ML102030155
| ML102030155 | |
| Person / Time | |
|---|---|
| Site: | McGuire, Mcguire  |
| Issue date: | 06/30/2008 |
| From: | Peterson J, Withers C S&ME |
| To: | Robison G Duke Energy Corp, Office of Information Services |
| References | |
| 1264-06-724, FOIA/PA-2010-0209 | |
| Download: ML102030155 (143) | |
Text
S&ME, Inc. 1. BORING AND SAMPLING ISINACCORDANCE 9751 Southern Pine Blvd. WITH ASTM D-1586.
Charlotte, North Carolina 2. PENETRATION (N- VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. ID. SAMPLER 1 FT.
Project: MNS - Groundwater Protection Project Boring No. M-20 Location: Huntersville, North Carolina Number: 1264-06-724 SheetNo. I of 2 Boring Depth (f1): 48.0 Elevation (fi): 706.0 Driller: Jay Little, NC Cert No. Date Drilled: 12/11/07 2717 Logged By: Scott Dacus ] Water Level: Stabilized Water Level at 38.98 ft his Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction C 50 11 r-7 7
-705 SOIL/SAPROLITE (Ml1 ): Brownish-Red, Fine Sandy, Silty, CLAY SGRASS and TOPSOIL 5-
-700 IJ If It" 4 SOIL/SAPROLITE (Ml): Red and Yellow Striated, Medium to Fine Sandy, Clayey, SILT With Manganese Staining 10-
-695 F i i "i SOIL/SAPROLITE (Ml): Red and Yellow Mottled, Slightly Clayey, Fine Sandy, SILT With Manganese Staining 15-
-690 SOIL/SAPROLITE (Ml): Gray and White, Silty, Fine SAND With Manganese Staining 20-
-685 0o M
SOIL/SAPROLITE (Ml): Tan and White, Slightly Micaceous, Fine Sandy, SILT With Manganese Staining C-25-0
-680 0
0~
Z!
(X 12 30-
-675
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N- VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO Fax: 704-525-3953 DRIVE 1.4 IN ID SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-20 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (ft): 48.0 Elevation (1i): 706.0 Driller: Jay Little, NC Cert No. Date Drilled: 12/11/07 2717 Logged By: Scott Dacus Water Level: Stabilized Water Level at 38.98 ft bls Drilling Method: Mud Rotary Elev. Depth Lith- Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction 0 50 1oC 35-
-670 SOIL/SAPROLITE (Ml): Green and Brown, Clayey, Silty, Medium to Fine SAND 40-
-665
- i. f i *1 SOIL/SAPROLITE (Ml): Red, Tan, and White, Micaceous, Silty, Medium to Fine SAND 7"
45-
-660 7
F Boring Terminated at 48.00 ft bls Lithologie Descriptions Obtained From M-20R 0
q-en 0~
Mn
COMPLETION REPORT OF WELL No. M-20 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 38.98 ft bis LATITUDE: 35 25 37.01 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 57 09.70 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 709.03 DATE DRILLED: 12111/07 DATUM: MSL LOGGED BY: Scott Dacus TA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 33 ft bis GROUT (Ml): Red and Yellow Type: Neat Cement Striated, Medium to -10 Interval: 0 to 29 ft bls Fine Sandy, Clayey, SILT With Manganese Staining SEAL Type: Bentonite Interval: 29 to 31 ft bls
-15 FILTERPACK Type: #1 Filter Sand Interval: 31 to 48 ft bls SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 33 to 48 ft bls LEGEND Staining FILTER PACK TOC TOP OF CASING GS GROUND SURFACE 29.00 676.99 BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK I TSC TOP OF SCREEN 31.00 674.99 CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-20 Charlotte, North Carolina ENGINEERING - TESTING FNVIRnNMrNTAL rFRVICFS
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 706.0 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Scott Dacus STRATA WELL a, z0
-J Z --
DESCRIPTION
- DETAILS
- W WELL CONSTRUCTION DETAILS D O0
- w. I I -, ."'
(See Page 1)
SOILISAPROLITE (Ml): Tan and White, Slightly Micaceous, Fine Sandy, SILT -35 With Manganese Staining (continued)
SOIL/SAPROLITE (Ml): Green and Brown, Clayey, Silty, Medium to Fine SAND -40 SOILUSAPROLITE (Ml): Red, Tan, and White, Micaceous, -45 Silty, Medium to Fine SAND 47.50 658.49 48.00 657.99 LE( GEND c-FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL bN CEMENT GROUT CUTTINGS / BACKFILL FP TSC BSC FILTER PACK TOP OF SCREEN BOTTOM OF SCREEN Cd V3 TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF WELL No. M-20 0It #M ENGINEERING - TESTING 9751 Southern Pine Blvd.
Charlotte, North Carolina Sheet 2 of 2 ENVIRONMENTAL SERVICES
Site Name: MNS-GWPP Test Date: 12/14/2007 Well Label: M-20 Aquifer Thickness: 14. feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 38.98 feet Water Table to Screen Bottom: 9.02 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 107 time and drawdown measurements Maximum head is 3.539 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/14/07 M-20 1
Bouwer and Rice parameter A = 2.575 J* Bouwer and Rice parameter B = 0,4821 I ln(Re/Rw) = 2.675824e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 156. Seconds
[Analysis ends at time 20. minutes 31 Measurements analyzed from 24 to 54 01 1 e0 Hydraulic Conductivity 5.986e-005 cm/sec Transmissivitv = 0.2207 meters2/dav I Transmissivity = 0.2207 meters2/day I 2 AdjJsted Time (Hours)
Analysis by Julie Petersen of S&ME, Inc. Ho is 3.539 feet al 0 Seconds PERMEABILITY 5.99x10°0 5 cm/sec
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING - TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1ATIN) FD AMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-20R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 3 Boring Depth (ft): 75.0 Elevation (f1): 706.2 Driller: Jay Little, NC Cert No. Date Drilled: 12/5/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 36.32 ft bis Drilling Method: Mud Rotary Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction
-,GRASS and TOPSOIL r J
-705 SOIL/SAPROLITE (Ml): Brownish-Red, Fine Sandy, Silty, CLAY 1
-- 700 SOIL/SAPROLITE (MI): Red and Yellow Striated, Medium to Fine Sandy, Clayey, SILT With Manganese Staining 695 SOIL/SAPROLITE (MI): Red and Yellow Mottled, ili
.i Slightly Clayey, Fine Sandy, SILT With Manganese Staining 15-
-690 i i i- 0 SOIL/SAPROLITE (M1): Gray and White, Silty, Fine SAND With Manganese Staining 20-
-685 SOIL/SAPROLITE (Ml): Tan and White, Slightly 2
Micaceous, Fine Sandy, SILT With Manganese Staining 25-
-680 0~
U3 (5
0 30-
-675 0
L..L.J..J -A - - .L~fl -
'a J
S&ME, Inc. 1. BORING AND SAMPLING ISINACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE) .4 IN_ ID_ SAMPLERR 1 -'
Project: MNS - Groundwater Protection Project Boring No. M-20R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 3 Boring Depth (ft): 75.0 Elevation (ft): 706.2 Driller: Jay Little, NC Cert No. Date Drilled: 12/5/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 36.32 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction 50 11 35-670 7-q_ i 0 SOIL/SAPROLITE (Ml): Green and Brown, Clayey, Silty, Medium to Fine SAND 40-665 SOIL/SAPROLITE (Ml): Red, Tan, and White, Micaceous, Silty, Medium to Fine SAND 45-660 WEATHERED ROCK (M2): When Sampled Becomes 50- Red, Tan, and White, Clayey, Silty, Coarse to Fine SAND
-655 Roller Cone Refusal at 52.30 ft his
- < SOUND ROCK (D): Medium-Grained QUARTZ
<- DIORITE, Slightly Fractured Horizontal Joint With No
- Staining 55- SOUND ROCK (D): Fine-Grained QUARTZ DIORITE,
-- < Moderately Fractured Horizontal, High Angle, and Low
-650 - I-- Angle Joints With Slight Staining
_.4 t'j.
c- <
n
- /..<
SOUND ROCK (D): Medium-Grained QUARTZ 60- S< DIORITE, Slightly Fractured Low Angle Joints With 0
Slight Staining
-645 S~-<
-q~ <
0 65- < SOUND ROCK (D): Medium-Grained QUARTZ DIORITE, Unfractured
-640
~-<
ENGINEERING
- TESTING ENVIRONMENTAL SERVICES E S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953 1.BORING AND SAMPLING IS INACCORDANCE WITHASTMD-1586.
- 2. PENETRA TJON (N-VAL UE) IS THE NUMBER OF BLOWS OF140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-20R Location: Huntersville, North Carolina Number: 1264-06-724 SheetNo. 3 of 3 Boring Depth (ft): 75.0 Elevation (ft): 706.2 Driller: Jay Little, NC Cert No. Date Drilled: 12/5/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 36.32 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Material Description Well Penetration Resistance (Blows/Foot)
(Feet) I _(Feet)Iology _Construction o 50 100 j*<
70-
-635 ,t " <
t,.
SOUND ROCK (D): Medium-Grained QUARTZ
-4 N.-
DIORITE, Slightly Fractured Horizontal Joints With No
-4 N~ Staining
-4 t'L.
~'s~ ~ i - -i ! i i i i i i i i Boring Terminated at 75.00 ft bIs CL 0.
0 Co U
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project $6m0=E S&ME Project No: 1264-06-724 Core Location: M-20R 52 NQ Core 61 Roller Cone Refusal a t 52.3 fl bls 53 62 Horizontal Joint, No Staining 54 63 tswAngle Joints. Slight Staining. Sand in Fracture:
mwAngle Healed Joint, 55 'End of Run #1. REC- 100%, REC - 100% 64 High Angle Joints, Slight Staining orizontal Joint, Moderate Staining. Sand in Fracture 56 65 td of Run #3, REC - 99%, RQD - 96%
57 Horizontal Joint, No Staining 66 Horizontal Joints. No Staining EXPLANATION Highly Fractured Zone, No Staining U
Meta Gabbro 58 67 Quartz Diorite II Diorite 59 68 Granite I High Angle Healed Joints Core Loss 60 End of Run #2. REC - -100%. RQD - 800. 69 Intense Fracturing Fractures
- End of Run
- - - -. Contact
- Healed Joint
-d of Runii4, REC - 100%. RQD - l(g0%
61 70 Page 1 of 2
FIELD ROCK CORE LOG db am McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 Core Location: M-20R NQ Core 70 71 I High Angle Healed Joint Horizontal Joint. No Staining 72 73 74 Horizontal Joint, No Staining End of Run #5, REC - 100%, RQD - 1001%
orng uemnlnatedl at 75.0 hItos EXPLANATION I
Meta Gabbro
[]
Quartz Diorite U Diorite Granite Core Loss Intense Fracturing Fractures
- End of Run
. Contact
- Healed Joint Page 2 of 2
COMPLETION REPORT OF WELL No. M-20R Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 36.32 ft bls LATITUDE: 35 25 37.00 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 57 09.63 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 709.17 DATE DRILLED: 1215107 DATUM: MSL LOGGED BY: Julie Petersen STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 62.49 ft bIs GROUT (Ml): Red and Yellow Type: Neat Cement Striated, Medium to 1- Interval: 0 to 59.92 ft bls Fine Sandy, Clayey, SILT With*
Manganese Staining SEAL Type: K-Packer (Ml): Red and Yellow Interval: 59.92 to 62.22 Mottled, Slightly Clayey, Fine Sandy, SILT With FILTERPACK Manganese Staining Type: N/A SOIL/SAPROLITE Interval: NIA (Ml): Gray and White, Silty, Fine SAND With -20 Manganese Staining SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 62.92 to 67.92 ft bis
-25 LEGEND l FILTER PACK TOC GS TOP OF CASING GROUND SURFACE
-30 BENTONITE BS BENTONITE SEAL CEMENT GROUT FP TSC
]CUTTINGS / BACKFILL BSC TD I STATIC WATER LEVEL CG COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-20R Charlotte, North Carolina ENGINEERING - TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 706.2 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Julie Petersen 11I STRATA zWELL DESCRIPTION D 1- DETAILS a
t WELL CONSTRUCTION DETAILS 3>- -uJ _J. _
cU) 0 iW (See Page 1)
-35 X
SOIL/SAPROLITE (Ml): Green and Brown, Clayey, Silty, Medium to Fine SAND -40 SOIL/SAPROLITE (Ml): Red, Tan, and White, Micaceous, -45 Silty, Medium to Fine SAND WEATHERED ROCK (M2): When Sampled -50 Becomes Red, Tan, and White, Clayey, Silty, Coarse to Fine
'4 SAND SOUND ROCK (D):
Medium-Grained -4!'
QUARTZ DIORITE, '1 -55 Slightly Fractured Horizontal Joint With .4r-No Staining SOUND ROCK (D):
Fine-Grained '4 QUARTZ DIORITE, -4!' -60 59.92 646.25 IModerately Fractured SHorizontal, High Angle, -4!'
and Low Angle Joints 61.92 644.25 With Slight Staining '41'- - 12 11 uu11n11011 U
62.22 643.95 SOUND ROCK (D): 62.92 643.25 Medium-Grained QUARTZ DIORITE, Slightly Fractured Low '4 -65 Angle Joints With Slight Staining 67.42 638.75 SOUND ROCK (D): -4 1'-,
Medium-Grained 67.92 638.25 QUARTZ DIORITE, ~
Unfractured -4!' 70.00 636.17 LEGEND
-70
-4 r-, E FILTER PACK TOC TOP OF CASING ca SOUND ROCK (D): GS GROUND SURFACE W,
Medium-Grained '~ r-, BENTONITE BS BENTONITE SEAL QUARTZ DIORITE, -41'-, CEMENT GROUT FP FILTER PACK d
Slightly Fractured TSC TOP OF SCREEN Horizontal Joints With -75 75.00 631.17 CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN No Staining TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF SI 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-20R ENGINEERING , TESTING Sheet 2 of 2 ENVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project *6Wn E S&ME Project No: 1264-06-724 Boring Number: M-20R Sample No: 1 Depth (ft-bls): 3.1 - 5.6 Blow Count: 7
- I
- 15 Sample No: 2 Depth (ft-bls): 9.1 - 10.6 Blow Count: 5
- 6* 7 qi -~iW
.2 -. 2- .4 .,"J .6 .7 .
Sample No: 3 Depth (ft-bls): 14.1 - 15.6 Blow Count: 3*3*4
..... 2 ....3 ....4 .5 .6 .7 . - -.......
9 -1*
t i .
Sample No: 4 Depth (ft-hls): 19.1 - 20.6 Blow Count: 3
- 5
- 7 S....2B 3 -.
Sample No: 5 Depth (ft-bls): 24.1 - 25.6 Blow Count: 3
- 3
- 4
.1 .2 -...... 4ý ,5l .6 .7 .8, Sample No: 6 Depth (ft-bls): 29.1-30.6 Blow Count: 2
- 3
- 4 Page 1 of 2
SPLIT SPOON SAMPLE PICTURES I
McGuire Nuclear Station - Groundwater Protection Project I
S&ME Project No: 1264-06-724 Boring Number: M-20R Sample No: 7 Depth (ft-bls): 34.1 - 35.6 Blow Count: 3*3*5 Sample No: 8 Depth (ft-bls): 39.1 - 40.6 Blow Count: 3
- 4
- 6 Sample No: 9 Depth (ft-bls): 44.1 - 45.6 -I3F Blow Count: 12
- 12
- 15 Sample No: 10 Depth (ft-bls): 49.1-50.6 No RwC ry Blow Count: 50/5 Page 2 of 2
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project *6W E S&ME Project No: 1264-06-724 Core Location: M-20R
~ ~~
.*' IF I 2 ~ 6 S 7 ~ '
CLASSIFICATION:
52.3' to 54.6': Medium-Grained Quartz Diorite 54.6' to 59': Fine-Grained Quartz Diorite 59' to 75': Medium-Grained Quartz Diorite Page 1 of 1
Site Name: MNS-GWPP Test Date: 12/13/2007 Well Label: M-20R Aquifer Thickness: 37. feet Screen Length: 5. feet Casing Radius: 1. Inches Effective Radius: 1.5 Inches Static Water Level: 36.32 feet Water Table to Screen Bottom: 31.6 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 139 time and drawdown measurements Maximum head is 1.932 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/13/07 M-20R 1
Bouwer and Rice parameter A = 2.7 Bouwer and Rice parameter B = 0.5 ln(Re/Rw) = 3.190866e+000 Analysis starts at time 6. Seconds Analysis ends at time 102. minutes 88 Measurements analyzed from 2 to 89 1 Points not plotted because head ratio <= 0.0 These points are not included in the analysis 01 1 e-w Hydraulic Conductivity = 1.637e-005 cm/sec Transmissivity = 0.1595 meters2/day I 1 11 ' I '
2 3 Adjusted Time (Hours)
Analysis by Julie Petersen of S&ME, Inc. Ho is 1 932 feet at 0 Seconds PERMEABILITY 1.64 x 10 "°5 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
M-20R I SS-2 9.1 to 10.6 ft bis Sample
Description:
Red and Yellow, Medium to Fine Sandy, Clayey, Silt 100%
90% 11 80%
70%
60% ----
50% - - -- _ 0 40% --- 0 30% --
) 1 20%
10%
i 0%
A A A 100 10 e 1 0.1 =L 0.01 0.001 Particle Size (mm) R
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.0% 39.5% 42.7% 17.8%
Adjusted for 0% 40% 43% 18%
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:
McGuire Nuclear Station - GWPP %f lo S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS 0% Oft M =
S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724 _*aamE Boring No. M-20R EXPLANArlI N Boring Depth: 9.1 to 10.6 ft bls ;
% Sand: 40% H,.oin *.siIV t,, .
-t)th 1.00 AI Q'i
%Silt: 43% .70 C . .W114
,* CLAY
% Clay: 18% 60 Estimated Specific so Yield: 11% '5 SANI)Y CLXY SILTY CL' 41 CLVY-SiAN D '
27 SILTY' SAND ;( % SNYSL Sill size (percenl)
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.
4 1 -
11 33 25.
a Zo I5.
10.
-/ SPECIFIC "ETEu-Tr 5
C 2 32
- 40 V a 1 C' 1-i cc UO U d L*
Estimated Porosity: 45%
Variation of Porosity, Specific Yield, and Specific Retention with Grain Size (after Bear, 1972)
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: ISample No.: Depth:
M-20R I SS-8 39.1 to 40.6 ft bls Sample
Description:
Green and Brown, Clayey, Silty, Medium to Fine Sand 100% ".
90%
80%
40%
70%
60%
30%
20%
a-10% /
0% ,
0%- A A 100 10
- 1 0.1 n 0.01 0.001 Particle Size (mm) R
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.1% 68.3% 29.2% 2.5%
Adjusted for 0% 68% 29% 2%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix I1.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project: I &
McGuire Nuclear Station - GWPP S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS I&,
S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724 74m Sm"mmm E Boring No. M-20R o Hill EXI 'I.,\N..Tc
)N Boring Depth: 39.1 to 40.6 ft bls 90 - If Illf. I Hnd ";;lf '[ii
% Sand: 68% Hit 11.1 'ic ..
- Ji .* Sill 0).0 Olh2*.I.l4
.0Id2-.12 29% 70 Cl .0114
% Silt:
% Clay: 2%
Estimated Specific Yield: 27%
SANDY CLAY SILTY CLAY 40 I)J
... . . . . ... I. _.....
Sill size (p1 rcunl)
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.
- I I Ill ::]j
,Ao
-s~b I. f - -----
3 "
a 10 I
25' 2or I
d UJIM a J.j V
.4 gCj >
b.
d us Estimated Porosity: 43%
Variation of Porosity, Specific Yield, and SpecIfic Retentlon with Grain Size (after Bear, 1972)
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
M-20R I SS-10 I 49.1 to 50.6 ft bls Sample
Description:
Red, Tan, and White, Clayey, Silty, Coarse to Fine Sand 100%
90%
80%
70% M 60% -
50% C.2%
30%
20%
10%
0%
100 10 1 01 c0 0.001 Particle Size (mm) R
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay
___________3.3% 71.2% 23.3% 2.2%
Adjusted for 0% 74% 24% 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:
M AM McGuire Nuclear Station - GWPPAo.:
S&ME Project No.:
1264-06-724 ___________________
FETTER AND BEAR DIAGRAMS S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724 #S &ME Boring No. M-20R 100 E(LANA M)N Boring Depth: 49.1 to 50.6fbls ft i i ll
% Sand: 74% HO
] ."* I i*Sill I0.0621/'r0.00l4
% Silt: 24% CLAY t "0
% Clay: 2% 6.
Estimated Specific Yield: 29% ' ; * -***** %
Yil: 2%SANDY CL.AY 1 SILTY CLAY 411
- /, ,t \ [ &
.Sili si/u I!purcerll)
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.
35T5.E a
f*90C -E D- -
i d ;I ;
Estimated Porosity: 42.5%
Variation of Porosity, Specific Yield, and Specific Retention with Grain Size (alter Bear, 1972)
S&ME, Inc. 1. BORING AND SAMPLING IS IN ACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO Fax: 704-525-3953 DRIVE 1.4 IN. ID. SAMPLER I FT, Project: MNS - Groundwater Protection Project Boring No. M-21 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 2 Boring Depth (ft): 50.5 Elevation (ft): 764.7 Driller: Jay Little, NC Cert No. Date Drilled: 12/12/07 2717 Logged By: Scott Dacus Water Level: Stabilized Water Level at 35.83 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Material Description Well Penetration Resistance (Blows/Foot)
(Feet) I (Feet) I ology I Construction 0 50 100
/
/ 2 SOIL/SAPROLITE (MI): Orange, Brown, Tan, and Red, Medium to Fine Sandy, Clayey SILT With Manganese
/ / Staining
/
/
// /
/ /
/ /
-760 5- /
/ / 12
/
/
//
/
/
/
-755 to--
101 P
-750 15-841
-745 81 1 1 1 1 20-
-740 14 25-
-735 L9 30-1730 7I
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
SS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4IN. 1D SAMPLER JE Project: MNS - Groundwater Protection Project Boring No. M-21 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (1I): 50.5 Elevation (1t): 764.7 Driller: Jay Little, NC Cert No. Date Drilled: 12/12/07 2717 Logged By: Scott Dacus Water Level: Stabilized Water Level at 35.83 ft bls Drilling Method: Mud Rotary Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction 50 1[
/ 7 /
/ / x
/7 / /
/ / /
/ /
/
/ / //
/ / /
/
/ / /
- 725
/ /
40- 'ii SOIL/SAPROLITE (M1): White and Gray, Micaceous, Silty, Medium to Fine SAND
-720 45-
-715 50-SOIL/SAPROLITE (Ml): Tan, Micaceous, Silty, Medium
\to Fine SAND Boring Terminated at 50.50 ft his a
0 I-
COMPLETION REPORT OF WELL No. M-21 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Proje PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 35.83 ft bls LATITUDE: 35 25 36.18 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 47.86 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 767.65 DATE DRILLED: 12112107 DATUM: MSL LOGGED BY: Scott Dacus STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 30 ft bIs GROUT Type: Neat Cement Interval: 0 to 24 ft bis SEAL Type: Bentonite Interval: 24 to 27 ft bIs FILTERPACK Type: #1 Filter Sand Interval: 27 to 50.2 ftbis SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 30 to 50 ft bls LEGEND FILTER PACK BENTONITE CEMENT GRO UT CUTTINGS / B,ACKFILL V STATIC WATE R LEVEL COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-21 Charlotte, North Carolina ENGINEERING
- TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 764.7 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Scott Dacus STRATA z WELL - o o
- z _
0 DRO , t. ,DETAILS I WELL CONSTRUCTION DETAILS C/
LU 0
-i W
-J ii (See Page 1)
SOILISAPROLITE 35 (Ml): Orange, Brown, Tan, and Red, Medium to Fine Sandy, Clayey SILT With Manganese Staining (continued) -40 SOIUSAPROLITE (Ml): White and Gray, Micaceous, Silty, Medium to Fine SAND
-45 49.50 715.21
-50 50.00 714.71 SOILISAPROLITE 50.20 714.51
(,M1): Tan, Micaceous, Silty, 50.50 714.21 Medium to Fine AND a
LEGEND 0
I-D FILTER PACK TOC TOP OF CASING 0 GS GROUND SURFACE C, BENTONITE BS BENTONITE SEAL
'ii CEMENT GROUT FP FILTER PACK U,
- 0. CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN CD ci TD TOTAL DEPTH 0 STATIC WATER LEVEL CEMENT GROUT CG COMPLETION REPORT OF 9751 Southern Pine Blvd.
0E Charlotte, North Carolina ENGINEERING - TESTING Sheet 2 of 2 ENVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project *6&ME S&ME Project No: 1264-06-724 Boring Number: M-21 Sample No: 1 Depth (ft-bls): 4.6 - 6.1 Blow Count: 4*6*6 Sample No: 2 Depth (ft-bls): 9.6- 11.1 Blow Count: 3 *4*6 Sample No: 3 Depth (ft-bls): 14.6- 16.1 Blow Count: 3
- 3
- 5 Sample No: 4 Depth (ft-bls): 19-20.5 No Recovery Blow Count: 3*4*4 Sample No: 5 Depth (ft-bls): 24 - 25.5 Blow Count: 4*6*8 Sample No: 6 Depth (ft-bls): 29 - 30.5 Blow Count: 3 *3*6 Page 1 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 4FAfta
-i Boring Number: M-21 Sample No: 7 Depth (ft-bls): 34-35.5 Blow Count: 2
- 3
- 4 Sample No: 8 Depth (ft-bls): 39 - 40.5 Blow Count: 1*1*3 Sample No: 9 Depth (ft-bls): 44 - 45.58 Blow Count: 1*2*3 Sample No: 10 Depth (ft-bls): 49 - 50.5 Blow Count: 3
- 3
- 8 Page 2 of 2
Site Name: MNS-GWPP Test Date: 12/18/2007 Well Label: M-21 Aquifer Thickness: 19.17 feet Screen Length: 20. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 35.83 feet Water Table to Screen Bottom: 14.17 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 92 time and drawdown measurements Maximum head is 3.454 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/18/07 1 --
M-21 0 1 Bouwer and Rice parameter A = 3.206 Bouwer and Rice parameter B = 0.6687 In(Re/Rw) = 2.962348e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 3.001 Seconds Analysis ends at time 8.25 minutes 73 Measurements analyzed from 2 to 74 Hydraulic Conductivity = 2.967e-004 cm/sec 2 Points not plotted because head ratio <= 0.0 Transmissivity = 1.498 meters2/day I These points are not included in the analysis I . I . I . I I . I . I . I .
I I I I I I I I I I 1I 00 05 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 Adcsted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 3454 feet at 0 Seconds PERMEABILITY 2.97 x 10-04 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
M-21 SS-3 14.6 to 16.1 ft bls Sample
Description:
Orange, Brown, Tan, and Red, Medium to Fine Sandy, Clayey, Silt 100% _ ,-'
90%- - - _-
80% - -_
70% - -
60% - - --
OOo* __ 0.C 40% - - -
30% - __ C 20% .. - --
10% *N -.
0% A A A 100 10 N 1 0.1 0.01 0.001 Particle Size (mm) q
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.0% 23.3% 64.1% 12.6%
Adjusted for 0% 23% 64% 13%
Calculations Notes:
Grain size distribution taken from grain size with hydrometer data located in Appendix 11.
Gravel, sand, silt and clay sizes based on Wentworth Scale.
S&ME Project:
McGuire Nuclear Station - GWPP 11M =
S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724
- S ff'ok mmm E Boring No. M'21 11MlI
- r* , ~~~EXPIAN..AIM),
Boring Depth: 14.6 to 16.1 ftbls I*ii\t* t q - -.
" -- .. . . )t." I I " "
% Sand: 23% 80) Si P.Of2l.i4
% Silt: 64% C
% Clay: 13%
Estimated Specific 50 Yield: 10%
SANDY CLAY SILT'N\CLAY 401 Sill ,ize (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.
I1 A0. OROLITY 33.*
a 15 i " SL IJ V1 d" / PCII a,:
R1303~j O[JjjIccU Estimated Porosity: 45%
Variation of Porosity, Specific Yield, and Specific Retention with Grain Size (after Bear, 1972)
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586 Charlotte, North Carolina 2. PENETRATION (N- VAL UE) IS THE NUMBER OF ENGINEERING - TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN .ID. SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-22 Location: Huntersville, North Carolina Number: 1264-06-724 SheetNo. I of 2 Boring Depth (ft): 60.0 Elevation (ft): 786.7 Driller Justin Millwood, NC Date Drilled: 12/7/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 49.69 ft his Drilling Method: 4/4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction
( SOIL/SAPROLITE (Ml): Red, Very Fine Sandy, Clayey,
/
SILT
/
-785 5-780 SOIL/SAPROLITE (Ml): Orange, Red, White, and Brown, Silty, Fine SAND With Manganese Staining 10--
-775 15-770 SOIL/SAPROLITE (Ml): Dark Reddish-Brown, Micaceous, Silty, Fine SAND With Manganese Nodules 20-
-765 25- SOIL/SAPROLITE (Ml): Orange, Red, White, and Brown, Silty, Fine SAND With Manganese Staining
-760 30-755 t t SOIL/SAPROLITE (Ml): Orange and White, Fine Sandy, SILT With Manganese Staining; Vertical Quartz Gravel Vein From 39.00 ftto 40.10 ft his
S&ME, Inc. 1. BORING AND SAMPLING IS IN ACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
SS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. I.D. SAMPLER I FT Project: MNS - Groundwater Protection Project Boring No. M-22 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (ft): 60.0 Elevation (ft): 786.7 Driller: Justin Millwood, NC Date Drilled: 12/7/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 49.69 ft his Drilling Method: 4'14" H.S.A.
Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction I. + 10~1~ ~ V-
-750 40-
-745 ng
-740 SOIL/SAPROLITE (MIl): Tan, Orange, and White, Very Micaceous, Fine Sandy, SILT With Manganese Staining; White, Silty, Medium to Fine Sand Lense From 50.30 ft to 50.60 ft bls 735
-730 WEATHERED ROCK (M2): When Sampled Becomes 60- Tan, Orange, and White, Micaceous, Silty, Medium to Fine SAND With Manganese Staining Boring Terminated at 60.00 ft bls I
Lithologic Descriptions Obtained From M-22R
COMPLETION REPORT OF WELL No. M-22 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 49.69 ft bis LATITUDE: 35 25 37.45 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 37.37 DRILLING METHOD: 41/1/4" H.S.A. TOP OF CASING ELEVATION: 789.33 DATUM: MSL DATE DRILLED: 12/7107 LOGGED BY: Cot STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 45 ft bls GROUT Type: Neat Cement I -10 Interval: 0 to 40 ft bIs SEAL Type: Bentonite Interval: 40 to 42.8 ft bls
-15 FILTERPACK Type: #1 Filter Sand Interval: 42.8 to 60 ft bis (Ml): Dark Reddish-Brown, -20 Micaceous, Silty, Fine SAND With SCREEN Manqanese Nodules Diameter: 211 Type: 0.010 Slotted Sch. 40 PVC Interval: 45 to 60 ft bis
-25 (Ml): Orange, Red, White, and Brown, Silty, Fine SAND With Manganese Staining LEGEND
-30 E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACIKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER L.EVEL CG CEMENT GROUT COMPLETION REPORT OF S&ME FI'JIIWJFRINr. . TFSTfl~r 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-22
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 786.7 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Courtney Withel STRATA WELL, a 0z DESCRIPTION M CU) C w.
DETAILS
{" Z w
-J
ýg ctX wU
-J Wl WELL CONSTRUCTION DETAILS (See Page 1)
-35 SOIL/SAPROLITE (M1): Orange and White, Fine Sandy, SILT With Manganese Staining; Vertical Quartz Gravel Vein From 39.00 ft to -40 40.00 746.71 40.10 ft bls (continued) 42.80 743.91 SOIL/SAPROLITE 45 (Ml): Tan, Micaceous, SILT With Manganese Staining SOIL/SAPROLITE (M1): Tan, Orange, 50 and White, Very Micaceous, Fine Sandy, SILT With Manganese Staining; White, Silty, Medium to Fine Sand Lense From 50.30 ft to 50.60 -55 ft bls 59.50 727.21 WEATHERED ROCK -60 60.00 726.71 (M2): When Sampled Becomes Tan, Orange, and White, Micaceous, Silty, Medium to Fine SAND With langanese Staining LEGEND El FILTER PACK TOC TOP OF CASING E BENTONITE GS BS GROUND SURFACE BENTONITE SEAL
- CEMENT GROUT FP FILTER PACK 0 TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH Y STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF 0# S&wM E 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-22 ENGINEERING ENVIRONMENTAL- TESTING SERVICES Sheet 2 of2
Site Name: MNS-GWPP Test Date: 12/13/2007 Well Label: M-22 Aquifer Thickness: 15.31 feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 49.69 feet Water Table to Screen Bottom: 10.31 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 104 time and drawdown measurements Maximum head is 0.568 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/13/07 M-22 1
Bouwer and Rice parameter A = 2.741 Bouwer and Rice parameter B = 0.5205 ln(Re/Rw) = 2.721688e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 21. Seconds Analysis ends at time 5.5 minutes 39 Measurements analyzed from 5 to 43 1 Points not plotted because head ratio <= 0.0 01- These points are not included in the analysis o
I -002 Hydraulic Conductivity = 3.267e-004 cm/sec:
Transmissivity = 1.317 meters2lday I I I I I0 0 10 15 20 30 Adjusted Time (mnýutes)
Ho is 0 568 feet at 0. Seconds Analysis by Julie Petersen of S&ME, Inc.
PERMEABILITY 3.27 x 10-04 cm/sec
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. W1THASTMD-1586.
SS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4N IND. SAMPLER I FT Project: MNS - Groundwater Protection Project Boring No. M-22R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 3 Boring Depth (fit): 95.6 Elevation (ft): 786.8 Driller. Justin Millwood, NC Date Drilled: 12/3/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 49.42 ft bls Drilling Method: 4'/" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction
/
2 SOIL/SAPROLITE (MI): Red, Very Fine Sandy, Clayey,
/ SILT
-785
/ 4/
/ /
/ /
K 4
/
4 5--
-780
- SOIL/SAPROLITE (Ml): Orange, Red, White, and 7 Brown, Silty, Fine SAND With Manganese Staining 10-
-775 15-
-770
! i i Wi SOIL/SAPROLITE (Ml): Dark Reddish-Brown, Micaceous, Silty, Fine SAND With Manganese Nodules 20-
-765 25- SOIL/SAPROLITE (Ml): Orange, Red, White, and Brown, Silty, Fine SAND With Manganese Staining
-760 0
(n 0
30-
-755 I 1 T SOIL/SAPROLITE (Ml): Orange and White, Fine Sandy, SILT With Manganese Staining; Vertical Quartz Gravel Vein From 39.00 ft to 40.10 ft bls
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITH ASTMD-1586.
SS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.41N. 11D. SAMPLER 1lET Project: MNS - Groundwater Protection Project Boring No. M-22R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 3 Boring Depth (fi): 95.6 Elevation (ft): 786.8 Driller: Justin Millwood, NC Date Drilled: 12/3/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 49.42 ft bis Drilling Method: 4/ 4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 50 1V
-750 40-
-745 SOIL/SAPROLITE (Ml): Tan, Micaceous, SILT With Manganese Staining
-740 SOIL/SAPROLITE (Ml): Tan, Orange, and White, Very -Y Micaceous, Fine Sandy, SILT With Manganese Staining; White, Silty, Medium to Fine Sand Lense From 50.30 ft to 50.60 ft bls 735
-730 WEATHERED ROCK (M2): When Sampled Becomes Tan, Orange, and White, Micaceous, Silty, Medium to Fine SAND With Manganese Staining
-725
-720
.J- -
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTM D-1586.
SS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. ID. SAMPLER I FT.
Project: MNS - Groundwater Protection Project Boring No. M-22R Location: Huntersville, North Carolina Number: 1264-06-724 SheetNo. 3 of 3 Boring Depth (ft): 95.6 Elevation (ft): 786.8 Driller: Justin Millwood, NC Date Drilled: 12/3/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 49.42 ft bis Drilling Method: 41/4"H.S.A.
Elev. Depth Lith-o I Material Description Well Penetration Resistance (Blows/Foot)
(Feet) I (Feet) ology _Construction 0 50 100
-715 .... ,,,, * ;--I1[ I Auger Refusal at 72.00 ft bis 11-4
\J~ < SOUND ROCK (D): Medium-Grained QUARTZ DIORITE, Intensely Fractured Horizontal, High Angle, vjt < and Low Angle Joints With Slight to Moderate Staining 75- \ <
'd~ <
710 SOUND ROCK (D): Medium-Grained QUARTZ DIORITE, Slightly Fractured Low Angle Joints With No Staining Nj.<
80- 4, <
- SOUND ROCK (D): Coarse-Grained QUARTZ
<- RDIORITE, Unfractured .
705
< SOUND ROCK (D): Medium-Grained QUARTZ
.* I'-// DIORITE, Slightly Fractured Low Angle Joints With No
_, ' j. Staining ki ý" <1
-4" <i SOUND ROCK (D): Coarse-Grained QUARTZ 85-DIORITE, Moderately Fractured Horizontal, High Angle, LAN".
and Low Angle Joints With Slight to Heavy Staining M'i r*'-<
-700
-. " <j k1 N/-
q-4 </
'. N"/.
90-
-695
-.4 r-L.
-.1 <t
.,4 Nt 95-a - -..- ~--J- + 4- - + - *4 - - .1- I- 4 -- 4-- i*-. .1-- 1. 0
(-
Boring Terminated at 95.60 ft bis o
CD
_D a.
J.-... .L. .J .J L- J-.. L ......-.J - £ .. J I.
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project WE S&ME Project No: 1264-06-724 Core Location: M-22R 72
- NQ Core Auger Refusal at 72.0 fi bls 72Quart, Fragment% 81 Low Angle Joints, Moderate Stainintg
- Horizontal Joint. Moderate Staining Low Angle Joint, Moderate Staining 73 -- Low Angle Joint. Slight Stainini 82 74 83 ow Angle Joint, No Staininp High AntgleJoint,Slight Staining 84 High Angle Joint, Slight Staining End of Rutt 1. RFC- 10M',% RQD - 8:2%
HorizonttalJoint, Slight Staitting 76 85 Intensely FracturedZone.Slight Staiting: Core Loss Low Angle Joint. NoiStaining nd of Run #3. RE" - 100%,RQD - 1001%
86 EXPLANATION I
Meta Gabbro 87 ow Angle Joints, No Staining E]
Quartz Diorite UDiorite 1-88 Core Loss orizontal Joint. Slight Staining 0
89 Intense Fracturing Low Angle Joitt, No Staitting Fractures
- End of Run End of Run 42. REC -91%, REQ - 83% .. Contact
- Healed Joint igh Angle Joint, Heavy Staining 81 90 Page 1 of 2
FIELD ROCK CORE LOG Abb.
McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 Core Location: M-22R 90 NQ Core Low Angle Joint, Heav Staining. Soil in Fracturt Low Angle Joint, Moderate Staining End of Run #4, REt' - 100%, RQD - 92%
91 High Angle Joint, Heavy Staining 9High Angle Joint, Moderate Staining 92 93 94 High Angle Joint, Slight Staining High Angle Joint, Moderate Staining. Soil in Frac ture 95 EXPLANATION L Angle Joints, Moderate Staining U End of Run #5, REC - 98%, RQD - 93% Meta Gabbro Coring Teiminated at 95.60 ft his
[l 96 Quartz Diorite UDiorite Granite Core Loss Intense Fracturing Fractures
- End of Run
....-. Contact
-Healed Joint Page 2 of 2
COMPLETION REPORT OF WELL No. M-22R Sheet 1 of 3 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 49.42 ft bls LATITUDE: 35 25 37.48 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 37.32 DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION: 789.42 DATE DRILLED: 12)3/07 DATUM: MSL PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 87 ft bls GROUT Type: Neat Cement Interval: 0 to 37.8 ft bls SEAL Type: K-Packer + Bentonite Interval: 37.8 to 86.3 ft bis FILTERPACK Type: N/A Interval: NIA SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 87 to 92 ft bls LEGEND E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH X STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-22R Charlotte, North Carolina ENGINEERING . TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 786.8 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Courtney Withei STRATA WELL 0- z0 O DETAILS W X. WELL CONSTRUCTION DETAILS DESCRIPTION 2 0 w Lu
_ _ - _ _ _J (See Page 1)
-35 -I *I SOIL/SAPROLITE (Ml): Orange and White, Fine Sandy, SILT With 37.80 749.02 Manganese Staining; Vertical Quartz Gravel Vein From 39.00 ft to 40 40.10 ft bls (continued)
SOIL/SAPROLITE 45 (M1): Tan, Micaceous, SILT With Manganese Staining SOIL/SAPROLITE _T (Ml): Tan, Orange, 50 and White, Very Micaceous, Fine Sandy, SILT With Manganese Staining; White, Silty, Medium to Fine Sand Lense From 50.30 ft to 50.60 -55 ft bls WEATHERED ROCK -60 (M2): When Sampled Becomes Tan, Orange, and White, Micaceous, Silty, Medium to Fine SAND With Manganese Staining -65
-70 LEGEND SOUND ROCK (D):
Medium-Grained QUARTZ DIORITE, q- E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE W Intensely Fractured 75 E BENTONITE BS BENTONITE SEAL Horizontal, High Angle, FP FILTER PACK and Low Angle Joints
- CEMENT GROUT (n, TSC TOP OF SCREEN With Slight to CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN Moderate Staining TD TOTAL DEPTH CD y_ STATIC WATER LEVEL CG CEMENT GROUT
_°
,J COMPLETION REPORT OF Z 9751 Southern Pine Blvd. WELL No. M-22R 0 S&M E ENGINEERING - TESTING Charlotte, North Carolina Sheet 2 of 3 ENVIRONMENTAL SERVICES
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 786.8 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Courtney Withet STRATA WELL a z0 D ' DETAILS z X WELL CONSTRUCTION DETAILS
>- ww -J -J (See Page 1)
SOUND ROCK (D):
Medium-Grained -80 QUARTZ DIORITE, Nd Slightly Fractured Low Angle Joints With No -4r.
Staining (continued)
SOUND ROCK (D):
Coarse-Grained NJ QUARTZ DIORITE, -4t' -85 lUnfractured 86.00 700.82 NJt~
nw 86.30 SOUND ROCK (D): 700.52 Medium-Grained NJ~~
-4r' 87.00 699.82 QUARTZ DIORITE, Slightly Fractured Low -4r' ngle Joints With No Staining -90 SOUND ROCK (D): 91.50 695.32 Coarse-Grained 92.00 694.82 QUARTZ DIORITE, -~ r-,
Moderately Fractured -.1 r-,
Horizontal, High Angle, and Low Angle Joints -.95 With Slight to Heavy 95.60 691.221 Staining 0
LEGEND C,) FILTER PACK TOC TOP OF CASING 0 GS GROUND SURFACE CD BENTONITE BS BENTONITE SEAL ui CEMENT GROUT FP FILTER PACK U)
- n. CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN CD TD TOTAL DEPTH a STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF
- 9751 Southern Pine Blvd. WELL No. M-22R W U E Charlotte, North Carolina ENGINEERING - TESTING Sheet 3 of 3 2 ENVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 tern Eý Boring Number: M-22R Sample No: I M 22 R -
Depth (ft-bls): 9.3-10.8 Blow Count: 2 *2 *3
-1 2 -3 4 5 6 :7 8 9 2- 3 Sample No: 2 . ,.
Depth (ft-bls): 14.3 -15.8 Blow Count: 4 *4** 7
.1 2 3 7, 8 9 I Sample No: 3 " 22R Depth (ft-bls): 19.3 - 20.8 Blow Count: 5* 5 *7 Sample No: 4 Depth (ft-bls): 24.3 -25.8 Blow Count: 3*4 *6 2 3i2%,
Sample No: 5 0 71422 Depth (ft-bls): 29.3-30.8 2q 3,_30Y Blow Count: 2*4 *4 Sample No: 6 -
Depth (ft-bls): 34.3 - 35.8 Blow Count: 2 *3 *4 Page 1 of 3
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project IIE S&ME Project No: 1264-06-724 Boring Number: M-22R Sample No: 7 _A3 7 Depth (ft-bls): 39.3 - 40.8 3131 -q0 I Blow Count: 3 *3 *4 Sample No: 8 Depth (ft-hls): 44.3-45.8 Blow Count: 5* 5 *6 14H. 4 SampleNo: 9 M-2g 2 3 4 5 6 7 8 9 2 3 Depth (ft-bls): 49.3 - 50.8 Blow Count: 3* 4 *6 Sample No: 10 p 1
" 5 6 7 8 9 Depth (ft-bls): 54.3 - 55.8 Blow Count: 4*6 *6 Sample No: 11 , 4 5 6 7.
Depth (ft-bls): 59.3- 60.8 Blow Count: 12
- 30
- 50/2 12 3 4... 5 6 7 8 Sample No: 12 Depth (ft-bls): 64.3-65.8 Blow Count: 46
- 50/3 ( -3 (f -*
Page 2 of 3
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
$S&ME Boring Number: M-22R
- ,* 2 Sample No: 13 Depth (ft-bls):
Blow Count:
69.3 -
50/4 70.8 M-2k Page 3 of 3
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
- 6W Core Location: M-22R T-17 CLASSIFICATION:
72' to 80.55': Medium-Grained Quartz Diorite 80.55' to 81.45': Coarse-Grained Quartz Diorite 81.45' to 84.45': Medium-Grained Quartz Diorite 84.45' to 95.6': Coarse-Grained Quartz Diorite Page 1 of I
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material) J'rw w..
Site Name: MNS - GWPP Date: 12/7/2007 Boring I.D. M-22R Test Interval: 54.5' to 57.5' (Soil/Saprolite)
Total Depth of Hole: 57.5 ft bls 1753.05 cm Length of Open Hole: 3ft 91.46 cm Transformation Ratio m= C Performed by: Courtney Withers Time (sec) Head (cm) Permeability (cm/see) I Calculations 0 1751.10 60 1750.88 5.22E-07 120 1750.27 1.45E-06 d
K 1 d2 ln- H for 180 1749.45 1.98E-06 240 1748.87 1.39E-06 8.L.(t 2 -t,) H2 300 1747.53 3.23E-06 360 1747.44 2.18E-07 Where:
420 1746.92 1.25E-06 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 1746.07 2.05E-06 H, is the Piezometric Head for time; t = t (cm) 540 1745.95 3.01E-07 H2 is the Piezometric Head for time; t = t2 (cm) 600 1745.67 6.61E-07 D is the Diameter of the Standpipe (cm) 900 1742.16 1.69E-06 d is the diameter of the Open Length (cm),
1200 1739.42 1.33E-06 m is the Transformation Ratio, Where 1500 1737.04 1.15 E-06 K is the Horizontal Permeability
=i ,
1800 1734.21 1.37E-06 I K, is the Vertical Permeability 2400 1728.32 1.43E-06 L is the Open Length of Hole (cm)
Spreadsheet assumes 3" ID Pipe; NO Hole, OD = 3" MEAN PERMEABILITY (cmfsec) 1.33E-06 Graph of Field Data Head vs Time 1755.00 1750.00 1745.00 1740.00 1735.00 1730.00 1725.00 0 500 1000 1500 2000 2500 3000 Time (sec)
rCALCULATION Open Hole in Uniform OF PERMA-Material)BILITY BYTHE FALLINGHEAD METHOD Site Name: MNS - GWPP Date: 12/4/2007 Boring I.D. M-22R Test Interval: 71.6' to 75.6' (Sound Rock)
Total Depth of Hole: 75.6 ft bls 2304.87 cm Length of Open Hole: 4 ft 121.95 cm Transformation Ratio m= I Performed by: Courtney Withers Time (sec Head (cm) Permeability (cm/scc) Calculations 0 2245.03 60 2037.93 3.33E-04 d 2.fInzmL 120 1984.97 9.05E-05 D Ho for .
180 240 1965.52 1949.91 3.39E-05 2.74E-05 Kh 8Lt. (t 2 - t)
- In H2 300 1935.98 2.47E-05 360 1922.26 2.45E-05 Where:
420 1909.15 2.35E-05 Kh is the Horizontal Coefficient of Permeability (cm/sec) 480 1896.13 2.35E-05 H, is the Piezometric Head for time; t = t1 (cm) 540 1884.94 2.03E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 1873.20 2.15E-05 D is the Diameter of the Standpipe (cm) 900 1817.41 2.08E-05 d is the diameter of the Open Length (cm),
1200 1764.94 2.01 E-05 m is the Transformation Ratio, Where 1500 1717.56 1.87E-05 m= K Kh is the Horizontal Permeability 1800 1672.04 1.85E-05" K is the Vertical Permeability 2400 1591.43 1.70E-05 L is the Open Length of Hole (cm) 3000 1521.40 1.55E-05 3600 1458.78 1.45E-05 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 4.40E-05 Graph of Field Data Head vs Time 2475.00 2275.00 2075.00
- 1875.00 I 1675.00 1475.00 - -- ------------------
1275.00 . . . . . . .
0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD f, I(One" Holeftin.Uniform Material)
Site Name: MNS - GWPP Date: 12/5/2007 Boring I.D. M-22R Test Interval: 71.6' to 80.6' (Sound Rock)
Total Depth of Hole: 80.6 ft bls 2457.32 cm Length of Open Hole: 9 ft 274.39 cm Transformation Ratio m= I Performed by: Courtney Withers Time (sec) Head (cm) Permeability (cm/sec) Calculations 0 2253.17 60 2187.01 5.62E-05 d 2. In(2mL 120. 2029.76 1.41 E-04 D ) H for 180 1990.55 3.68E-05 Kh =- In 240 1970.88 1.87E-05 8 L. (t2 - t1 H2 300 1953.41 1.68E-05 360 1939.02 1.39E-05 Where:
420 1924.33 1.43E-05 K, is the Horizontal Coefficient of Permeability (cm/sec) 480 1911.07 1.30E-05 H, is the Piezometric Head for time; t = t1 (cm) 540 1898.81 1.21E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 1886.31 1.25E-05 D is the Diameter of the Standpipe (cm) 900 1828.54 1.1 7E-05 d is the diameter of the Open Length (cm),
1200 1776.25 1.09E-05 m is the Transformation Ratio, Where 1500 1728.08 1.04E-05 in -- Kh is the Horizontal Permeability 1800 1683.78 9.79E-06 1 K, is the Vertical Permeability 2400 1603.11 9.26E-06 L is the Open Length of Hole (cm) 3000 1529.66 8.84E-06 3600 1468.20 7.73E-06 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 2.38E-05 Graph of Field Data Head vs Time 2475.00 227500 "o 2075.00 1675.00 1475.00 - - -_"-_-- -
1275.00 . ..
0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
Site Name: MNS-GWPP Test Date: 12/13/2007 Well Label: M-22R Aquifer Thickness: 47.58 feet Screen Length: 5. feet Casing Radius: 1. Inches Effective Radius: 1.5 Inches Static Water Level: 49.42 feet Water Table to Screen Bottom: 42.58 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 84 time and drawdown measurements Maximum head is 1.454 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice GraphI 12/13/07 M-22R I
Bouwer and Rice parameter A = 2.7 Bouwer and Rice parameter B = 0.5 ln(Re/Rw) = 3.308372e+000 Analysis starts at time 9. Seconds Analysis ends at time 8. minutes 40 Measurements analyzed from 4 to 43 2 Points not plotted because head ratio <= 0.0 These points are not included in the analysis
~01 Of N
I e÷-0W Hydraulic Conductivity = 1.995e-004 cnmsec Transmissivity = 2.5 meters2lday I 1 10 15 A4usted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 1.454 feet at 0 Seconds PERMEABILITY 2.00 x 10-04 cm/sec
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VAL UE) IS THE NUMBER OF Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO Fax: 704-525-3953 DRIVE 1.41NM ID. SAMPLER l FT.
DRIVE 1.4 IN. I.D. SAMPLER I FT.
Project: MNS - Groundwater Protection Project Boring No. M-23 I
Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 2 Boring Depth (fi): 50.9 Elevation (ft): 775.5 Driller: Justin Millwood, NC Date Drilled: 11/29/07 Cert. No. 3439 1 Logged By: Courtney Withers I Water Level: Stabilized Water Level at 37.66 ft his Drilling Method: 4%" H.SA.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction
-775 Slightly Clayey, Fine Sandy, SILT With Manganese Staining Slightly Clayey, Very Fine Sandy, SILT With Mica and Manganese Staining; Large Manganese Vein at 20.0 ft bls SOIL/SAPROLITE (Ml): White, Tan, and Orange Wit Black and Green, Clayey, Coarse to Fine Sandy, SILT With Manganese Nodules
S&ME, Inc. 1. BORING AND SAMPLING IS INA CCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. ID. SAMPLER I FT Project: MNS - Groundwater Protection Project Boring No. M-23 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (11): 50.9 Elevation (1t): 775.5 Driller: Justin Millwood, NC Date Drilled: 11/29/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 37.66 ft his Drilling Method: 4%" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction
-740
- V 40-
-735 7-45-
-730 50-725
-a a- +
Boring Terminated at 50.90 ft his (n
Z 0
cc 0
COMPLETION REPORT OF WELL No. M-23 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 37.66 ft bls LATITUDE: 35 25 39.69 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 23.01 DRILLING METHOD: 41/4" H.S.A. TOP OF CASING ELEVATION: 778.23 DATE DRILLED: 11/29107 DATUM: MSL LOGGED BY:
STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 32 ft bls (Ml):
Reddish-Yellow, GROUT Micaceous, Slightly Type: Neat Cement Clayey, Fine Sandy, Interval: 0 to 26.8 ft bIs SILT With Manganese Staining I*
SEAL Type: Bentonite Interval: 26.8 to 29.4 ft bis (M1): Yellow-Brown and Red, Slightly FILTERPACK Clayey, Very Fine Type: #1 Filter Sand Sandy, SILT With Interval: 29.4 to 48.5 ft bls Mica and Manganese Staining; Large Manganese Vein at 20.0 ft bis SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 32 to 47 ft bis 26.80 (Ml): White, Tan, LEGEND and Orange With 29.40 Dn 0.
Black and Green, Clayey, Coarse to E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL Fine Sandy, SILT With Manganese CEMENT GROUT FP FILTER PACK Nodules TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL COMPLETION REPORT OF S&ME 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-23
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 775.5 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Courtney Withel STRATA WELL 0 z0
-J I-1.
DESCRIPTION 0 at DESCRIPTIN
- 2. DTIS W .ul WELL CONSTRUCTION DETAILS
)- wI -J Cf, 0 W (See Page 1)
- 35 2
SOIL/SAPROLITE (Ml): White, Tan, and Orange With Black and Green, Clayey, Coarse to Fine Sandy, SILT With Manganese -40 Nodules (continued)
L
-45 46.50 729.02 F 47.00 728.52 48.50 727.02 50 50.90 724.62 LEGEND I-l FILTER PACK TOC GS TOP OF CASING GROUND SURFACE 0
ui E BENTONITE BS BENTONITE SEAL
]CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN 0~ CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN CD CD TD TOTAL DEPTH STATIC WATER LEVEL 0 CG CEMENT GROUT
-, 51SuhrieCOMPLETION REPORT OF WELL No. M-23 0# SU EV
-9751 zNGINEERING TESTING Southern Pine Blvd.
Charlotte, North Carolina Sheet 2 of 2 0 NVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project 10CLiam IRWIP!
ýQpý Ei S&ME Project No: 1264-06-724 Boring Number: M-23 I
Sample No: 1 Depth (ft-bls): 9.4 - 10.9 Blow Count: 3* 2*4 Sample No: 2 Depth (ft-bls): 14.4- 15.9 Blow Count: 4
- 3
- 5 Sample No: 3 Depth (ft-bls): 19.4 - 20.9 Blow Count: 3
- 3* 4 Sample No: 4 Depth (ft-bls): 24.4 - 25.9 Blow Count: 2
- 3
- 4 Sample No: 5 z 3 Depth (ft-bls): 29.4 -30.9 Blow Count: 2 2 *"3 Sample No: 6 -371 2 Depth (ft-bis): 34.4-35.9 Blow Count: 2
- 3*4 Page 1 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 Boring Number: M-23 Sample No: 7 2 2 3 9 A Depth (ft-bls): 39.4 - 40.9 Blow Count: 2 2 *2 Sample No: 8 Depth (ft-bls): 44.4- 45.9 Blow Count: 2 3 3 2- - 2 4 Sample No: 9 Depth (ft-bls): 49.4- 50.9 Blow Count: 3* 5* 7 IN 1 Page 2 of 2
Open Hole in Uniform r0CALCULATION Material)
OF PERMEABILITY ,S, THE FALLING BY EAD METHOD Site Name: MNS - GWPP Date: 11/30/2007 Boring I.D. M-23 Test Interval: 39.3' to 42.3' (Soil/Saprolite)
Total Depth of Hole: 42.3 ft bls 1289.63 cm Length of Open Hole: 3ft 91.46 cm Transformation Ratio m= u Performed by: Courtney Withers Time (sec) Head (cm) Permeability (cm/sec) I Calculations 0
60 120 180 1292.80 1281.74 1271.65 1261.65 3.61 E-05 3.32E-05 3.32E-05 Kh =
K12- In(l2rDLj)_
ný,n for [ill 240 1252.53 3.05E-05 8.L.(t 2 -tj) H2 300 1243.45 3.06E-05 360 1235.24 2.78E-05 Where:
420 1226.40 3.02E-05 Kh is the Horizontal Coefficient of Permeability (cmn/sec) 480 1219.02 2.54E-05 H, is the Piezometric Head for time; t = t (cm) 540 1211.07 2.75E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 1203.38 2.68E-05 D is the Diameter of the Standpipe (cm) 900 1168.48 2.47E-05 d is the diameter of the Open Length (cm),
1200 1136.80 2.31 E-05 m is the Transformation Ratio, Where 1500 1110.30 1.98E-05 is the Horizontal Permeability m = ýK K Kh 1800 1083.60 2;05E-05 K, is the Vertical Permeability 2400 1027.44 2.24E-05 L is the Open Length of Hole (cm) 3000 987.16 1.68E-05 3600 965.27 9.43E-06 Spreadsheet assumes 3" ID Pipe; NO Hole, OD = 3" MEAN PERMEABILITY (cmfsec) 2.58E-05 Graph of Field Data Head vs Time 1350.00 1300.00 1250.00 g 1200.00 1150.00 1100.00 1050.00 1000.00 950.00 ---
900.00 ... .
0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
Site Name: MNS-GWPP Test Date: 12/13/2007 Well Label: M-23 Aquifer Thickness: 14.34 feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 37.66 feet Water Table to Screen Bottom: 9.34 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 101 time and drawdown measurements Maximum head is 3.146 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/13/07 M-23 1 -,
Bouwer and Rice parameter A = 2.617 Bouwer and Rice parameter B = 0.4881 ln(Re/Rw) = 2.689586e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 66. Seconds Analysis ends at time 16. minutes 27 Measurements analyzed from 18 to 44 2 Points not plotted because head ratio <= 0.0 These points are not included in the analysis 0
1'e-00 2 Hydraulic Conductivity = 8.227e-005 cm/sec Transmissivity = 0.3107 meters2/day I I I 2
U I 3 Ac4usted Time (Hours)
Analysis by Julie Petersen of S&ME, Inc. Ho is 3146 feet at 0. Seconds PERMEABILITY 8.23 x 10-05 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
M-23 SS-5 29.4 to 30.9 ft bls Sample
Description:
White, Tan, Orange With Black and Green, Clayey, Coarse to Fine Sandy, Silt 100% "
90% 1 80%
70% IiI 60% U) 40%i 30% a.-
30%,o 20%i - ..... a""
10% --
0% A~ - A 100 10
- 1 0.1 CD 0.01 0l 0.001 Particle Size (mm), R 00
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.4% 37.5% 57.0% 5.1%
Adjusted for 0% 38% 57% 5%
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:
McGuire Nuclear Station - GWPP S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724 # 0'&Mi E Boring No. M -23 10E-L N M
-- t~v~v EXI'I.A\NArI( )N Boring Depth: 29.4 to 30.9 ft bls Lim,. ti "
.4, ;*-il,
% Sand: 38% HO rI ,i' .I..
1y
- I *Sil 01,li21-0.00l4
% Silt: 57% 0
% Clay: 5%
Estimated Specifi c-)
Yield: 18% 2 SANDY CL.AY\ SILTY CLAY 40)
S" -- &I--------------------2J.T Sill size (perceŽIl)
FIGURE 4.11 Textural classification triangle for unconsolidated materials showing ilhe relation between particle size and specific yield. Source: A. I. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
POROSITY 4 3:
03
%,i d ;
Estimated Porosity: 44%
Variation of Porosity, Specific Yield, and Specific Retention with Grain Size (after Bear, 1972)
@SSMEENGINEERING
- TESTING ENVIRONMENTAL SERVICES S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953
- 1. BORING AND SAMPLING IS INACCORDANCE WITH ASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. D. SAMPLER 1FT.
Project: MNS - Groundwater Protection Project Boring No. M-30 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 2 Boring Depth (ft): 50.7 Elevation (ft): 733.5 Driller: Justin Millwood, NC Date Drilled: 5/17/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 42.59 ft bis Drilling Method: Mud Rotary Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction 50 11 SOIL/SAPROLITE (Ml): Red, Micaceous, Slightly Sandy, Clayey, SILT
-730 5-725 10-
-720 SOIL/SAPROLITE (M1): Yellow, Red, and Tan, Silty, Fine SAND With Manganese Staining; Tan, Medium to 15- Fine Sand Lense From 17.00 to 17.25 ft bls 715 20-SOILJSAPROLITE (Ml): White, Tan, and Black, Silty, Medium to Fine SAND With Manganese Staining
-710 25 a.)
SOIL/SAPROLITE (MI): White, Tan, and Black, Micaceous, Slightly Sandy, SILT
-705 0
ZD 30- m 0
/ / / SOIL/SAPROLITE (Ml): Greenish-Black, Tan, and 4 / / White, Micaceous, Clayey, SILT With Manganese 700 4 / / Staining
/ /
/ /
S&ME, Inc. 1.BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
SIS8ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 T)PIVP I ,A IA!lq .(
,AMLP!KRP I PT7 Project: MNS - Groundwater Protection Project Boring No. M-30 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (f1): 50.7 Elevation (ft): 733.5 Driller: Justin Millwood, NC Date Drilled: 5/17/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 42.59 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction 0 50 100 4/
//
/
- 695
/
/
40-- /
/
- - "" SOIL/SAPROLITE (Ml): Greenish-Black and Tan, Micaceous, Slightly Sandy, SILT With Manganese
-690 Staining and White, Medium to Fine Sand Lenses 45-WEATHERED ROCK (M2): When Sampled Becomes 685 Greenish-Black and Tan, Micaceous, Silty, Medium to Fine SAND With Manganese Staining 50-Boring Terminated at 50.70 ft bls Lithologic Descriptions Obtained From M-30R ED C'
tD C!
W 0
z 0
COMPLETION REPORT OF WELL No. M-30 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 42.59 ft bis LATITUDE: 35 25 38.90 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 57 02.23 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 736.50 DATE DRILLED: 5117107 DATUM: MSL LOGGED BY: Courtney Withers STRATA 1 F-WELL DETAILS z
0 WELL CONSTRUCTION DETAILS DESCRIPTION 0 WW I I -J PROTECTIVE CASING 0
0.00 733.46 Diameter: 4" X 4" SOIL/SAPROLITE Type: Lockable Steel (M1): Red, Interval: Above Grade Micaceous, Slightly Sandy, Clayey, SILT RISER CASING 5 Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 36.7 ft bls GROUT Type: Neat Cement
-10 Interval: 0 to 30.7 ft bls SEAL SOIL/SAPROLITE Type: Bentonite (Ml): Yellow, Red, -15 Interval: 30.7 to 33.0 ft bls and Tan, Silty, Fine SAND With Manganese Staining; FILTERPACK Tan, Medium to Fine Type: #1 Filter Sand Sand Lense From Interval: 33.0 to 50.7 ft bls 17.00 to 17.25 ftbls
-20 SCREEN Diameter: 2" SOILISAPROLITE (Ml): White, Tan, Type: 0.010 Slotted Sch. 40 PVC and Black, Silty, Interval: 35.7 to 50.7 ft bls Medium to Fine SAND With -25 Manganese Staining SOIL/SAPROLITE 0 (Ml): White, Tan, LEGEND (0
and Black, Micaceous, Slightly FILTER PACK TOC TOP OF CASING 0 Sandy, SILT -30 30.70 702.76 GS GROUND SURFACE (n BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK 33.00 700.46 TSC TOP OF SCREEN 0~ // CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN ci 0
z
/
I I. .
V STATIC WATER LEVEL TD CG TOTAL DEPTH CEMENT GROUT COMPLETION REPORT OF 0
- S& uME ENGINEERING TESTING 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-30 Sheet I of 2 ENVIRONMENTAL* SERVICES
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 733.5 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Courtney Withei STRATA z WELL o 0 o DETAILS CO w WELL CONSTRUCTION DETAILS DESCRIPTION 0JL W
W W
1 W (See Page 1)
SOIL/SAPROLITE -35 (Ml):
Greenish-Black, Tan, and White, Micaceous, Clayey, SILT With Manganese Staining
-40 (continued)
SOILISAPROLITE (Ml): Greenish-Black and Tan, Micaceous, Slightly Sandy, SILT With Manganese -45 Staining and White, Medium to Fine Sand Lenses WEATHERED ROCK (M2): When Sampled Becomes 50.20 683.26 Greenish-Black and
-50 50.70 682.76 Tan, Micaceous, Silty, Medium to Fine SAND With Manganese Staining LEGEND W
E FILTER PACK TOC TOP OF CASING GS GROUND SURFACE 0
E BENTONITE BS BENTONITE SEAL cw FP FILTER PACK
] CEMENT GROUT W TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH 3 STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF
- 9751 Southern Pine Blvd. WELL No. M-30 0- # SSNumm ENGINEERING - TESTING Charlotte, North Carolina ENVIRONMENTAL SERVICES Sheet 2 of 2
Site Name: MNS-GWPP Test Date: 5/23/2007 Well Label: M-30 Aquifer Thickness: 13.11 feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 42.59 feet Water Table to Screen Bottom: 8.11 feet Anisotropy Ratio: 1 Time Adjustment: 0. Seconds Test starts with trial 0 There are 69 time and drawdown measurements Maximum bead is 1.326 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 5/23/07 M-30 Bouwer and Rice parameter A = 2.445 Bouwer and Rice parameter B = 0.4636 ln(Re/Rw) = 2.631261e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 6. Seconds Analysis ends at time 3.5 minutes 19 Measurements analyzed from 3 to 21 1 Points not plotted because head ratio <= 0.0 These points are not included in the analysis 0 1 1 ,-0 302 Hydraulic Conductivity =4.651e-004 cm/sec Transmissivity = 1.1 15e-003 m2/min 5 1u 20 25 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 1 326 feet at 0 Seconds PERMEABILITY 4.65E-04 cm/sec
S&ME, Inc. 1.BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITH ASTMD-1586.
StS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. 1.D. SAMPLER 1 FT.
Project: MNS - Groundwater Protection Project Boring No. M-30R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 1 of 3 Boring Depth (ft): 89.6 Elevation (ft): 733.8 Driller: Justin Millwood, NC Date Drilled: 5/14/07 1 BCert. No. 3439 Logged By: Courtney Withers - T Water Level: Stabilized Water Level at 42.88 ft bls Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction I-rrrI + - , r r - ,v n SOIL/SAPROLITE (Ml): Red, Micaceous, Slightly Sandy, Clayey, SILT
-730 5-
-725 10-
-720 SOIL/SAPROLITE (Ml): Yellow, Red, and Tan, Silty, Fine SAND With Manganese Staining; Tan, Medium to 15 Fine Sand Lense From 17.00 to 17.25 ft bls.
-715 20 --
SOIL/SAPROLITE (M1): White, Tan, and Black, Silty, Medium to Fine SAND With Manganese Staining
-710 25-SOIL/SAPROLITE (Ml): White, Tan, and Black, Micaceous, Slightly Sandy, SILT
-705 30-7 // /
/
SOIL/SAPROLITE (Ml): Greenish-Black, Tan, and White, Micaceous, Clayey, SILT With Manganese
// / / Staining
-700 / /
// //
@S&ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953
- 1. BORING AND SAMPLING IS INACCORDANCE WITHASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
Project: MNS - Groundwater Protection Project Boring No. M-30R I
Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 3 Boring Depth (ft): 89.6 Elevation (ft): 733.8 Driller: Justin Millwood, NC Date Drilled: 5/14/07 Cert. No. 3439 1 Logged By: Courtney Withers I Water Level: Stabilized Water Level at 42.88 ft bls Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction SOIL/SAPROLITE (Ml): Greenish-Black and Tan, Micaceous, Slightly Sandy, SILT With Manganese Staining and White, Medium to Fine Sand Lenses 45- I WEATHERED ROCK (M2): When Sampled Becomes Greenish-Black and Tan, Micaceous, Silty, Medium to Fine SAND With Manganese Staining Roller Cone Refusal at 69.7 ft bis
S&ME, Inc. 1.BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
SS&ME Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THENUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 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: MNS - Groundwater Protection Project Boring No. M-30R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 3 of 3 Boring Depth (ft): 89.6 Elevation (It): 733.8 Driller: Justin Millwood, NC Date Drilled: 5/14/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 42.88 ft bis Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction II PARTIALLY WEATHERED/FRACTURED ROCK (WF): Medium-Grained GRANITE, Intensely Fractured, With Intermittent Soil Seams ffffll
-660 75-SOUND ROCK (D): Medium-Grained QUARTZ DIORITE With Intermittent Fine-Grained DIORITE and Possible Volcanic Intrusion; Moderately to Intensely Fractured
-655 80- \jt <
va~ <
\J~ <
\J~ <
-650 S<
85-645 4 4-Boring Terminated at 89.55 ft bls 0
0
. . . . . . . . . . I I
FIELD ROCK CORE LOG Al"'Am ft am McGuire Nuclear Station - Groundwater Protection Project Iql S&ME Project No: 1264-06-724 Core Location: M-30R 69 69 NQ Core 78 76.95' - 78.35' Fracture Zone. High Angle to Vertical Fractures, Moderately Weathered Roller Con,c Refusal 10.69.7' 70 -- 69.9'- 70.2 ' ligh Angle Joint, Heavily Weathered Surface 79 -
70.25' Hon zontal Joint, Heavily Weathered Surface ire Ioss 70.35' - 70. 45' Sod/Weathered Rock Seam
,55' End of Run #2, REC - 80%, RQD - 56%
71 ---
80 -
70.9'-- 71.6' Fracture Zone, Horizontal to High Angle Fractur es, Heavily Weathered Surfaces 71.7 - 71.7 o'tQuartz Vein 72 81 72.2' Horiz *ontalJoint, Heavily Weathered Surface 72.44' - 72. 46' Quatz Vein 73 82 -
Volcanic Intrusion (?)
82.6' High Angle Joint, Moderate Staining 74 Core Loss 83 1.2'Horizontal Joint, Moderate Staining EXPLANATION 3.35' High Angle Joint. Moderate Staining 74.55' End of Run #1, REC - 82.5%. RQD - 46.4% 3.6' High Angle Joint, Moderate Staining U Meta Gabbro 75 C-ore Loss, 84 3.95' Horizontal Joint, Moderate Staining 0
Quartz Diorite 84.55' End of Run #3. REC - 100%. RQD - 93%
U Diorite 76 C'ore Loss 85 -
El Granite 84.55' - g5.95' Fracture Zone. Horizontal to Vertical Fracturing. Moderately Decomposed Core Loss 77 86 Intense Fracturing
- Fractures 76.95'- 78.35' Fracture Zone, High Angle to Vertical -- End of Run 7 *"Fractur res,Moderately Weathered 0m Contact Healed Joint 87.6' High Angle Joint, Completely Healedwith Epidote 9.75'-
IO O/
Page 1 of 2
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project #WE S&ME Project No: 1264-06-724 Core Location: M-30R 87 86.75'- 87.6' High An gle Joint. Completely Healed with Epidote 87.9' High Angle Joint , Moderately Decomposed 88 8 15' Horizontal Joinit, Moderately Decomposed 98.25' - 88.55' High A ngle Joint, Moderately Decomposed 89 89.55' End of Run #4, REC - 100%, RQD - 59%
Coring Terminated (a 89.55' 90 91 92 EXPLANATION U
Meta Gabbro 93 Quartz Diorite Diorite 94 Granite Core Loss 95 Intense Fracturing Fractures
-- End of Run
....-. Contact Healed Joint 0*
96 Page 2 of 2
COMPLETION REPORT OF WELL No. M-30R Sheet 1 of 3 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 42.88 ft bis LATITUDE: 35 25 38.92 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 57 02.19 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 736.99 DATE DRILLED: 5/14107 DATUM: MSL STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 72.1 ft bls GROUT Type: Neat Cement Interval: 0 to 70 ft bls SEAL Type: K-Packer + Bentonite Interval: 70 to 72.3 ft bls FILTERPACK Type: NIA Interval: N/A SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 73.5 to 78.5 ft bls LEGEND D FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH V STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-30R ENGINEERING - TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 733.8 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Court ,Withei STRATA WELL a zul DETAILS 0 I ,.J (See Page 1)
(Ml): Greenish-Black and Tan, Micaceous, Slightly Sandy, SILT With Manganese -45 Staining and White, Medium to Fine Sand Lenses WEATHERED ROCK (M2): When Sampled Becomes Greenish-Black and Tan, Micaceous, Silty, Medium to Fine SAND With Manganese Staining 70.00 LEGEND E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH
_ STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-30R Charlotte, North Carolina ENGINEERING - TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 733.8 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Courtney Withet STRATA o zo WELL :
, DT -' " WELL CONSTRUCTION DETAILS C DE DESCRIPTION ETAILS Z. a.ýu.1 (See Page 1)
SOUND ROCK (D):
-It' -80 ...........
"..'.".'..... 80.30 653.50 Medium-Grained QUARTZ DIORITE With Intermittent Fine-Grained DIORITE and Possible Volcanic
-I>
Intrusion; Moderately to Intensely Fractured r85 (continued) 89.55 644.25 LEGEND Co I-El FILTER PACK TOC GS TOP OF CASING GROUND SURFACE 0
0 BENTONITE BS BENTONITE SEAL vi CEMENT GROUT FP FILTER PACK U, TSC TOP OF SCREEN
- n. CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN CD TD TOTAL DEPTH 0 Y STATIC WATER LEVEL CG CEMENT GROUT
-J
!$S* ECOMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-30R t*.o Charlotte, North Carolina ENGINEERING - SERVICES ENVIRONMENTAL TESTING Sheet 3 of 3
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
$6&ME Boring Number: M-30R Sample No: 1 Depth (ft-bls): 2.85 - 4.35 Blow Count: 5
- 7
- 12 Sample No: 2 Depth (ft-bls): 7.85 - 9.35 Blow Count: 3*6*7 Sample No: 3 Depth (ft-bls): 12.85 - 14.35 Blow Count: 3*4*7 Sample No: 4 Depth (ft-bis): 17.85 - 19.35 Blow Count: 4*6*7 Sample No: 5 Depth (ft-bls): 22.85 - 24.35 Blow Count: 4*6*8 Sample No: 6 Depth (ft-bls): 27.85 - 29.35 Blow Count: 3*4*6 rage i oi J
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project *S&ME S&ME Project No: 1264-06-724 Boring Number: M-30R Sample No: 7 Depth (ft-bls): 32.85 - 34.35 Blow Count: 3*5*6 Sample No: 8 Depth (ft-bls): 37.85 - 39.35 Blow Count: 4*4*9 Sample No: 9 Depth (ft-bls): 42.85 - 44.35 Blow Count: 7
- 15
- 26 Sample No: 10 Depth (ft-bis): 47.85 - 49.35 Blow Count: 35
- 50/4 Sample No: 11 Depth (ft-bhs): 52.85 - 54.35 Blow Count: 32
- 50/5 Sample No: 12 Depth (ft-bls): 57.85 - 59.35 Blow Count: 50/4 Page 2 of 3
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project *S&ME S&ME Project No: 1264-06-724 Boring Number: M-30R Sample No: 13 Depth (ft-bls): 62.85 - 64.35 Blow Count: 50/4 Sample No: 14 Depth (ft-bls): 67.85 - 69.35 Blow Count: 50/2 Page 3 of 3
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
"$&ME Core Location: M-30R CLASSIFICATION:
69.7' to 76.15' Medium Grained Granite 76.15' to 77.8' Medium Grained Quartz Diorite 77.8' to 79.4' Fine Grained Diorite 79.4' to 81.8' Medium Grained Quartz Diorite 81.8' to 82.65' Volcanic Intrusion (?)
82.65' to 84.55' Medium Grained Quartz Diorite 84.55' - 86.15' Fine Grained Diorite 86.15' to 89.55' Medium Grained Quartz Diorite Page I of I
CALCULEATiON O PEREABILITýYBYTH*EFALLING HEAD METHOID (Open Hole in Uniform Material) "W E Site Name: MNS - GWPP Date: 5/14/2007 Boring I.D. M-30R Test Interval: 38.7' to 41.7' (Soil/Saprolite)
Total Depth of Hole: 41.7 ft bls 1271.34 cm Length of Open Hole: 3 ft 91.46 cm Transformation Ratio m= I Performed by: Julie Petersen Time (see) Head (cm) Permeability (cm/sec) Calculations 0 1355.46 M
60 1349.85 1.74E-05 d2'-In mL 120 1345.61 1.32E-05 (D for 180 1341.04 1.43E-05 K,
- In 240 1336.62 1.39E-05 8 L. (2 - tl) H2 300 1332.26 1.37E-05 360 1328.08 1.32E-05 Where:
420 1323.87 1.33E-05 K, is the Horizontal Coefficient of Permeability (cm/sec) 480 1319.66 1.34E-05 H, is the Piezometric Head for time; t = tý (cm) 540 1315.27 1.40E-05 H2 is the Piezometric Head for time; t = t2 (cm) 600 1311.49 1.21E-05 D is the Diameter of the Standpipe (cm) 900 1291.59 1.29E-05 d is the diameter of the Open Length (cm),
1200 1272.16 1.27E-05 m is the Transformation Ratio, Where 1500 1253.14 1.27E-05 m K/ K Kh is the Horizontal Permeability 1800 1234.39 1.27E-05 vIT=I K, is the Vertical Permeability 2400 1197.96 1.26E-05 L is the Open Length of Hole (cm) 3000 1162.44 1.27E-05 3600 1127.10 1.30E-05 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 1.34E-05 Graph of Field Data Head vs Time 1400.00 -
1350.00
-~1300.00 -_------- -- ~-- -.------
11250.00 -
Z 1200.00 -
1150M00 1100.00 0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
CALCULATION OF PERMEABILITYBY THE FALLING HEAD METHOD (Open Hole in Uniform Material) * " ME Site Name: MNS - GWPP Date: 5/16/2007 Boring I.D. M-30R Test Interval: 70.15 to 74.35 (Partially Weathered/Fractured Rock)
Total Depth of Hole: 74.35 ft bls 2266.77 cm Length of Open Hole: 4.2 ft 128.05 cm Transformation Ratio m= I Performed by: Julie Petersen Time (see) Head (cm) Permeability (cm/see) Calculations 0 2207.93 60 2081.52 1.96E-04 d 2. In 2mL 120 2035.46 7.43E-05 180 2009.33 4.29E-05 Kh = DD In I 240 1984.70 4. 1OE-05 8-L. (t2 - t1 ) H2 300 1961.34 3.93E-05 360 1940.03 3.63E-05 Where:
420 1919.66 3.50E-05 K, is the Horizontal Coefficient of Permeability (cm/sec) 480 1899.02 3.59E-05 1-1, is the Piezometric Head for time; t = t (cm) 540 1878.90 3.54E-05 H-,2 is the Piezometric Head for time; t = t2 (cm) 600 1859.27 3.49E-05 D is the Diameter of the Standpipe (cm) 900 1767.16 3.37E-05 d is the diameter of the Open Length (cm),
1200 1685.03 3.16E-05 m is the Transformation Ratio, Where 1500 1611.71 2.95E-05 m = K/K Kh is the Horizontal Permeability 1800 1545.91 2.77E-05 "' I K, is the Vertical Permeability 2400 1432.99 2.52E-05 L is the Open Length of Hole (cm) 3000 1362.87 1.67E-05 3600 1286.46 1.92E-05 Spreadsheet assumes 3" ID Pipe; NQ Hole, OD = 3" MEAN PERMEABILITY (cm/sec) 4.44E-05 Graph of Field Data Head vs Time 2450.00 2250.00 2050.00 ~-__ ____---__ _
1850.00 I 1650.00 1450.00 .
1250.00 ,
0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
Site Name: MNS-GWPP Test Date: 5/23/2007 Well Label: M-30R Aquifer Thickness: 40.62 feet Screen Length: 5. feet Casing Radius: 1. Inches Effective Radius: 1.5 Inches Static Water Level: 42.88 feet Water Table to Screen Bottom: 35.62 feet Anisotropy Ratio: 1 Time Adjustment: 0. Seconds Test starts with trial 0 There are 57 time and drawdown measurements Maximum head is 1.71 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 5/23/07 M-30R Bouwer and Rice parameter A = 2.7 Bouwer and Rice parameter B = 0.5 In(Re/Rw) = 3.244432e+000 Analysis starts at time 9. Seconds Analysis ends at time 0.9 minutes 16 Measurements analyzed from 4 to 19 01 I o-00 Hydraulic Conductivity= 2.1 56e-003 cmsec Transmissivity = 1.601e-002 m2/min 0 2 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Hos 171feet at 0 Seconds PERMEABILITY 2.16E-03 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring M-30R No.: I SS-11 Depth: to 54.35 ft bls
.52.85 Sample
Description:
Greenish-Black, and Tan, Silty, Fine to Medium Sand With Mica 100% , I r,-,
70%
80% :: -
,I1" _ t - -
C:
20% ----------------------------- - -- --- ------------ - -- ---
100 10 - 1 0.1 0.01 0.001 Particle Size (mmn) C.
>42mm 2 mm.- 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.1% 70.5% 26.0% 3.4%
Adjusted for Calculations I I 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:
McGuire Nuclear Station - GWPP S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724 #S&ME Boring No. M-30R 100 EXITIA\.Ar:
Boring Depth: 52.85 to 54.35 ft bIs .9 ,,1 . . ,
% Sand: 71% m, I, ..... ........
% Silt: 26% U'Y / 7") ,
CLAY C,
% Clay: 3% /
Estimated Specifice / '
Yield: 27% 14F, 'ir LY2 4 SANI)Y CL.AY
\ CLAY-SUT-l 4. .,,
1
/2(
Sill Ni/_ (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.
245 a
It II
'ISPECIFIC PIETENTIr, U'2u -j Estimated Porosity: 42.5%
Variation of Porosily, Specific Yield, and Specific Retention with Grain Size (after Bear, 1972)
S&ME, Inc. 1.BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. ID. SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-31 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 2 Boring Depth (ft): 50.8 Elevation (fi): 771.1 Driller: Justin Millwood, NC Date Drilled: 11/28/07 Cert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 31.36 ft his Drilling Method: 4%" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 50 1i
/ / / SOIL/SAPROLITE (Ml): Reddish-Brown, Micaceous,
-770
/ / / Clayey, SILT
/ / /
/ /
/ /
// / /
// //
SOIL/SAPROLITE (Ml): Red and Yellow, Very 5- Micaceous, Silty, Fine SAND
-765 10-
-760 SOIL/SAPROLITE (1\l): White, Tan, and Reddish-Orange, Very Micaceous, Silty, Medium to Fine SAND With Manganese Staining 15 755 20-
-750 I-.
0 25-0 z
-745 CD CD CD CD 0
U, z 30-
-740 SOIL/SAPROLITE (Ml): Brown and White, Very I Micaceous, Coarse to Fine Sandy, SILT With Manganese I-Staining; White Coarse to Fine Sand Lense From 34.75 ft to CD 0 34.90 ft bls CD z
0
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE ItS8ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953 WITHASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO D)R!VE)1.4 IN.1D SAMPLER 1FT Project: MNS - Groundwater Protection Project Boring No. M-31 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (ft): 50.8 Elevation (ft): 771.1 Driller: Justin Millwood, NC Date Drilled: 11/28/07 L BCert. No. 3439 Logged By: Courtney Withers Water Level: Stabilized Water Level at 31.36 ft his Drilling Method: 4Y4" H.S.A.
Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 50 11
-735 40-
-730
_ . SOIL/SAPROLITE (Ml): White, Silty, Medium to Fine 45 SAND SOIL/SAPROLITE (Ml): Dark Brown and Light Brown,
-725 Very Micaceous, Silty, Fine SAND With Manganese Staining SOIL/SAPROLITE (Ml): White, Brown, and Orange, Very Micaceous, Silty, Medium to Fine SAND With Manganese Staining 50-LLL SOIL/SAPROLITE (MI): Brown and Orange, Very
\Micaceous, Silty, Fine SAND With Manganese Staining I Boring Terminated at 50.80 ft bis W
G2 0
0 Z
0~
COMPLETION REPORT OF WELL No. M-31 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 31.36 ft bls LATITUDE: 35 25 49.36 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 27.32 DRILLING METHOD: 41/4' H.S.A. TOP OF CASING ELEVATION: 773.54 DATE DRILLED: 11128/07 DATUM: MSL LOGGED BY: Courtney Withers STRATA WELL 0- z0
-J DESCRIPTION DESCRIPTION in F-u jtDETAILS Z
LU U I-_
WELL CONSTRUCTION DETAILS C.)
)-
a W -
1o
. I J -J uJ-.
W PROTECTIVE CASING 0.00 771.07 Diameter: 4" X 4!
SOIL/SAPROLITE Type: Lockable Steel (Ml): Interval: Above Grade Reddish-Brown, Micaceous, Clayey, SILT RISER CASING SOIL/SAPROLITE Diameter: 2" (Ml): Red and Yellow, Very Type: Sch. 40 PVC Micaceous, Silty, Fine Interval: 0 to 25 ft bls SAND GROUT Type: Neat Cement 10 Interval: 0 to 20 ft bis SEAL SOIL/SAPROLITE Type: Bentonite (Ml): White, Tan, Interval: 20 to 22.6 ft bis and Reddish-Orange, -15 Very Micaceous, Silty, Medium to Fine SAND With FILTERPACK Manganese Staining Type: #1 Filter Sand Interval: 22.6 to 40 ft bls 20.00 751.07
-20 SCREEN 22.60 748.47 Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 25 to 40 ft bls
-25 (0
LEGEND
- FILTER PACK TOC TOP OF CASING 30 GS GROUND SURFACE BENTONITE BS BENTONITE SEAL C,) 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 COMPLETION REPORT OF 0
- ENGINEERING
- TESTING 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-31 Sheet 1 of 2 ENVIRONMENTAL SERVICES
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 771.1 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: CourtneyWithel STRATA WELL ao 0 DESCRIPTION -DETAILS WELL CONSTRUCTION DETAILS M 0 u/) 0 WU (See Page 1) 35 SOIUSAPROLITE (Ml): Brown and White, Very Micaceous, Coarse to Fine Sandy, SILT With Manganese 39.50 731.57 Staining; White -40 40.00 731.07 Coarse to Fine Sand Lense From 34.75 ft to 34.90 ft bIs (continued)
SOIL/SAPROLITE (M1): White, Silty, -45 Medium to Fine AND SOIL/SAPROLITE (Ml): Dark Brown and Light Brown, Very Micaceous, Silty, Fine SAND With -50 50.80 720.27 Manganese Staining SOIL/SAPROLITE (Ml): White, Brown, and Orange, Very Micaceous, Silty, Medium to Fine SAND With Manganese Staining SOI L/SAPROLITE (M1): Brown and Orange, Very Micaceous, Silty, Fine SAND With Panganese Staining LEGEND E FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK en TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF
-V9751 Southern Pine Blvd. WELL No. M-31 Charlotte, North Carolina ENGINEERING
- TESTING Sheet 2 of 2 ENVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES ALýý McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 Boring Number: M-31 Sample No: 1 Depth (ft-bls): 9.3 - 10.8 Blow Count: 3*2*2 Sample No: 2 Depth (ft-bls): 14.3-15.8 Blow Count: 4* 2* 3 Sample No: 3 Depth (ft-bls): 19.3 - 20.8 Blow Count: 2* 3* 4 Sample No: 4 3 Depth (ft-bis): 24.3 - 25.8 Blow Count: 2* 3
- 4 Sample No: 5 10- 31 Depth (ft-bls): 29.3 - 30.8 BlowCount: 2*2*3 Sample No: 6 Depth (ft-bis): 34.3 - 35.8 -
Blow Count: 4*6*8 N Page 1 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project 1264-06-724 S&ME Project No:
Boring Number: M-31 Sample No: 7-Depth (ft-bls): 39.3 - 40.8 Blow Count: 6*5*8 Sample No: 8 Depth (ft-bls): 44.3 - 45.8 Blow Count: 4*9* 19 !H.
Sample No: 9-Depth (ft-bls): 49.3- 50.8 Blow Count: 16
- 28
- 22 Page 2 of 2
[CALCULATIQN OE PEgMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
Site Name: MNS - GWPP Date: 11/28/2007 Boring I.D. M-31 Test Interval: 35' to 38' (Soil/Saprolite)
Total Depth of Hole: 38 ft bls 1158.54 cm Length of Open Hole: 3 ft 91.46 cm Transformation Ratio m= I Performed by: Courtney Withers Time (see) Head (cm) Permeability (cm/sec) Calculations 0 1099.33 60 1097.32 7.70E-06 d 2.fIn2mL 120 1096.74 2.22E-06 /D_ for 180 1095.09 6.31E-06 Kh = In 240 1093.66 5.50E-06 8"L.(t 2 -t,) H 2 300 1091.98 6.45E-06 360 1091.16 3.17E-06 Where:
420 1089.97 4.58E-06 K, is the Horizontal Coefficient of Permeability (cm/sec) 480 1088.26 6.59E-06 H, is the Piezometric Head for time; t = t (cm) 540 1086.07 8.49E-06 1-12 is the Piezometric Head for time; t = t2 (cm) 600 1084.39 6.50E-06 D is the Diameter of the Standpipe (cm) 900 1075.88 6.62E-06 d is the diameter of the Open Length'(cm),
1200 1068.84 5.52E-06 m is the Transformation Ratio, Where 1500 1061.37 5.90E-06 m = K/K Kh is the Horizontal Permeability 1800 1050.88 8.35E-06, , K, 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) 5.99E-06 Graph of Field Data Head vs Time 1110.00 1100.00o 1090.00 E 1080.00
" 1070.00 -
1060.00 1050.00 1040.00 0 500 1000 1500 2000 Time (sec)
Site Name: MNS-GWPP Test Date: 12/11/2007 Well Label: M-31 Aquifer Thickness: 13.64 feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 31.36 feet Water Table to Screen Bottom: 8.64 feet Anisotropy Ratio: 1 Time Adjustment: 0. Seconds Test starts with trial 0 There are 54 time and drawdown measurements Maximum head is 2.2 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/11/07 M-31 1
Bouwer and Rice parameter A = 2.522 Bouwer and Rice parameter B = 0.4746 In(Re/Rw) = 2.657951e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 39. Seconds Analysis ends at time 2.5 minutes 23 Measurements analyzed from 14 to 38 0 I 1e-0a
-Hydraulic Conductivity = 1. 121 e-003 cm/sec
-Transmissivity =4.026 meters2/day 00 05 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 Adgsted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 22 feet at0 Seconds PERMEABILITY 1.12 x 10-0 3 cm/sec
S&
S& M IIEE ENGINEERING
- TESTING CharlottMe, 9751 Inorhcar.
Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 n
- 1. BORING AND SAMPLING IS INACCORDANCE WITH ASTMD-1586.
- 2. PENETRATION (N- VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTFAL SERVICES Fax: 704-525-3953 DRIVE 1.41 IN_1D9 SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-32 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 1 of 2 Boring Depth (ft): 60.4 Elevation (ft): 790.1 Driller: Jay Little, NC Cert No. Date Drilled: 5/3/07 2717 Logged By: Julie Petersen -7 Water Level: Stabilized Water Level at 51.11 ft bls Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 50 1I
/ / SOIL/SAPROLITE (Ml): Red, Slightly Micaceous, Fine
/ / Sandy, Clayey, SILT
/ /
/
-785 5-
/ /
//
/
/
SOIL/SAPROLITE (Ml): Tan and Red Mottled, Silty, Fine SAND With Manganese Staining 780 10-SOIL/SAPROLITE (Ml): Reddish-Tan, Clayey, Fine SAND With Manganese Staining
-775 15-SOIL/SAPROLITE (Ml): Brown and White, Silty, Medium to Fine SAND With Mica and Manganese Staining
-770 20-SOIL/SAPROLITE (Ml): Gray, Silty, FineSAND With Manganese Staining
-765 25-30- SOIL/SAPROLITE (Ml): Red, Silty, Fine SAND With 760 Manganese Staining and Pyrite SOIL/SAPROLITE (Ml): Gray, Silty, FineSAND With Manganese Staining
S&ME, Inc. 1. BORING AND SAMPLING 1SINACCORDANCE
- S&ME ENGINEERING - TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953 WITHASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN.ID. SAMPLER 1FT Project: MNS - Groundwater Protection Project Boring No. M-32 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (ft): 60.4 Elevation (ft): 790.1 Driller: Jay Little, NC Cert No. Date Drilled: 5/3/07 1 B2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 51.11 ft bls Drilling Method: Mud Rotary Elev, Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction SOIL/SAPROLITE (Ml): Grayish-Tan, Silty, FineSAND
-750 40-SOIL/SAPROLITE (Ml): Gray, Tan, and White, Silty, Medium to Fine SAND With Intermittent, Coarse Sand Seams
-745 45-SOIL/SAPROLITE (Ml): Red and Tan, Slightly Clayey, Silty, Fine SAND With Manganese Staining
-740 50-Y[
SOIL/SAPROLITE (Ml): Brownish-Gray, Slightly Sandy, SILT With Manganese Staining
-735 55-i i .0 ;f-,I ;,,i i IIH*
WEATHERED ROCK (M2): When Sampled Becomes Black and White, Silty, Medium to Fine SAND With Mica CD I-0 -730 60-CD 0
z Roller Cone Refusal at 60.40 ft bIs CD CD CD CD 0
Ci, z
I I-CD 0
CD z
0
COMPLETION REPORT OF WELL No. M-32 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 51.11 ft bls LATITUDE: 35 25 39.75 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 36.66 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 793.11 DATE DRILLED: 513107 DATUM: MSL STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 40 ft bis GROUT Type: Neat Cement Interval: 0 to 35 ft bls SEAL Type: Bentonite Interval: 35 to 37 ft bis FILTERPACK Type: #1 Filter Sand (M1): Brown and White, Silty, Medium Interval: 37 to 56 ft bis to Fine SAND With Mica and Manganese -20 Staining SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC (Ml): Gray, Silty, Interval: 40 to 55 ft bls Fine SAND With -25 Manganese Staining LEGEND
-30 EFILTER PACK TOC GS TOP OF CASING GROUND SURFACE 11): Red, Silty, Fine BENTONITE BS BENTONITE SEAL WND With FP FILTER PACK anganese Staining CEMENT GROUT TSC TOP OF SCREEN CUTTINGS / BAC KFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH I - STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-32 Charlotte, North Carolina ENGINEERING
- TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 790.1 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Julie Petersen STRATA _z WELL : o o 0 0- W W DESCRIPTION 2D Pw a- jt DETAILS W_ '"
W w " WELL CONSTRUCTION DETAILS
>- W- -i -J C,, a W (See Page 1)
SOILJSAPROLITE -35 (Ml): Gray, Silty, Fine SAND With 37.00 .753.13 Manganese Staining
'(continued)
SOIIJSAPROLITE (Ml): Grayish-Tan, -40 Silty, Fine SAND SOIL/SAPROLITE (Ml): Gray, Tan, and White, Silty, Medium to Fine SAND With Intermittent, Coarse -45 Sand Seams SOIL/SAPROLITE (Ml): Red and Tan, Slightly Clayey, Silty, Fine SAND With Manganese Staining -50 SOIL/SAPROLITE (Ml): Brownish-Gray, 54.50 735.63 Slightly Sandy, SILT -55 55.00 735.13 With Manganese 56.00 734.13 Staining WEATHERED ROCK (M2): When Sampled Becomes Black and White, Silty, Medium to Fine SAND With -60 60.40 729.73 Mica LEGEND DFILTER PACK TOC TOP OF CASING GS GROUND SURFACE 0
EBENTONITE BS BENTONITE SEAL 31 ] CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF
- 9751 Southern Pine Blvd. WELL No. M-32 0 wwuM Charlotte, North Carolina ENGINEERING - TESTING ENVIRONMENTAL SERVICES Sheet 2 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
- 6&ME Boring Number: M-32 A*
Sample No: I Depth (ft-bls): 43 - 5.8 Blow Count: 5
- 8
- 10 Sample No: 2 Depth (ft-bls): 9.3-10.8 Blow Count: 4*5*6 I I NNOWW"Oft.b.
Sample No: 3 Depth (ft-bls): 14.3 - 15.8 Blow Count: 4*5*5 1 -1 Sample No: 4 Depth (ft-bls): 19.3 - 20.8 Blow Count: 4*4*5 Sample No: 5 Depth (ft-bis): 23.7 - 25.2 Blow Count: 3*4*4 Sample No: 6 Depth (ft-bhs): 28.7 -30.2 Blow Count: 3* 4 *6 Page 1 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
- &M-0-E
-- -, , - - " ý1 1' : , ý ý , :,, -. , , - ,, , - " ,%- I " , . ", - , 1, -- "I ý', ;, - - . ., ý-- I .1ý, : , ý .... %ý - Z-,,
....... ý..ý , , , ;- - -
Boring Number: M-32 Sample No: 7 Depth (ft-bls): 33.7 - 35.2 Blow Count: 6*6*5 Sample No: 8 Depth (ft-bls): 38.7 - 40.2 Blow Count: 6*6*8 Sample No: 9 Depth (ft-bls): 43.7 - 45.2 Blow Count: 11*12*9 Hi- 2 Sample No: 10 Depth (ft-bls): 48.7 - 50.2 Blow Count: 7
- 9
- 12 Sample No: 11 Depth (ft-bls): 54.3 - 55.8 Blow Count: 6
- 15
- 37 Sample No: 12 Depth (ft-bls): 58.7 - 60.2 Blow Count: 22
- 16
- 50/5
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
M-32 SS-12 59.3 to 60.8 ft bls Sample
Description:
Black and White, Silty, Fine to Medium Sand With Mica 100% S 17 90 % -.- .--
80% *,
70% -- 1V C"
60 % I ---------
40% . ...
4-30% - , -
20 % -------
10% -_
0% -__
A 71-A 100 10 1 0.1 an 0.01 0.001
,,o 0 Particle Size (mm) R R
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.4% 66.4% 26.7% 6.5%
Adjusted for 0% 67% 27% 7%
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:
McGuire Nuclear Station - GWPP S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724 *S&ME Boring No. M-32 EXI'i.ANAM( )\
Boring Depth: 59.3 to 60.8 ft bls '/ \ __ --_ ---
%oSand : 67 % . i({i, ,.,,,. .... * .....
a..
% Silt: 27% CLAY ,/
% Clay: 7% / _60 Estimated Specific .- \ / 3(1 Yield: 24%
41 41*
Sill ,tze (percent)
FIGURE 4.11 Textural classification triangle for unconsolidated materials showing the relation between particle size and specific yield. Sourceý A. 1. Johnson, U.S. Geological Survey Water-Supply Paper 1662-D, 1967.
-~ I I 4 :- - - - T - - - - -OO5 303 25%
20 /
SPECIFIC RETEpNTrH a a
'd a
- § d V1 11. Ui.
Estimated Porosity: 43%
Variation of Porosity, Specific Yield, and Specific Retention with Grain Size (after Bear, 1972)
S&ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953
- 1. BORING AND SAMPLING IS INA CCORDANCE W1THASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. 1.D. SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-33 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 1 of 2 Boring Depth (ft): 49.8 Elevation (ft): 771.8 Driller: Jay Little, NC Cert No. Date Drilled: 5/11/07 1 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 27.52 ft his Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 50 iC
/ / 2
/
SOIL/SAPROLITE (Ml): Red, Silty, CLAY
/ /
-770 / / /
/ / /
/ / /
/ / /
/ / /
/ / /
5- / / /
/ / /
/ / /
-765 K:6/
I.l*l.I SOIL/SAPROLITE (M1): Reddish-Tan, Slightly Clayey, Fine Sandy, SILT With Manganese Staining S OIL/SAPROLITE(Ml): Red, Silty,CLAYF 10- SOIL/SAPROLITE (Ml): Reddish-Tan, ly Clayey, Fine Sandy, SILT With Manganese Staining
-760
-HISOIL/SAPROLITE (Ml): Reddish-Tan to Yellowish-Tan,
-755 15-so1UsAPRO (l):Tan Micaeoun Fine Sany
-750 20-1OLSPOIE RdihTn Clayey, Fine 25-
-745 SOIL/SAPROLITE (Ml): Gray, Micaceous, Slightly Clayey, Fine Sandy, SILT With Manganese Staining 30-
-740 SOIL/SAPROLITE (Ml): Reddish-Tan, Slightly Clayey, Fine Sandy, SILT With Manganese Staining
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE
- S&ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953 WITHASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO Project: MINS - Groundwater Protection Project Boring No. M-33 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (ft): 49.8 Elevation (fi): 771.8 Driller: Jay Little, NC Cert No. Date Drilled: 5/11/07 1 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 27.52 ft hIs Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction SOIL/SAPROLITE (Ml): Gray and White, Fine Sandy, 35-SILT With Manganese Staining
-735 SOILSAPROLITE (MI): Gray, Brown, and White, Silty, Medium to Fine SAND With Iron and Manganese Staining (Granitic) 40-
-730 45-
-725 WEATHERED ROCK (M2): When Sampled Becomes Gray, Brown, and White, Silty, Medium to Fine SAND I - - L
\With Iron and Manganese Staining (Granitic) /
Boring Terminated at 49.80 ft his Cn 0~
COMPLETION REPORT OF WELL No. M-33 Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 27.52 ft bIs LATITUDE: 35 25 42.39 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 23.61 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 774.83 DATE DRILLED: 5111/07 DATUM: MSL LOGGED BY: Julie Petersen STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 23 ft bls GROUT Type: Neat Cement Interval: 0 to 19 ft bIs SEAL Type: Bentonite Interval: 19 to 21 ft bls FILTERPACK Type: #1 Filter Sand Interval: 21 to 38 ft bls 19.00 752.78 21.00 750.78 SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 23 to 38 ft bis (Ml): Reddish-Tan, Clayey, Fine Sandy, LEGEND SILT With Manganese Staining EFILTER PACK TOC GS TOP OF CASING GROUND SURFACE SOII.SAPROLITE BENTONITE BS BENTONITE SEAL (Ml): Gray, Micaceous, Slightly CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN Clayey, Fine Sandy, CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN SILT With TD TOTAL DEPTH Manganese Staining I STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF S&ME ENGINEERING -TESTING 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-33
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 771.8 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Julie Petersen STRATA WELL
-0 DETAILS u :*
~z DESCRIPTION 2
-o
-J DlEA 0
- I 8 WJ Lu I WELL CONSTRUCTION DETAILS iii *- -J .-
co 0 WL (See Page 1)
SOIL/SAPROLITE -35 (Ml): Reddish-Tan, Slightly Clayey, Fine Sandy, SILT With 37.50 734.28 Manganese Staining 38.00 733.78 SOIL/SAPROLITE (Ml): Gray and White, Fine Sandy, -40 SILT With Manganese Staining SOIL/SAPROLITE (Ml): Gray, Brown, and White, Silty, Medium to Fine SAND With Iron and -45 Manganese Staining (Granitic)
WEATHERED ROCK (M2): When Sampled 49.80 721.98 Becomes Gray, EBrown, and White, Silty, Medium to Fine MAND With Irgn and Manganese Staining (Granitic)
M LEGEND I-E FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH X STATIC WATER LEVEL CG CEMENT GROUT CD SCOMPLETION REPORT OF 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-33 ENGINEERING - TESTING Sheet 2 of 2 ENVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
"&E Boring Number: M-33 Sample No: 1 Depth (ft-bis): 3.3 - 4.8 Blow Count: 5*7" 10 Sample No: 2 Depth (ft-bis): 8.3-9.8 Blow Count: 5*6*7 Sample No: 3 Depth (ft-bls): 13.3 - 14.8 Blow Count: 3
- 3* 5 Sample No: 4 Depth (ft-bls): 18.3 - 19.8 Blow Count: 2
- 3*4 Sample No: 5 Depth (ft-bls): 23.3 - 24.8 Blow Count: 3
- 3
- 4 Sample No: 6 Depth (ft-bls): 28.3 - 29.8 Blow Count: 1*2 *2 Page 1 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
,4F&MPE Boring Number: M-33 Sample No: 7 Depth (ft-bls): 33.3 - 34.8 Blow Count: 3*4*7 Sample No: 8 Depth (ft-bls): 38.3 - 39.8 Blow Count: 4*6*9 Sample No: 9 Depth (ft-bls): 43.3 - 44.8 Blow Count: 13
- 18
- 22 Sample No: 10 Depth (ft-bls): 48.3 - 49.8 Blow Count: 33
- 45
- 50/4 Page 2 of 2
Site Name: MNS-GWPP Test Date: 5/21/2007 Well Label: M-33 Aquifer Thickness: 15.5 feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 27.5 feet Water Table to Screen Bottom: 10.5 feet Anisotropy Ratio: 1 Time Adjustment: 0. Seconds Test starts with trial 0 There are 97 time and drawdown measurements Maximum head is 3.369 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 5/21/07 M-33 Bouwer and Rice parameter A = 2.766 Bouwer and Rice parameter B = 0.5328 ln(Re/Rw) = 2.724824e+000 Gravel Pack Porosity: = 30. %
Corrected Casing Radius: = 1.844 Inches Analysis starts at time 45. Seconds Analysis ends at time 29. minutes 61 Measurements analyzed from 12 to 72 01 1 Points not plotted because head ratio <= 0.0 These points are not included in the analysis 1--
I
-000 10e -00 1
Hydraulic Conductivty = 1.411 e-004 cm/sec Transmissivity = 4.001 e-004 m2lmin 0 5 11) 20 30 3M 40 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 3 369 feet at 0 Seconds PERMEABILITY 1.41E-04 cm/sec
S&ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953
- 1. BORING AND SAMPLING IS INA CCORDANCE WITHASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. ID. ,SAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-34R Location: Huntersville, North Carolina Number: 1264-06-724 SheetNo. I of 2 Boring Depth (ft): 65.0 Elevation (1t): 800.7 Driller: Jay Little, NC Cert No. Date Drilled: 5/14/07 2717 Logged By: Julie Petersen TWater Level: Stabilized Water Level at 42.40 ft bis Drilling Method: Mud Rotary riIiM Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Material Description Construction 50 1_
SOIL/SAPROLITE (Ml): Reddish-Purple, Micaceous,
-800 Silty, Medium to Fine SAND With Manganese Banding 5-
-795 10- SOIL/SAPROLITE (Ml): White, Micaceous, Silty,
-790 Medium to Fine SAND With Manganese Banding SOIL/SAPROLITE (MI): Orange, Fine Sandy, SILT With Manganese Banding and Intermittent, Red and White, Coarse Sand Seams 15-
-785 20-
-780 25-775 30-770 SOIL/SAPROLITE (M1): Gray and White, Micaceous, Silty, Medium to Fine SAND With Manganese Staining
S&ME, Inc. 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 1.4 IN. ID. SAMPLER 1 FT.
Project: MNS - Groundwater Protection Project Boring No. M-34R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 2 Boring Depth (ft): 65.0 Elevation (ft): 800.7 Driller: Jay Little, NC Cert No. Date Drilled: 5/14/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 42.40 ft bis Drilling Method: Mud Rotary Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction 50 11
-765 M m
m WEATHERED ROCK (M2): When Sampled Becomes 40- Gray and White, Silty, Coarse to Fine SAND
-760 Roller Cone Refusal at 42.40 ft hIs
++ +4 PARTIALLY WEATHERED/FRACTURED ROCK
-+ +
< (WF): Fine-Grained GRANITE, Intensely Fractured /-
- PARTIALLY WEATHERED/FRACTURED ROCK
_.+ + 4. (WF): Fine-Grained QUARTZ DIORITE, Intensely 45-
_'1, r- L Fractured 755 - 1*2PARTIALLY WEATHERED/FRACTURED ROCK t < J(W' 0F): Fine-Grained GRANITE, Intensely Fractured:
At
- V- < PARTIALLY WEATHERED/FRACTURED ROCK
" <(WF): Fine-Grained QUARTZ DIORITE, Intensely
- 41*t Fractured 50- -v-<
-750
< SOUND ROCK (D): Fine-Grained QUARTZ DIORITE, 55- ~< Moderately to Intensely Fractured
-745 SOUND ROCK (D): Fine-Grained GRANITE, 60- Moderately Fractured
-740 CD 0
SOUND ROCK (D): Fine-Grained QUARTZ DIORITE, z V,~ < Moderately Fractured with Ductile Shear Zone from 62.1' to
-. <~ 63.5' 7
- F ~-~---~' F F-Boring Terminated at 65.00 ft his 0.
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project All ft S&ME Project No: 1264-06-724 Core Location: M-34R 42 NQ Core 51 S R,oiler Cone Refusal at 42.40 ft bis 50' - 52. ' Intensely Fractured and Weathered. Horizontal Fracturing with Heavy Decomposition.
43 42.6'- 43.45' Fracture Zone, Horizontal to High Angle 52 -
Fracturing, Moderate Weathering and Staining 52.1' to 53' Fracture Zone, Horizontal to High Angle Fracturing, Slightly Weathered with Moderate Staining.
44 43.45'- 44.6' Fracture Zone, Intensely Weathered and 53 -
Fractured, Highly Decomposed and Discolored, with Some Core Loss.
3.6'- 53.8' Fracture Zone, Horizontal to Low Angle Fracturing, lightly Weathered with Slight Staining.
45 - 455'End of Rn #I, REC - 94%, RQD - 0% 54 454 5.1Vand45.25 Horizontal Joints, Moderate Staining 46 55 - 5'End of Run #3, REC - 90%, RQD - 32%
46.25' - 46.75' Fracture Zone, Horizontal to High Angle Fracturing, Moderate Staining.
47 56 EXPLANATION m
Meta Gabbro 48 - 57 - m Quartz Diorite mDiorite 47.65' - 50' Fracture Zone, Horizontal to High Angle Fracturing, Moderate to Intense Weathering with Heavy 57.25'- 58.9' Highly Weathered and Intensely Fractured Zone,.
r Staining and Some Core Loss 49 - 58 - Highly Decomposed and Heavily Stained, Horizontal to High Angle Fracturing. Granite Core Loss 8.9' -59. Fracture Zone, Horizontal to High Angle Fracturing 50 - 50'End of Run #2, REC - 95%, RQD - 46% 59 withSlight Staining Intense Fracturing Fractures 50'- 52.1' Intensely Fractured and Weathered. Horizontal -End of Run Fracturing with Heavy Decomposition.
Contact i9.4' - 60' High Angle Joint, Moderate Staining Healed Joint 51 60 0'End ofRun #4, REC - I00%, RQD - 54%
Page 1 of 2
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 A4 Core Location: M-34R 60 61 62 62.1'- 63.5' Ductih e Shear Zone with Low Angle to Horizontal Fracturing. No Staiining.
63 63.85Low Angle Joint No Staining.
64 64' Low Angle Joint. NoStaining.
64.25' - 64.4' Fracture Zone. Horizontal to Vertical Fracturing.
64.6'Low Angle Joint. No Staining.
65 65'End of Run #5, RE C - 100%, RQD -71%
Coring Terminated at 65.0 ftbis EXPLANATION m
Meta Gabbro 66 U
Quartz Diorite m
Diorite U
67 Granite 0
Core Loss Intense Fracturing 68 Fractures
- End of Run Contact Healed Joint U*
Page 2 of 2
COMPLETION REPORT OF WELL No. M-34R Sheet 1 of 2 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 42.40 ft bis LATITUDE: 35 25 56.43 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 26.64 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 803.67 DATE DRILLED: 5114/07 DATUM: MSL STRATA PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 56.9 ft bls GROUT Type: Neat Cement Interval: 0 to 40 ft bls SEAL Type: K-Packer + Bentonite Interval: 40 to 56.1 ft bls FILTERPACK Type: N/A Interval: NIA SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 56.9 to 61.9 ft bis LEGEND E FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACK:FILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LIEVEL CG CEMENT GROUT COMPLETION REPORT OF 9751 Southern Pine Blvd. WELL No. M-34R Charlotte, North Carolina ENGINEERING - TESTING
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 800.7 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Julie Petersen STRATA WELL z D I DETAILS .
- WELL CONSTRUCTION DETAILS DESCRIPTION - -u.
Coo LU a LU (See Page 1)
-35 SOIL/SAPROLITE (Ml): Gray and White, Micaceous, Silty, Medium to Fine SAND With Manganese Staining
ý(continued) 40.00 760.74
-40 WEATHERED ROCK (M2): When Sampled Becomes Gray and White, Silty, Coarse to Fine SAND PARTIALLY WEATHERED/FRACT -45 ROCK (WF):
Fine-Grained GRANITE, Intensely Fractured PARTIALLY WEATHERED/FRACT ROCK (WF): -50 Fine-Grained QUARTZ DIORITE, Intensely Fractured PARTIALLY WEATHERED/FRACT ROCK (WF): II-Fine-Grained -55 55.90 744.84 GRANITE, Intensely Fractured 56.10 744.64 PARTIALLY 56.90 743.84 WEATHERED/FRACT ROCK (WF): ++ý Fine-Grained
-60 QUARTZ DIORITE, Intensely Fractured 61.40 739.34 SOUND ROCK (D): 61.90 738.84 Fine-Grained ++ 63.00 737.74 QUARTZ DIORITE, Moderately to Intensely Fractured 65.00 735.74
-65 SOUND ROCK (D):
Fine-Grained GRANITE, Moderately Fractured SOUND ROCK (D):
Fine-Grained QUARTZ DIORITE, Moderately Fractured with Ductile Shear LEGEND Zone from 62.1' to to 63.5' D FILTER PACK TOC TOP OF CASING W GS GROUND SURFACE I- BENTONITE BS BENTONITE SEAL ca CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH X STATIC WATER LEVEL CG CEMENT GROUT CD* COMPLETION REPORT OF
- 9751 Southern Pine Blvd. WELL No. M-34R Charlotte, North Carolina 0ENVIRONMENTAL TESTING ENGINEERING
- SERVICES Sheet 2 of 2
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project $6&ME S&ME Project No: 1264-06-724 Boring Number: M-34R Sample No: 1 Depth (ft-bls): 4.3 - 5.8 Blow Count: 3*5*7 Sample No: 2 Depth (ft-bls): 9.3-10.8 Blow Count: 5*7*8 Sample No: 3 Depth (ft-bls): 14.3 - 15.8 Blow Count: 4*5*8 Sample No: 4 Depth (ft-bhs): 19.3 - 20.8 Blow Count: 5*6*7 Sample No: 5 Depth (ft-bls): 24.3 - 25.8 Blow Count: 4*5*9 Sample No: 6 Depth (ft-bls): 29.3 - 30.8 Blow Count: 4*6*8
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 0ft&MEi Boring Number: M-34R Sample No: 7 Depth (ft-bls): 34 35.8 Blow Count: 6*8"11 Sample No: 8 Depth (ft-bls): 39.3 - 40.8 Blow Count: 50/4 Page 2 of 2
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project a*6&ME-),
- ýýI S&ME Project No: 1264-06-724 "W.- 11 1-, ý -1, CLASSIFICATION:
42.4' to 43.45' Fine Grained Granite 43.45' to 44.6' Medium Grained Quartz Diorite 44.6' to 45' Fine Grained Granite 45' to 58.9' Medium Grained Quartz Diorite 58.9' to 62' Fine Grained Granite 62' to 65' Medium Granied Quartz Diorite with Ductile Shear Zone from 62.1' to 63.5' Page 1 of I
CALCULATION OF PERMEABILITY BY THE FALLING HEAD METHOD (Open Hole in Uniform Material)
Site Name: MNS - GWPP Date: 5/15/2007 Boring I.D. M-34R (Weathered/Fractured Rock)
Test Interval: 42.4 to 45 Total Depth of Hole: 45 ft 1371.95 cm Length of Open Hole: 2.6 ft 79.27 cm Transformation Ratio m= 1 Performed by: Julie Petersen Time (see) Head (cm) Permeability (cm/see) Calculations 0 1329.02 60 1264.97 2.29E-04 120 1218.32 Kh = In H 1.74E-04 180 1176.55 1.62E-04 8.L.(t 2 -tl) H2 240 1138.11 1.54E-04 300 1100.18 1.57E-04 360 1064.85 1.51 E-04 Where:
420 1032.20 1.44E-04 K, is the Horizontal Coefficient of Permeability (cm/sec) 480 1001.13 1.42E-04 H, is the Piezometric Head for time; t = t (cm) 540 971.68 1.38E-04 H2 is the Piezometric Head for time; t = t2 (cm) 600 944.60 1.3 1E-04 D is the Diameter of the Standpipe (cm) 900 837.35 1.12E-04 d is the diameter of the Open Length (cm),
1200 750.46 1.0 1E-04 m is the Transformation Ratio, Where 1500 675.24 9.78E-05
- - Kh is the Horizontal Permeability
=
1800 616.16 8.48E-05 K, is the Vertical Permeability 2400 527.59 7.19E-05 L is the Open Length of Hole (cm) 3000 465.64 5.79E-05 3600 419.21 4.87E-05 Spreadsheet assumes 3" ID Pipe: NO Hole. OD = 3" ITTV i-/-1a 1U1'ANAN1PIIDA1.27E-04 AAF IYAAZACfl' *DI'D1~AI 4t ARTI .1 .1. ~t ~flL'.~ tt~
LVRtflRStR.J&
I1.27E-04 GraphI of Field Data Head vs Time 1400.00 1200.00 ---- -----
S1000.00 800.00 -
x 600.00 400.00 200.00 ,
0 500 1000 1500 2000 2500 3000 3500 4000 Time (sec)
[CALCULATION OF PERMEABILITY BY THE FALLING HEAD IMETHOD*
L(Opeji Hole in Uniform Mlater~ial) S M Site Name: MNS - GWPP Date: 5/15/2007 Boring I.D. M-34R (Weathered/Fractured Rock)
Test Interval: 42.4 to 50 Total Depth of Hole: 50 ft 1524.39 cm Length of Open Hole: 7.6 ft 231.71 cm Transformation Ratio m= I Performed by: Julie Petersen Time (see) Head (cm) Permeability (cm/sec) Calculations 0 1417.23 60 1227.47 3.08E-04 120 1057.13 3.20E-04 180 914.48 3.11 E-04 Kh =
8"L.'(t2 -
t) l I H 2 240 791.40 3.1OE-04 300 694.54 2.80E-04 360 621.86 2.37E-04 Where:
420 565.88 2.02E-04 Kh is the Horizontal Coefficient of Permeability (cmr/sec) 480 497.80 2.75E-04 H7, is the Piezometric Head for time; t = tt (cm) 540 439.39 2.68E-04 1H2 is the Piezometric Head for time; t = t2 (cm) 600 397.96 2.12E-04 D is the Diameter of the Standpipe (cm) d is the diameter of the Open Length (cm),
m is the Transformation Ratio, Where m= K/ Kh is the Horizontal Permeabilit.
N¥ = vI K, is the Vertical Permeability L is the Open Length of Hole (cm)
Spreadsheet assumes 3" ID Pipe= NO Hole. OD = 3" MEAN PERMEABILITY (cm/see) 2.72E-04 Graph! of Field Data Head vs Time 1600.00 1400.00 A -_
1200.00 - --------- - ---- ------------ .-
1000.00 4 800.00 600.00 400.00 200.00 . . .
0 100 200 300 400 500 600 700 Time (sec)
Site Name: MNS-GWPP Test Date: 5/21/2007 Well Label: M-34R Aquifer Thickness: 24.5 feet Screen Length: 5. feet Casing Radius: 1. Inches Effective Radius: 1.5 Inches Static Water Level: 42.4 feet Water Table to Screen Bottom: 19.5 feet Anisotropy Ratio: 1 Time Adjustment: O. Seconds Test starts with trial 0 There are 149 time and drawdown measurements Maximum head is 3.821 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 5/21/07 M-34R I
Bouwer and Rice parameter A = 2.7 Bouwer and Rice parameter B = 0.5 ln(Re/Rw) = 3.017147e+000 Analysis starts at time 9. Seconds Analysis ends at time 3.85 minutes 75 Measurements analyzed from 4 to 78 6 Points not plotted because head ratio <= 0.0 01 These points are not included in the analysis Iz I
1 e-0 I e-0 0 Hydraulic Conductivity = 7.329e-004 cm/sec Transmissivity = 3.284e-003 m2/min
'1 U 2 4 5 6 7 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is 3 821 feet at 0 Seconds PERMEABILITY 7.33E-04 cm/sec
S&IvE, Inc. 1. BORING AND SAMPLING IS IN ACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING - TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 DRIVE 14 IN.ID) RAM'PLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-34DR Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 3 Boring Depth (ft): 90.1 Elevation (ft): 800.9 Driller: Jay Little, NC Cert No. Date Drilled: 5/17/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 42.77 ft his Drilling Method: Mud Rotary Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction I 50 VC SOIIJSAPROLITE (Ml): Reddish-Purple, Micaceous,
-800 Silty, Medium to Fine SAND With Manganese Banding 5-
-795 10- S.- SOIL/SAPROLITE (MI): White, Micaceous, Silty,
-790 Medium to Fine SAND With Manganese Banding
- SOIL/SAPROLITE (Ml): Orange, Fine Sandy, SILT
- With Manganese Banding and Intermittent, Red and White,
- Coarse Sand Seams 15-
-785 20-
-780
"--' vl 25-
-775 0
0 0
30-z
-770
_ 1.-: SOIL/SAPROLITE (M1): Gray and White, Micaceous, ii'Silty, Medium to Fine SAND With Manganese Staining m ___________ - a. ~. - - -
S&ME, Inc. 1.BORING AND SAMPLING IS INA CCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO ENVIRONMENTAL SERVICES Fax: 704-525-3953 Project: MNS - Groundwater Protection Project Boring No. M-34DR Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 2 of 3 Boring Depth (ft): 90.1 Elevation (ft): 800.9 Driller: Jay Little, NC Cert No. Date Drilled: 5/17/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 42.77 ft bls Drilling Method: Mud Rotary Elev. Depth Lith-Material Description Well Penetration Resistance (Blows/Foot)
(Feet) (Feet) ology Construction I
-765
-ItNi WEATHERED ROCK (M2): When Sampled Becomes 40- Gray and White, Silty, Coarse to Fine SAND
-760 rýý Roller Cone Refusal at 44.20 ft bls
+ ++ SOUND ROCK (D): Fine-Grained GRANITE,
_+ +
45- + + 4 Moderately Fractured With Intermittent Zones of Intense
-755 + + Fracturing
++4
+ +
++
++ +
++-++4
+4
+ +
_+++4+
50- ++4
-750 + +
+ 4
+ +
++4
- ++++
E P+++,
-++4
+ +
55- + + 4 L 745 + +
-+ +
-- +++,
-+ +
+ +
+ +
60- + +
-740
-4 r'-t/< SOUND ROCK (D): Medium-Grained QUARTZ
- < DIORITE, Intensely Fractured and Sheared
_4- <
-4r- <
65- -4 1" /.
-735 -,* <
+++ SOUND ROCK (D): Fine-Grained GRANITE,
_ + +/-+ Moderately Fractured SOUND ROCK (D): Medium-Grained QUARTZ
S&ME, Inc.
IýSSME
- 1. BORING AND SAMPLING IS INACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
Charlotte, North Carolina 2. PENETRATION (N-VALUE) IS THE NUMBER OF ENGINEERING
- TESTING Telephone: 704-523-4726 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: MNS - Groundwater Protection Project Boring No. M-34DR Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 3 of 3 Boring Depth (ft): 90.1 Elevation (ft): 800.9 Driller: Jay Little, NC Cert No. Date Drilled: 5/17/07 2717 Logged By: Julie Petersen Water Level: Stabilized Water Level at 42.77 ft bIs Drilling Method: Mud Rotary Elev. Depth Lith- Well Penetration Resistance (Blows/Foot)
(Feet) Material Description m
(Feet) ology Construction V
-\DIORITE, Intensely Fractured and Sheared f
-730 SOUND ROCK (D): Medium-Grained QUARTZ DIORITE, Slightly to Moderately Fractured and Sheared
\J~ <
75-
-725 80-i 7Ml' 720 SOUN ROK() ieGane RNTSihl
<.4
-\Fatue 85-
-715
- 8**4 SOUND ROCK (D): Fine-Grained DIORITE, Slightly Fractured
- **~
90- m Boring Terminated at 90.10 ft bIs Lithologic Descriptions Obtained From M-34R
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project jl'ý-Am IV- a---- no S&ME Project No: 1264-06-724 Core Location: M-34DR 44 / NQ Core 53 -
.1' Horizontal Joint, No Staining Roller Cotne Refusal at 44.20 ft bis 45 54 45.10 End of Ruo 1, REC - 100%, RQD - 100%
53.9' - 54.7' Intensely Fractured Zone. Horizontal to Low 45.3' Low Angle Joint, No Staining Angle Fracturing with Moderate Staining 46 55 -
5.10' End of Run #3, REC - 84%, RQD - 62%
46.5' Hor zontal Joint, Moderate Staining 47 56- 6'Low Angle Joint, Moderate Staining 47'-48.9' Intensely Fractured Zone. Horizontal to Vertical 56.4' - 57.6' Fracttre Zone. Horizontal to High Angle 48 Feactu, ng. Moderate Staining and Weathering. 57- Fracturing with Moderate Staining.
49 58-EXPLANATION 58.35' - 58.55' Intensely Fractured Zone. Horizontal to Low Angle Fracturing with Moderate Staining. 0 49.5'-50. 1' Discoloration due to weathering. 58.8' Low Angle Joint, No Staining. Meta Gabbro 50 59-50.10'End of Run #2, REC - 100%, RQD - 50%
Quartz Diorite I Diorite 51 50.1'- 51.6' Moderately Severe Weathering with Core Loss and Htoizontal Fracturing.
60-U 1.I0' End ofRun #4, REC - 100%, RQD - 71% Granite 1.55'Low Angle Joint, No Staining Core Loss 1.65'Horizontal Joint, Slight Staining 1.9'- 61' Fracturing along Contact 52 61- Intense Fracturing
- Fractures 61.3' - 61.45' Fracture Zone. Horizontal to Low Angle Fracturing with No Staining. End of Run
-.... Contact 61.8' - 62.05' Fracture Zone. Horizontal to Low Angle Fracturing - Healed Joint with Slight Staining.
53 62-Page 1 of 3
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 Core Location: M-34DR 62 71 62.4' and 62.45' Horizontal Joints, Moderate Staining.
1.4'- 71.7' High Angle Joints, Moderate Staining 62.8' Low Angle Joint, Moderate Staining 63- 72 -
63.15' Low Angle Joint, Moderate Staining 63.3' Low Angle Joint, Moderate Staining 3.75'High Angle Joint, Moderate Staining 64 73 -
64.2'- 65.1' Intensely Fractured Zone. Horizontal to Low Angle Fracturing with Moderate to SevereWeathering.
65- 74 -
' 65.l0YEndofRun#5,REC-l100%.,RQD-61%
65.35' Partially Healed Joint 4.6' Horizontal Joint, Moderate Staining 66- 75-5.10' End of Run #7, REC - 100%, RQD - 92%
65.65'- 67' Fracture Zone. Horizontal to Vertical Fracturing with Moderate Weathering and Staining.
5.7' to 76' Fracture Zone, Horizontal to Low Angle Fracturing
'ith Slight Weathering and Staining 67- 76-EXPLANATION 67.5'Low Angle Joint, Moderate Staining. U 67.7' Contact Intact U Meta Gabbro 68- 68' High Angle Joint, Moderate Staining. 77- ia Quartz Diorite Diorite 68.9' Low Angle Joint, Wide Aperature, Moderate Staining IU 69- 78- Granite 69.1' Low Angle Joint along Contact. 0 8.4' - 78.7' High Angle Joint, Moderate Weathering and Heavy Core Loss 69.35'- 70.2' Intensely Fractured Zone. Moderately to Severely Weathered with Heavy Staining.
taining 8.8'Horizontal Joint, Heavy Staining 0
Intense Fracturing 70- 79-70.0Y End Of Run #6, REC - 100%. RQD - 35% 9' - 79.4' High Angle Joint, Slightly Weathered and Heavy - Fractures Saining
- End of Run
..... Contact Healed Joint 70.85' and 70.95' Low Angle Joints, Heavy Staining Il OU Page 2 of 3
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project A-S&ME Project No: 1264-06-724 Core Location: M-34DR 80 - 89 -
80.10'End of Run #8 REC - 100%, RQD - 80%/c 80.55'Contact Intact 80.65'Horizontal Joint, Moderate Staining 81 - 90 -
80.10' End of Ron #10, REC - 98%, RQD - 600%
813' Low Angle Joint at Contact "oring Terminated at 90.10 ft bIs 82 91 -
83 - 92 Granite Vein 84- 93 81.3' - 87.6' Intensely Fractured Zone. Moderate to Severe Weathering. Horiztontal to Vertical Fracturing with Heavy Staining.
85 - 94 85.1' End of Run # 9, REC - 100%, RQD - 34%
EXPLANATION U
Meta Gabbro 86 95 -
E Quartz Diorite U Diorite 87 Granite
- 96 -
0 Core Loss 87.6' Low Angle Joint Along Contact 87.9'Low Angle Joint Moderate Staining Intense Fracturing 88- 97
- Fractures
- End of Run
. Contact
- Healed Joint 89 98 Page 3 of 3
COMPLETION REPORT OF WELL No. M-34DR Sheet 1 of 3 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 42.77 ft bls LATITUDE: 35 25 56.43 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 26.58 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 804.14 DATE DRILLED: 5117107 DATUM: MSL PROTECTIVE CASING Diameter: 4" X 4" Type: Lockable Steel Interval: Above Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 79.9 ft bls GROUT Type: Neat Cement Interval: 0 to 38 ft bis (Ml): White, Micaceous, Silty, Medium to Fine SEAL SAND With Manganese Banding Type: K-Packer + Bentonite SOIL/SAPROLITE Interval: 38 to 79.3 ft bls (Ml): Orange, Fine Sandy, SILT With Manganese Banding FILTERPACK and Intermittent, Red Type: N/A and White, Coarse Interval: N/A Sand Seams SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 79.9 to 89.9 ft bls LEGEND El FILTER PACK TOC GS TOP OF CASING GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF S.ME 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-34DR
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 800.9 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Julie Petersen STRATA z WELL - o o DESCRIPTION DM
- DETAILS wt a.- "
CUD, WELL CONSTRUCTION DETAILS
>- Lw _J iJ C/) 0 W (See Page 1) 35 SOIL/SAPROLITE (MI); Gray and White, Micaceous, Silty, Medium to Fine 38.00 762.94 SAND With Manganese Staining (continued) 7 -40 WEATHERED ROCK (M2): When Sampled Becomes Gray and White, Silty, Coarse to Fine SAND SOUND ROCK (D): ++
Fine-Grained -45
++
GRANITE, Moderately Fractured ++
With Intermittent Zones of Intense ++
Fracturing
++
-50
++
++
++
++
- -55
++
++
++
-I--
++
-60
++
SOUND ROCK (D):
Medium-Grained QUARTZ DIORITE, Intensely Fractured and Sheared
-65
-4r~
SOUND ROCK (D): ++
Fine-Grained -I-.
GRANITE, Moderately Fractured -70 SOUND ROCK (D):
Medium-Grained LEGEND QUARTZ DIORITE, Intensely Fractured D FILTER PACK TOC TOP OF CASING and Sheared GS GROUND SURFACE SOUND ROCK (D):
- BENTONITE BS BENTONITE SEAL
-75 Medium-Grained -'I'-' ] CEMENT GROUT FP FILTER PACK C, QUARTZ DIORITE, TSC TOP OF SCREEN Slightly to Moderately CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN Fractured and TD TOTAL DEPTH Sheared V STATIC WATER LEVEL CG CEMENT GROUT 5 ,1 1 z
-j 0mSp COMPLETION REPORT OF
- 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-34DR ENGINEERING
- TESTING Sheet 2 of 3 30 ENVIRONMENTAL SERVICES
PROJECT: MNS - Groundwater Protection Project GROUND SURFACE ELEVATION:
PROJECT NO: 1264-06-724 LOGGED BY: 800.9 PROJECT LOCATION: Huntersville, North Carolina CHECKED BY: Julie Petersen STRATA WELL - 0 z0 DE C,)
W 0
IETAIL IJ z,, j-
-J LU WELL CONSTRUCTION DETAILS (See Page 1) 1 1 79.10 721.84
-80 79.30 721.64 SOUND ROCK (D): ++
79.90 721.04 Fine-Grained IGRANITE, Slightly Fractured PARTIALLY WEATHERED/FRACTI IF~Eb I
ROCK (WF):
-85 Medium-Grained QUARTZ DIORITE,
\Intensely Fractured 4*4*
SOUND ROCK (D): 4*4 4444 44*
Fine-Grained 4,4*
- 4* 89.40 711.54 4*44 DIORITE, Slightly *4*
90 89.90 711.04 LFractured 90.10 710.84 0
LEGEND I-E FILTER PACK TOC TOP OF CASING a GS GROUND SURFACE CD BENTONITE BS BENTONITE SEAL uj od CEMENT GROUT FP FILTER PACK U, TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN CD d TD TOTAL DEPTH 0 - STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF WELL No. M-34DR W'*S ME ENGINEERING - TESTING 9751 Southern Pine Blvd.
Charlotte, North Carolina Sheet 3 of 3 ENVIRONMENTAL SERVICES
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 SIW454 E Core Location: M-34DR Page 1 of 2
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
$ StONE Core Location: M-34DR CLASSIFICATION:
44.2' to 60.9' Fine Grained Granite 60.9' to 67.7' Medium Grained Quartz Diorite (Shear Zone) 67.7' to 69.1' Fine Grained Granite 69.1 to 80.55' Medium Grained Quartz Diorite (Shear Zone) 80.55' 81.3' Fine Grained Granite 81.3'to 87.6' Medium Granied Quartz Diorite 87.6' to 90.1' Fine Grained Diorite Page 2 of 2
Site Name: MNS-GWPP Test Date: 5/21/2007 Well Label: M-34DR Aquifer Thickness: 52.13 feet Screen Length: 10. feet Casing Radius: 1. Inches Effective Radius: 1.5 Inches Static Water Level: 42.77 feet Water Table to Screen Bottom: 47.13 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 99 time and drawdown measurements Maximum head is 4.462 feet Minimum head is -7.e-003 feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 5/21/07 M-34DR 1 -'/*Bouwer and Rice parameter A = 3.8
"
- Bouwer and Rice parameter B = 0.72
_
- In(Re/Rw) = 3.757649e+000
"*=**=*_Analysis starts at time 9. Seconds
-"*='a=*.Analysis ends at time 22. minutes
-"t"GQ*_57 Measurements analyzed from 4 to 60
-'*O¢*.,2 Points not plotted because head ratio <= 0.0 I e-O002:
Hydraulic Cornductivity & 61 44e-005 cm/sec Transmissivity = 5.857e-004 m2/min 5 to 15 20 25 305 40 Adjusted Time (minutes)
Analysis by Julie Petersen of S&ME, Inc. Ho is4462 feet at 0 Seconds PERMEABILITY 6.14E-05 cm/sec
S&ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953 1.BORING AND SAMPLING IS IN ACCORDANCE WITHASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 14 IN I D) RAAMPLER 1 FT Project: MNS - Groundwater Protection Project Boring No. M-35 Location: Huntersville, North Carolina Number: 1264-06-724 SheetNo. I of I Boring Depth (ft): 31.1 Elevation (fi): 767.3 Driller: Justin Millwood, NC Date Drilled: 12/11/07 Cert. No. 3439 Logged By: Scott Dacus Water Level: Stabilized Water Level at 23.74 ft hIs Drilling Method: 4/4" H.S.A.
Elev. Depth Lith- M D Well Penetration Resistance (Blows/Foot)
(Feet) Feet) ology Material Description 0 50 100 7,77 -\TOPSOIL r SOIL/SAPROLITE (Ml): Reddish-Brown, Silty, CLAY
-765
- 5. 11
-760 25-10-
-755 15-
-750 S218 f I* If 20- SOIL/SAPROLITE (Ml): Reddish-Brown Mixed With
/ Gray, Fine Sandy, Silty, CLAY
/
/,
-745 SOIL/SAPROLITE (Ml): Tan and Brown, Clayey, Silty, Coarse to Fine SAND 25-
-740 30- SOIL/SAPROLITE (Ml): Tan and Brown, Medium to Fine Sandy, SILT . I I I I . . I I . .
Auger Refusal at 31.10 ft hIs w
Sheet 1 of 1 COMPLETION REPORT OF WELL No. M-35 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 23.74 ft bls LATITUDE: 35 25 44.59 LONGITUDE: 80 56 21.47 DRILLING CONTRACTOR: S&ME, Inc.
TOP OF CASING ELEVATION: 769.81 DRILLING METHOD: 41/4" H.S.A.
DATE DRILLED: 12/11107 DATUM: MSL LOGGED BY: Scott Dacus STRATA WELL g zo 0 DETAILS LL WELL CONSTRUCTION DETAILS DESCRIPTION 0 L _ _ _-_ __
Wl _J ,_
PROTECTIVE CASING 0 0.00 14 767.34 Diameter: 4" X 4"
ýTOPSOIL Type: Lockable Steel SOIL/SAPROLITE Interval: Above Grade (Ml):
Reddish-Brown, Silty, CLAY RISER CASING 5
Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 15.8 ft bIs 9.00 758.34 GROUT Type: Neat Cement
-10 Interval: 0 to 9 ft bls 13.00 754.34 SEAL Type: Bentonite Interval: 9 to 13 ft bls
-15 FILTERPACK Type: #1 Filter Sand Interval: 13 to 30.8 ft bls SOIL/SAPROLITE -20 (Ml): Reddish-Brown Mixed With Gray, Fine ..
SCREEN Sandy, Silty, CLAY Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC SOIL/SAPROLITE Interval: 15.8 to 30.8 ft bls (Ml): Tan and Brown, Clayey, Silty, Coarse -25 to Fine SAND LEGEND D FILTER PACK TOC TOP OF CASING SOIL/SAPROLITE -30 30.30 737.04 GS GROUND SURFACE C (Ml): Tan and Brown 30.80 736.54
- BENTONITE BS BENTONITE SEAL VMedium to Fine 31.10 736.24 ]CEMENT GROUT FP FILTER PACK Sandy, SILT TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN
(.1 C
TD TOTAL DEPTH STATIC WATER LEVEL CG CEMENT GROUT
-J COMPLETION REPORT OF 0 S u E ENGINEERING - TESTING 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-35 Sheet 1 of 1 ENVIRONMENTAL SERVICES
SPLIT SPOON SAMPLE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724 LUME Boring Number: M-35 I
Sample No: 1 Depth (ft-bhs): 3.5-5 Blow Count: 7*7*8 I
Sample No: 2 Depth (ft-bls): 8.5 - 10 Blow Count: 7
- 11
- 14 Sample No: 3 Depth (ft-bls): 13.5 - 15 Blow Count: 3*3*5 I
Sample No: 4 Depth (ft-bls): 18.5-20 Blow Count: 3*2*2 Sample No: 5 Depth (ft-bls): 23.5 -25 Blow Count: 1*2
- 2 Sample No: 6 Depth (ft-his): 28.5 -30 Blow Count: 2
- 4
- 14 Page 1 of 1
Site Name: MNS-GWPP Test Date: 12/18/2007 Well Label: M-35 Aquifer Thickness: 12.06 feet Screen Length: 15. feet Casing Radius: 1. Inches Effective Radius: 3. Inches Gravel Pack Porosity: 30.00%
Corrected Casing Radius: 1.844 Inches Static Water Level: 23.74 feet Water Table to Screen Bottom: 7.06 feet Anisotropy Ratio: I Time Adjustment: 0. Seconds Test starts with trial 0 There are 86 time and drawdown measurements Maximum head is 4.105 feet Minimum head is 0. feet Calculation by Bouwer and Rice Graphical Method MNS-GWPP Bouwer and Rice Graph 12/18/07 M-35 1
Bouwera nd Rice parameter A = 2.313 Bouwer amndRice parameter B = 0.4351 In(Re/Rw ) = 2.567148e+000 Gravel P.ack Porosity: = 30. %
Correcte i Casing Radius: = 1.844 Inches Analysis starts at time 72. Seconds Analysis ends at time 8. minutes 22 Measiurements analyzed from 23 to 44 01 1 Points not plotted because head ratio < 0.0 These pcmints are not included in the analysis I
1 e-007 Hydraulic Conductivity =3.45e-004 cm/sec 1 e-om Transmissivity = 1.096 meters2/day Adjusted Tume (Hours)
Analysis by Julie Petersen of S&ME, Inc. Ho is 4.105 feet at 0 Seconds PERMEABILITY 3.45 x 10-04 cm/sec
PARTICLE SIZE ANALYSIS OF SOILS FOR USE IN FETTER AND BEAR DIAGRAMS Boring No.: Sample No.: Depth:
M-35 SS-6 28.5 to 30 ft bls Sample
Description:
Tan and Brown, Clayey, Silty, Coarse to Fine Sand 100% A -
90% - T TI 80%
70% - - -- - _
.E-60%
50% 0.
40% -
30% -- 20% -_---__
- - - _ __ 0 20% -- -
10% --T 0%. A 100 10 1 0.1 'o 0.01 0.001 Particle Size (mm)
> 2 mm 2 mm - 0.0625 mm 0.0625 mm - 0.004 mm <0.004 mm From Graph: % Gravel % Sand % Silt % Clay 0.2% 76.3% 21.8% 1.7%
Adjusted for 0% 76% 22% 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:
McGuire Nuclear Station - GWPP S&ME Project No.:
1264-06-724
FETTER AND BEAR DIAGRAMS S&ME PROJECT: McGuire Nuclear Station - GWPP S&ME PROJECT NO.: 1264-06-724
- iw&ME oft aqk Boring No. M-355it EXII *. *r\A T I Boring Depth: 28.5 to 30 ft bis
% Sand: 76% ,:.,-.-." ?*v RiniIv vv
- Sill I1
-i0lih0 00 .
7Cl 0.11 4
%/Silt: 22%
% Clay: '2% 6(l Estimated Specific Yield: 29%
SANDY CIA SILTY CLAY 40
.j * ~C LAY-SII.TI
- ND
/5
/ SADiSL Sill size (pcrcenl)
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.
I I
,I 435 raff73T- - - - -_
A&00 i
- T a i I
Z 1 .. a2 d
Ul 0 1 1 2 W'- 3 1 *j Estimated Porosity: 42.5%
Variation of Porosity, Specific Yield, and Specific Retention with Grain Size (after Bear, 1972)
S&ME, Inc. 1. BORING AND SAMPLING IS IN ACCORDANCE 9751 Southern Pine Blvd. WITHASTMD-1586.
t ENGINEERING
- TESTING ENVIRONMENT, AL SERVICES Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO Project: MNS - Groundwater Protection Project Boring No. M-48 Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. 1 of I Boring Depth (ft): 20.2 Elevation (ft): 760.4 Driller: Jay Little, NC Cert No. Date Drilled: 6/21/07 2717 Logged By: Courtney Withers Dry Drilling Method: Mud Rotary Water Level:
Elev.
(Feet) 760 IDepth (Feet)
Lith-ology GRAVEL Material Description Penetration Resistance (Blows/Foot)
Sandy, Silty, CLAY SAND Roller Cone Refusal at 20.20 ft bls Lithologic Description Obtained From M-48DR
COMPLETION REPORT OF WELL No. M-48 Sheet 1 of 1 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Dry PROJECT LOCATION: Huntersville, North Carolina LATITUDE: 35 26 00.82 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 51.63 DRILLING METHOD: Mud Rotary TOP OF CASING EELEVATION: 760.17 DATE DRILLED: 6121107 DATUM: MSL LOGGED BY: , Withers STRATA PROTECTIVE CASING Diameter: 8" Type: Steel Flush Mount Interval: At Grade RISER CASING Diameter: 2" Type: Sch. 40 PVC Interval: 0 to 9.8 ft bis GROUT Type: Neat Cement Interval: 0 to 4.5 ft bls SEAL Type: Bentonite Interval: 4.5 to 6.5 ft bis FILTERPACK Type: #1 Filter Sand Interval: 6.5 to 19.8 ft bis 19.30 741.09 19.80 740.59 20.20 740.19 SCREEN Diameter: 2" Type: 0.010 Slotted Sch. 40 PVC Interval: 9.8 to 19.8 ft bls LEGEND FILTER PACK TOC TOP OF CASING GS GROUND SURFACE BENTONITE BS BENTONITE SEAL CEMENT GROUT FP FILTER PACK TSC TOP OF SCREEN CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN TD TOTAL DEPTH I STATIC WATER LEVEL CG CEMENT GROUT COMPLETION REPORT OF S&1QM-E ENCI1NFrR1Wr.J TESTNC 9751 Southern Pine Blvd.
Charlotte, North Carolina WELL No. M-48
S&ME, Inc. I. BORING AND SAMPLING ISINACCORDANCE
- S&ME ENGINEERING
- TESTING ENVIRONMENTAL SERVICES 9751 Southern Pine Blvd.
Charlotte, North Carolina Telephone: 704-523-4726 Fax: 704-525-3953 WITH ASTMD-1586.
- 2. PENETRATION (N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB. HAMMER FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
Project: MNS - Groundwater Protection Project Boring No. M-48R Location: Huntersville, North Carolina Number: 1264-06-724 Sheet No. I of 1 Boring Depth (ft): 35.2 Elevation (It): 760.3 Driller: Jay Little, NC Cert No. Date Drilled: 6/19/07 2717 Logged By: Courtney Withers Water Level: Stabilized Water Level at 19.45 ft his Drilling Method: Mud Rotary Elev.
(Feet)
-760 Depth (Feet)
I Lith-ology b.'. " i GRAVEL Material Description Well Construction Penetration Resistance (Blows/Foot) 755 7 FILL (F): Reddish-Brown, Micaceous, Medium to Fine Sandy, Silty, CLAY
--750 II FILL (F): Red, Micaceous, Clayey, Medium to Fine
-745 SAND
-740 Roller Cone Refusal at 20.60 ft his PARTIALLY WEATHRED/FRACTURED ROCK (WF):
'J~ < Coarse-Grained QUARTZ DIORITE With Intermittent Soil Seams, Intensely Fractured
\J~ <
25-
-735 vt' <
< SOUND ROCK (D): Coarse-Grained QUARTZ
- -/* DIORITE, Slightly Fractured
- t- <
30
-730 ,/<
`4ar'-/ PARTIALLY WEATHERED/FRACTURED ROCK 4 < (WF): Coarse-Grained QUARTZ DIORITE With r',/"
I- Intermittent Soil Seams, Intensely Fractured st" <
-4<1-<
qt*"
.4 r-j..
35--
Boring Terminated at 35.20 ft bls Lithologic Descriptions Obtained From M-48DR
FIELD ROCK CORE LOG McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
'V6&dMmE Core Location: M-48R NQ Core 29 oiler Cotne Refusal at 20.60 ftbls 29.95'- 30.0' Low Angle Joint, Heavily Discolorec 30 21.1'- 21.3' High Angle Joint, Heavily Discolorec 30.2'End ofRun #2, REC - 100%, RQD - 84%
21,7' lorizontal Joint, Heavily Discolored 31 30.2' - 32.15' Intensely Fractured Zone With Moderate Discoloration on Surfaces 20.6' - 25.2' Intensely Fractured Zone With Soil Seams, Core Loss; Fracture Surfaces Heavily Discolored 32 32.1' - 32.2' Low Angle Joint, Moderately Discolored
} 32.35' - 32.8' High Angle Joint, Moderately Discolorem 33 T3.'Horizontal Joint, Moderately Discolored 34 33.' - 35.2' Intensely Fractured Zone With Soil Seams, Core m 5,2' Eni of Run#1,REC - 90%, RQD - 9% Loss; Fracture Surfaces Moderately Discolored EXPLANATION 25.45' 25 .6'Horizontal andVertical Joints, Heavily Discolored m
Meta Gabbro 35 35.2' End of Run #3, REC - 80%, RQD - 39%
IU t, 26.1,- Quartz Diorite Coring Terminated at 35.20 ft bls 26.7' High Angle Joint, Heavily Discolorem m
Diorite 26Y-' 27.10' Rock 27.0' "27.008'Low Fragments, Heavily Discolorec Angle Joint, Heavily Discoloret 36 m
Granite 27.25'-"27 .3' Low Angle Joint, Heavily Discolorem Core Loss Intense Fracturing Fractures
-End of Run Contact Healed Joint Page 1 of I
COMPLETION REPORT OF WELL No. M-48R Sheet 1 of 1 PROJECT: MNS - Groundwater Protection Project PROJECT NO: 1264-06-724 WATER LEVEL: Stabilized Water Level at PROJECT LOCATION: Huntersville, North Carolina 19.45 ft bis LATITUDE: 35 2600.79 DRILLING CONTRACTOR: S&ME, Inc. LONGITUDE: 80 56 51.61 DRILLING METHOD: Mud Rotary TOP OF CASING ELEVATION: 760.20 DATE DRILLED: 6119107 DATUM: MSL LOGGED BY: Courtney Withers STRATA z WELL 0UTO C S
_ DETAILS UJ
,,, ,L ><0 WELL WE CONSTRUCTION DETAILS DESCRIPTION
- L w .u ETIL
" -,' LU
-JL PROTECTIVE CASING 0 0.00 1 760.33 Diameter: 8" GRAVEL Type: Steel Flush Mount FILL (F): Red and Yellow, Micaceous, SILT GRAVEL I
0.
- 0
-5 Interval: At Grade RISER CASING Diameter: 2" 6.
FILL (F): Type: Sch. 40 PVC Reddish-Brown, Interval: 0 to 29.4 ft bls Micaceous, Medium to Fine Sandy, Silty, CLAY GROUT
-10 Type: Neat Cement Interval: 0 to 25 ft bis SEAL FILL (F): Red, Type: K-Packer + Bentonite Micaceous, Clayey, -15 Medium to Fine Interval: 25 to 28.8 ft bls SAND FILTERPACK X Type: N/A
-20 Interval: N/A PARTIALLY WEATHRED/FRACTUI ROCK (WF): I'4>
Coarse-Grained SCREEN QUARTZ DIORITE Diameter: 2" With Intermittent Soil 25.00 735.33 Type: 0.010 Slotted Sch. 40 PVC
-.4> -25 Seams, Intensely Interval: 29A to 34.4 ft bis Fractured '4>
SOUND ROCK (D):
Coarse-Grained .4> 28.60 731.73 QUARTZ DIORITE, -4> 28.80 731.53 Slightly Fractured -30 29.40 730.93 LEGEND PARTIALLY '4>
WEATHERED/FRACTt L~EO a
ROCK (WF): '4> EFILTER PACK TOC GS TOP OF CASING GROUND SURFACE Coarse-Grained 33.90 726.43 BENTONITE BS BENTONITE SEAL
-4>
I- QUARTZ DIORITE 34.40 725.93 FP FILTER PACK C, CEMENT GROUT With Intermittent Soil -35 TSC TOP OF SCREEN Seams, Intensely 35.20 725.13 CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN Fractured TD TOTAL DEPTH y STATIC WATER LEVEL CG CEMENT GROUT SuhrPielv.COMPLETION REPORT OF
-9751 Southern Pine Blvd. WELL No. M-48R Charlotte, North Carolina ENGINEERING - TESTING Sheet 1 of 1 ENVIRONMENTAL SERVICES
ROCK CORE PICTURES McGuire Nuclear Station - Groundwater Protection Project S&ME Project No: 1264-06-724
- 6&ME Core Location: M-48R CLASSIFICATION:
20.60' to 35.20' Coarse-Grained Quartz Diorite Page 1 of I