.60 30.57 7-Jan-08 Top of Screen Elevation= 752.60 Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -2.86 FT.
SCREEN DELTA = 32.96 FT.
- VERTICAL GRADIENT= -0.0868 FT JFT.
UPWARD
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.n 8-Jan-08 Groundwater Elevatlon = 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=
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= 1.55 FT.
SCREEN DELTA = 64.18 FT.
- VERTICAL GRADIENT= 0.0242 FT JFT.
DOWNWARD
_J
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolrna SclME Job No: 1264-07-234 Vertical Gradient Calculation for GM-11/GM-UR GM-11 GM-11R Top of Casing Elevation = 723.31 723.48 Water Level Measurement =- 32.91 31.72 9-Jan-08 Top of Screen Elevation= 691 .87 Mid-Point of Saturated Screen Elevation = 686.135
- Bottom of Screen Elevation ==
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -1.36 FT.
SCREEN DELTA = 29.65 FT.
- VERTICAL GRADIENT= -0.0459 FT ./FT.
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 Meilsurement = 10.48 10.02 8-Jan-08 Top of Screen Elevation= 690.09 Groundwater Elevation = 687.54 Mid-Point of Saturated Screen Elevation = 681 .32
- Bottom of Screen Elevation = 675.09 Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -0.62 FT.
SCREEN DELTA= 25.60 FT.
VERTICAL GRADIENT: --0.0242 FT JFT .
UPWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S4ME 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 =
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -3.56 FT.
SCREEN DELTA= 21 .63 FT.
- VERTICAL GRADIENT= -0.1646 FT./FT.
UPWARD
Oconee Nuclear Station 6roundwotcr 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 .65 2.05 8-Jan-OB Top of Screen Elevation = 706.13 Groundwater Elevation = 700.97 Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATERLEVELDELTA= -19.57 FT.
SCREEN DELTA = 38.92 FT.
- VERTICAL GRADIENT= -0.5028 FTJFT.
UPWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No : 1264-07-234
- Vertical Gradient Calculation for GM-2R/GM-2DR Top of Casing Elevation =
GM-2R 795.84 GM-2DR 795.96 Water level Measurement= 27.38 36.73 7-Apr-08
- Top of Screen Elevation =
Groundwater Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
no.02 768.46 767.14 765.82 Groundwater Elevation =
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= 9.23 FT.
SCREEN DELTA = 23.44 FT.
- VERTICAL GRADIENT = 0.3938 FTJFT .
DOWNWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina s&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-3R/GM-3DR GM-3R GM-3DR Top of Casing Elevation = 795.83 795.89 Water Level Measurement = 25.58 25.34 7-Apr-08
- Top of Screen Elevation = 772.04 Groundwater Elevation = 770.25 Mid-Point of Saturated Screen Elevation = 766.15 Bottom of Screen Elevation = 762.04 770.55 Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screeh Elevation =
WATER LEVEL DELTA = -0.30 FT.
SCREEN DELTA= 27.76 FT.
VERTICAL GRADIENT= -0.0108 FT JFT.
UPWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234
- Vertical Gradient Calculation for GM-5/GM-5R Top of Casing Elevation=
GM-.5 795.79 GM-SR 795.87 Water Level Measurement= 34.02 41.51 Top of Screen Elevation = 768.30 Groundwater Elevation = 761 .77 754.36 lid-Point of Saturated Screen Elevation = 757.54 Bottom of Screen Elevation = 753.30 Top of Screen Elevation =
lid, Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= 7.41 FT.
SCREEN DELTA = 56.94 FT.
VERTICAL GRADIENT= 0.13013 FT JFT.
- DOWNWARD
Occmee Nuclear Station Groundwater Protection Project Seneca, South Carolina S4ME Job No: 1264-07-234
- Vertical Gradient Calculation for GM-6/6M-6R GM-6 GM-6R Top of Casing Elevation = 745.46 745.16 Water Level Measurement= 17.07 16.30 8-Apr-OS 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 =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -0.47 FT.
SCREEN DELTA= 26.28 FT.
- VERTICAL GRADIENT= -0.0179 FTJFT .
UPWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina Sc\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= 7.77 8.46 B~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 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 .
DOWNWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina s&ME Job No: 1264-07-234 Vertical Gradient Calculation for GM-8/GM-SR GM-8 GM-8R Top of Casing Elevation = 777.73 777.99.
Water Level Measurement = 34.86 34.68 7-Apr-OB Top of Screen Elevation = 749.88
- Groundwater Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
742.87 738.88 734.88 743.31 Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -0.44 Ff.
SCREEN DELTA :::: 29.30 Ff.
- VERTICAL GRADIENT= -0.0150 FT JFT .
UPWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina S&ME Job No: 1264-07-234 Vertical Gradient Calculation -f or GM-9/GM*9R GM-9 GM-9R Top of Casing Elevation= 780.36 780.19 Water Level Measurement = 33.27 31 .59 Top of Screen Elevation = 752.60 Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation = 706.74 WATER LEVEL DELTA = -1.51 FT.
SCREEN DELTA = 33.13 FT.
- VERTICAL GRADIENT= -0.0456 UPWARD FT ./FT .
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= 7.72 9.40 8-Apr-08 Groundwater Elevation = 728.51 Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
- Bottom of Screen Elevation ::::
Top of Screen Elevation -=
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA = 1.66 FT.
SCREEN DELTA= 64.18 FT.
- VERTICAL GRADIENT= 0.0259 FT JFT .
DOWNWARD
Oconee Nuclear Station Groundwater Protection Project Seneca, South Carolina s&ME Job No: 1264~01~234
- Vertical Gradient Calculation for GM-11/GM-11R GM-11 GM-11R Top of Casing Elevation = 723.31 723.48 Water Level Measurement = 32.68 31 .48 8-Apr-OS 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 =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA = -1.37 FT.
SCREEN DELTA= 29.76 FT.
- VERTICAL GRADIENT= -0.0460 FT./FT .
UPWARD
Oconee Nuclear Statiof1 Groundwater Protection Project Seneca, South Carolina S&ME J'ob No: 1264 234
- Vertical Gradient Calculation for GM-12/GM-12R Top of Casing Elevation =
GM-12 698.02 GM-12R 698.18 Water Level Measurement= 10.18 9.n B*Apr-08 Top of Screen Elevation = 690.09 Groundwater Elevation = 687.84 688.41 Mid-Point of Saturated Screen Elevation=
- Bottom of Screen Elevation =
Top of Screen Elevation =
Mid-Point of Saturated Screen Bevation =
Bottom ot Screen Elevation =
WATER LEVEL DELTA= -0.57 FT.
SCREEN DELTA = 25.75 FT.
- VERTICAL GRADIENT = -0.0221 FTJFT.
UPWARD
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 = 39.48 36.15 8-Apr-08 Top of Screen Elevation = 705.45 Groundwater Elevation = 699.62 Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
Top ot Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA= -3.41 FT.
SCREEN DELTA = 21 .86 FT.
- VERTICAL GRADIENT= -0.1560 FTJFT .
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 B-Apr-08 Top of Screen Elevation = 706.13 Groundwater Elevation = 701 .82 721.41 Mid-Point of Saturated Screen Elevation =
- Bottom of Screen Elevation =
Top of Screen Elevation =
Mid-Point of Saturated Screen Elevation =
Bottom of Screen Elevation =
WATER LEVEL DELTA = -19.59 FT.
SCREEN DELTA = 39.35 FT.
- VERTICAL GRADIENT= -0.4979 FT JFT.
UPWARD