ML20353A328
| ML20353A328 | |
| Person / Time | |
|---|---|
| Site: | Westinghouse |
| Issue date: | 12/18/2020 |
| From: | Westinghouse |
| To: | Office of Nuclear Material Safety and Safeguards |
| Shared Package | |
| ML20353A275 | List:
|
| References | |
| LTR-RAC-20-94, EPID L-201-RNW-0016 | |
| Download: ML20353A328 (71) | |
Text
{{#Wiki_filter:WESTINGHOUSE NON-PROPRIETARY CLASS 3 5 to LTR-RAC-20-94 Date: December 18, 2020 Enclosure 25 Response to Request for Additional Information Boring Logs
LOG OF BORING NO. SB-1 Page 1 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf CLAYEY FINE TO MEDIUM SAND, - HS
~
~
. .'11, 3 grayish brown, loose (Coastal Plain) -
- 1 SS 9
- HS SANDY CLAY, light brownish gray, very - CL 2 22 21 2200 65% Fines stiff to hard - SS 5 -
HS
-- 3 SS 35 4500*
8 - HS CLAYEY FINE TO COARSE SAND, light
~
- 4 SS 16 2500*
gray, medium dense
~
10 -
- HS 12 -
FINE TO COARSE GRAVEL, with pieces 'Sl. - of large root, gray and black, very loose - 5 SS 2 15 - HS
... 17 --
SILTY CLAY, trace fine sand, light gray, -
~ ~ stiff -- 6 SS 11 2500*
~ ~ 20
- HS v v 22 -
~ SANDY CLAY, with fine gravel, grayish --
brown, very stiff 7 SS 17 4500* 25
-- HS 27 -
FINE TO COARSE SAND, with silt, white, - medium dense - 8 SS 10 30 - HS
... 32 -
FINE TO COARSE SAND, with silt, and - fine gravel, light gray, loose - 9 SS 9 35 - HS
... 37 -
SILTY CLAY, with coarse gravel, light - TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08
~ ~ -
brownish gray, very stiff - 10 SS 14 2000*
~ ~ -
40 -
-- HS
~ ~ 42 BMC -
*. SANDY SILT, with clay, dark grayish -
. ** . brown, hard -- 11 SS 55 4500*
45
- HS
. ** . 47 -
Continued Next Page The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-10-08 WL 'Sl. 13 WL .Y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-10-08 HW
LOG OF BORING NO. SB-1 Page 2 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf
*. SILTY CLAY, trace fine sand, gray to --
. **. brownish gray, hard to very stiff - 12 SS 28 4000*
50 -
*. - HS
- 13 SS 13 1500*
55 -
- HS 57 --
SILTY CLAY, trace fine sand, gray, hard - v v to very stiff - 14 SS 56 4500* v v 60 -
- HS v v -
v v
- 15 SS 50/4" 4500*
v v 65 -
-- HS v v 67 CLAYEY FINE TO MEDIUM SAND, light -
~ gray, very dense -- 16 SS 57 4500*
~
70
- HS
. .1/. 72 -
- SILTY FINE TO MEDIUM SAND, light ---
.. gray, dense - 17 SS 47
.. 75 -
75 BORING TERMINATED TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer
,lerracan between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-10-08 WL 'Sl. 13 WL .Y BORING COMPLETED 7-10-08 WL :l. ~ RIG CME-55 FOREMAN HW WL APPROVED ASZ JOB # 73075078A
LOG OF BORING NO. SB-2 Page 1 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf SILTY FINE SAND, light gray, medium - HS
.. dense (Coastal Plain) -
- 1 SS 29 10
.. 3 HS CLAYEY FINE TO MEDIUM SAND, light - 2 39 4000*
brownish gray to tannish gray, dense to - SS 5 - medium dense HS
-- 3 SS 25 4500*
8 - HS
~ ~ SILTY CLAY, trace fine sand, light - CL 4 17 28 1850 LL=39 brownish gray, very stiff - SS
~ ~
10 - PI=15
- HS
~ ~
'Sl. -
~ ~
- 5 SS 20 4500*
~ ~ 15 -
-- HS
~ ~ 17 SANDY CLAY, light grayish brown, hard -
-- 6 SS 29 4500*
20
- HS 22 -
SILTY FINE SAND, light brownish gray, -- medium dense 7 SS 14 1500* 25
*. *. * -- HS
. : .* 27 -
FINE SAND, with silt, light tannish brown, -- loose - 8 SS 9
*: ::-: 30 -
- HS 32 --
FINE TO MEDIUM SAND, trace silt, light - gray, medium dense - 9 SS 20 35 -
- HS 37 --
SILTY FINE SAND, grayish brown, very - TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 dense - 10 SS 63 4500* 40 -
*..*.-.. :-: -- HS
,* 42 BMC -
SILTY CLAY, trace fine sand, gray to - dark gray, hard to very stiff -- 11 SS 69 4500* 45
- HS Continued Next Page The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-10-08 1---------t=--: WL WL WL 13 WL
------+=-~------1 lerracan------,c----- BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-10-08 HW
LOG OF BORING NO. SB-2 Page 2 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf SILTY CLAY, trace fine sand, gray to --
~ ~
dark gray, hard to very stiff - 12 SS 45 4500*
~ ~ -
50 -
- HS
~ ~ -
~ ~
~ ~
- 13 SS 13 2000*
55 -
~ ~ - HS 57 --
SILTY CLAY, trace fine sand, gray to - v v dark gray, hard - 14 SS 50 4500* v v 60 -
- HS v v -
v v
- 15 SS 50/4.5" 4500*
v v 65 -
-- HS v v 67
- :_*: SILTY FINE SAND, gray, very dense -
. : .* -- 16 SS 50/5.5" 4500*
- _: ,.*_... 70
..*. :*: - HS 72 -
SILTY CLAY, with fine sand, gray, hard --- ni 75 BORING TERMINATED 75
- 17 SS 50/5" 4500*
TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-10-08 WL 'Sl. 13 WL .Y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-10-08 HW
LOG OF BORING NO. SB-3 Page 1 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf 0.2 \ TOPSOIL I - HS SANDY CLAY, light brownish gray, very
- 1 SS 14 stiff to hard (Coastal Plain) - HS
- 2 SS 30 3000*
5.5 5 - SILTY FINE TO MEDIUM SAND, HS
.-.*. -- 3 33 orangish brown and brownish gray, dense SS 8 - HS CLAYEY FINE TO MEDIUM SAND, light
~
- 4 SS 26 gray, medium dense
~
10 -
- HS 12 --
SILTY CLAY, trace fine sand, light 'Sl. -
~ ~
brownish gray, very stiff - 5 SS 16 4500*
~ ~ -
15 -
-- HS
~ ~
~ ~ -
~ ~
-- 6 SS 15 4000*
20
~ ~
- HS 22 -
.-.*. SILTY FINE TO MEDIUM SAND, no, pale --
.. grayish brown, medium dense 7 SS 21 25
-- HS 27 -
- ': *;* : SILTY FINE TO MEDIUM SAND, with --
clay, pale gray, medium dense - 8 SS 20
.-.*. 30 -
. * :. - HS 32 --
FINE TO MEDIUM SAND, with silt, pale - brownish gray, medium dense - 9 SS 18 35 - HS BMC ... 37 - SILTY CLAY, trace fine sand, light gray, - TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08
~ ~ -
hard - 10 SS 49 4000*
~ ~ -
40 -
-- HS
~ ~
~ ~ -
~ ~
-- 11 SS 45 4000*
45
~ ~
- HS Continued Next Page The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-14-08 WL 'Sl. 13 WL .Y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-14-08 HW
LOG OF BORING NO. SB-3 Page 2 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf SILTY CLAY, trace fine sand, light gray, --
~ ~
hard - 12 SS 41 3500*
~ ~ -
50 -
- HS
~ ~ 52 -
CLAYEY SILT, with fine sand, dark gray, - hard - 13 SS 38 55 -
- HS 57 --
SILTY CLAY, trace fine sand, gray, hard - v v -
- 14 SS 37 4000*
v v 60 -
- HS v v -
v v
- 15 SS 65 v v 65 -
-- HS v v 67 CLAYEY SILT, trace fine sand, light gray, -
hard -- 16 SS 68 70
- HS 75
- 17 SS 50/5" 75 BORING TERMINATED TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-14-08 WL 'Sl. 13 WL _y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-14-08 HW
LOG OF BORING NO. SB-4 Page 1 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf 0.2 \ TOPSOIL I - HS CLAYEY SILT, with fine sand, pale
- 1 SS 17 3
\ grayish brown, very stiff (Coastal Plain) HS I -
CLAYEY SILT, with fine sand, light -
- 2 SS 20 25 74% Fines brownish gray to light grayish orange, very 5 -
HS stiff -- 3 SS 18 8 - HS SANDY CLAY, light brownish gray, very I
~ ~
12 stiff SILTY CLAY, with fine sand, light brownish gray, very stiff to hard
'Sl.
10 -
- MH 4
5 SS HS SS 15 19 29 4000* 4500* LL=51 PI=18
~ ~ 15 -
-- HS
~ ~
~ ~ --
~ ~
-- 6 SS 30 3000*
20
~ ~
-- HS 22 -
~ SANDY CLAY, light brownish gray, hard --
-- 7 SS 30 1250*
25
-- HS 27 -
v v SILTY CLAY, trace fine sand, light -- v v grayish brown, very stiff - 8 SS 16 4500* 30 - v v - HS 32 -- SANDY CLAY, light gray, very stiff -
- 9 SS 14 1750*
35 -
- HS 37 --
......... FINE TO COARSE SAND, with silt, light -
TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08
... gray, medium dense -
- 10 SS 15
......42
... 40 -
HS BMC ... SILTY CLAY, trace fine sand, gray, hard --
~ ~ -- 11 SS 42 4500*
~ ~ 45
-- HS v v 47 -
Continued Next Page The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-11-08 WL 'Sl. 13 WL _y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-11-08 HW
LOG OF BORING NO. SB-4 Page 2 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf
.. SANDY SILT, dark gray, hard --
- 12 SS 50/5" 50 -
.. - HS
. **. 52 -
SILTY CLAY, trace fine sand, gray to light -
~ ~ gray, very stiff to hard - 13 SS 16 1250*
~ ~ 55 -
- HS
~ ~ --
~ ~ -
- 14 SS 29 3000*
~ ~ 60 -
- HS
~ ~
~ ~ --
~ ~ - 15 SS 50/5.5" 4500*
65 -
~ ~ -- HS
~ ~
~ ~ -- 16 SS 50/5" 4500*
~ ~
70
- HS
~ ~
~ ~
75
- 17 SS 50/5.5" 4500*
75 BORING TERMINATED TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-11-08 WL 'Sl. 13 WL _y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-11-08 HW
LOG OF BORING NO. SB-5 Page 1 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf 0.3 \ TOPSOIL - HS SANDY CLAY, light grayish brown, very
- 1 SS 26 21 4500*
stiff to hard (Coastal Plain) - HS
- 2 SS 25 3000*
5.5 5 - SANDY CLAY, blackish brown, very stiff HS
~ 8 -
-- 3 SS HS 20 3000*
~ ~ SILTY CLAY, with fine sand, light - 4 19 2500*
brownish gray, very stiff - SS
~ ~
10 -
- HS 12 --
SILTY CLAY, with fine sand, light grayish 'Sl. -
~ ~
brown, hard - 5 SS 30 4500*
~ ~ -
15 -
-- HS
~ ~ 17 SANDY CLAY, blackish brown and --
grayish brown, hard -- 6 SS 73 20
-- HS 22 -
FINE TO COARSE SAND, with silt, light -- tannish gray, medium dense -- 7 SS 15 25
-- HS
... 27 --
SANDY CLAY, tannish brown, very stiff -
- 8 SS 21 3500*
30 -
- HS
- 9 SS 19 35 -
- HS 37 --
......... FINE TO MEDIUM SAND, with silt, -
TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08
... tannish gray, medium dense -
- 10 SS 26
......42
... 40 -
HS BMC ... SILTY FINE SAND, dark brownish gray, --
.. very dense 45 11 SS HS 80 2000*
47 - Continued Next Page The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-11-08 WL 'Sl. 13 WL .Y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-11-08 HW
LOG OF BORING NO. SB-5 Page 2 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf SILTY CLAY, trace fine sand, light gray to --
~ ~
gray, very stiff to hard - 12 SS 26 4500*
~ ~ -
50 -
- HS
~ ~ -
~ ~
~ ~
- 13 SS 25 55 -
~ ~ - HS
~ ~ -
~ ~ - 14 SS 37 60 -
~ ~ HS
~ ~ -
~ ~
- 15 SS 73
~ ~ 65 -
-- HS
~ ~ -
~ ~
~ ~
-- 16 SS 50/5" 70
~ ~ - HS
~ ~ ---
~ ~ 75 -
- 17 SS 50/5.5" 75 BORING TERMINATED TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-11-08 WL 'Sl. 13 WL _y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-11-08 HW
LOG OF BORING NO. SB-6 Page 1 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf 0.3 \ TOPSOIL - HS
~~ ~
3 SANDY CLAY, light brownish gray,
\ medium stiff (Coastal Plain) I 1 SS HS 8
SILTY CLAY, with fine sand, gray, hard -
- 2 SS 33 4500*
~ ~ 5 -
HS
~ ~ -- 3 SS 36 8
*:* : - HS
- SILTY FINE TO MEDIUM SAND, brown, - 4 23
. . .. medium dense - SS
. : .* 10 -
- _:_*, .... - HS 12 --
SILTY CLAY, trace fine sand, light 'Sl. -
~ ~
orangish brown and light grayish brown, - 5 SS 16 3500*
~ ~ very stiff -
15 -
-- HS
~ ~
~ ~ --
~ ~
-- 6 SS 14 3000*
20
~ ~
-- HS 22 -
~ ~ SILTY CLAY, trace fine sand, light gray, --
~ ~ very stiff -- 7 SS 13 2500*
25
~ ~ -- HS 27 -
SANDY CLAY, light gray, medium stiff --
~ -
- 8 SS 10 30 -
- HS 32 --
FINE TO COARSE SAND, and gravel, - light tannish gray, medium dense - 9 SS 19 35 - HS BMC ... 37 - CLAYEY SILT, with fine sand, light gray, - TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 hard - 10 SS 58 40 -
-- HS 42 -
SILTY CLAY, trace fine sand, light gray to --
~ ~ dark gray, very stiff to hard -- 11 SS 74
~ ~ 45
-- HS
~ ~ -
Continued Next Page The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-14-08 WL 'Sl. 13 WL .Y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-14-08 HW
LOG OF BORING NO. SB-6 Page 2 of 2 CLIENT WESTINGHOUSE ELECTRIC COMPANY SITE 5801 BLUFF ROAD PROJECT COLUMBIA, SOUTH CAROLINA WESTINGHOUSE FACILITY EXPANSION SAMPLES TESTS UNCONFINED GRAPHIC LOG USCS SYMBOL RECOVERY, in. WATER DRY UNIT WT DESCRIPTION SPT - N DEPTH, ft. NUMBER TYPE BLOWS / ft. CONTENT, % pcf STRENGTH, psf SILTY CLAY, trace fine sand, light gray to --
~ ~
dark gray, very stiff to hard - 12 SS 35 4500*
~ ~ -
50 -
- HS
~ ~ -
~ ~
~ ~
- 13 SS 37 4000*
55 -
~ ~ - HS
~ ~ -
~ ~ - 14 SS 52 60 -
~ ~ HS
~ ~ -
~ ~
- 15 SS 66
~ ~ 65 -
-- HS
~ ~ -
~ ~
~ ~
-- 16 SS 50/5.5" 70
~ ~ - HS
~ ~ ---
~ ~ 75 -
- 17 SS 50/4.5" 75 BORING TERMINATED TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 The stratification lines represent the approximate boundary lines *Calibrated Pocket Penetrometer between soil and rock types: in-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-14-08 WL 'Sl. 13 WL _y WL :l. WL
~
llerracan BORING COMPLETED RIG APPROVED CME-55 FOREMAN ASZ JOB # 73075078A 7-14-08 HW
AS'COM BORING NO. G/J-i Test Boring Report PAGE I OF z_, PROJECT: li!-e.,4'1°6o"IA h.<l1,t,$'-e_ /,.,/1,t.UA D/,:;t. hie,( Fi1bft<4'/u:,n {~Cf. 1'f.-U PROJECT NO: 6tJ 1,t;14( CLIENT: (;lfe,'1-wtif<o,M-e.. /4/,JtM bi~ ;:::,..~ { n;,h{°i'/£,1-,';,~ ,cait,, , ~ -t/ / LOCATION: CONTRACTOR: r,*e,q_~.o ELEVATION: EQUIPMENT: ~-e.o (JU} be.. ;;,-f-66 NORTHING: I GROUNDWATER _DRILllNG INFORMATION EASTING: HRS AFTER DRILL METHOD
~:
DATE COMP WATER (JP CASING INSTALL TEMP / PERM DATE START:
-- HOLE DIA
'.3 's 7/ CASING DIA, CASING TYPE DATE FINISH:
TOTAL DEPTH 1'f' . CASING DEPTH GROUT TYPE DRILLER: -:::r.. c~ ,'n,a.'tf:-i SAMPLING ~1;;~ HAMMER WT HAMMER FALL OVERSIGHT: ?~ S'~f-e~ ORGANIC SAMPLER , DEPTH SAMPLE VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET (PPM) 8 INCHES RANGE SOIL CLASSIFICATION: uses fx /lA-v Gt- .
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- 10.0 51t-.,v~(.,~ 'p:iv.. d-7 ~{.,7.y D Sfl-/\lP ({W)) 1,,,,.n j 'f\:"t tc!) <'°<!><1.f'5(' J@l~e.J) t,;;.c~ C. (a'I I ~,l,fi/6';1/e)
~I\-AJO (<'itJ~)"~iif >~,; t'l.bau~ "'-'tf-1... 'few 'J r-,d/-e r JI{ wd Ct!?/v£/4r I
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- 15.0 5/tND (t;'w";) . 9(21.Y \ ((l't ~ ~U$-t' :,rc-cfA~ j 54.*~A(-:'{w.
l$ft.#v w~) t'( weJi ~rb/..~
&.!Ay \
1 Ut (4
~ 47~1~*-c 11'4,1~-ej_) *tx:{Ct" M./.:a J lY4C*e t'b t
,- 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED D 11-30 31-50 50+
MEDIUM DENSE DENSE VERY DENSE 5-8 9-15 16-30 MEDIUM STIFF STIFF VERY STIFF G GRAB SAMPLE
' MC MACRO-CORE LITTLE FEW TRACE 15-25%
5-10%
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31+ HARD PM Tool Boxll.ogs .*\Test Boring Rpt
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Gf AS'COM Test Boring Report BORING NO. PAGE l OF '2._ PROJECT: We!5h~ ... ei,,, ,.ve_ 4:,(w.. hc'a M.ul_i f;:;,/J1-z'/.i,'f.,,':t71-, ~,.'4'41 PROJECT NO: 6"lf°~ 7L( l CLIENT: hk-5h°1/4k .() use... /4 /uJ.u Ii I.a_ Fu'ld Mhur.ad)o,1 ~,:a1w LOCATION: CONTRACTOR: .,/\/6~ / ELEVATION: EQUIPMENT: G~/Jn,b,., D'T-LL NORTHING: GROUNDWATER DRILLING INFORMATION EASTING: DATE HRS AFTER COMP WATER 0R1LLMETH0D v,~h CASING INSTALL TEMP/PERM DATESTARTc~ HOLE DIA. 3,,,1 CASING DIA CASING TYPE DATE FINISH: ~I TOTAL DEPTH 1{ f-+ CASING DEPTH GROUT TYPE DRILLER: :r< hr at~; SAMPLING 1v~;;~IJ< HAMMER WT HAMMER FALL OVERSIGHT: Ct <'wla-e,1'( ORGANIC SAMPLER DEPTH SAMPLE VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET (PPM) 8 INCHES RANGE SOIL CLASSIFICATION: uses t,f/.f\.1/F-(_
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31+ HARD PM Tool Box\LOgs \Tes\ Boring Rpt. template, pg 1 00000\xxxxx\TBR-(boring #)
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31+ HARD PM Tool Box\1.ogs \Test Boring Rpt
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A=COM BORING NO. Cf'-3 Test Boring Report z. PAGE l OF PROJECT: /*£<;1),;_,A 1,.,()-~e._ /4(,. w. ¥{,'~ fu.,:,,f Fzt~,t C4,h,>.,,. Mf?1tvW PROJECT NO: (;.Q l 5"f2 7 1j.{_ CLIENT: IAl~.;h~-vfho11t;;p ldJl1Mu b,h fu..,.,( 1abir('~ h~ M:io'/('w / LOCATION: CONTRACTOR: / vta<<--o I ELEVATION: EQUIPMENT: GPR>nl/o~ D1 - .6£ NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: I Q,\Tc HRS AFTER COMP WATER DRILL METHOD VK~ CASING INSTAl.L TEMP / PERM DATE START: 5"/JI!, HClEDIA. 1,~ 11 CASING DIA. CASING TYPE DATE FINISH: 71 ~h, TOTAL DEPTH ~-Z..' CASING DEPTH GROUT TYPE DRILLER: 3, 6, (u':.it?rt-~, SAMPLING l},LYl,..~ HAMMER WT HAMMER FALL OVERSIGHT: Ct "fLVk/pNi ORGANIC SAMPLER DEPTH SAMPu( VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET (PPM) & INCHES RANGE SOIL CLASSIFICATION: uses GAi't-\lf;l
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31+ HARD PM Tool BoxU.ogs ...\Test Boring Rpt
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AS'COM BORING NO. 6:f- 'f Test Boring Report PAGE { OF 2-PROJECT: Wes'r~,v,,l.,,,.,~-e.. /4/,11.1t1b,~ P~( hibn';-,-,h},., ~e,r ,,. V..,1,, PROJECT NO: 6t>t58. 11-£,( CLIENT: uilP,,;h~ ~1,1,se... c; IAlft b/,,, F=.,-l' f fiibli£afion lzu_, It \{_(;- LOCATION: CONTRACTOR: I }{e&o / ELEVATION : EQUIPMENT: 11~ ,,,, t1,r,, be. DT-.f~ NORTHING: I GROUNDWATER DRILLING INFORMATION EA$TING: DATE HRS AFTER COMP WATER DRILL METHOD 111"~A{h CASING INSTALL TEMP / PERM DATE START: S, 1111 HOLE DIA. 3'S CASING DIA. CASING TYPE DATE FINISH: If I-flu TOTAL DEPTH _1/ flt CASING DEPTH GROUT TYPE DRILLER: "Jl [;fwi(i["/;7~[ L,' ~ _. u"'-
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31+ HARD PM Tool Box\Logs .. \Test Boring Rpl - templale, pg 2 00000\xxxxx\TBR-(boring #)
A=COM Test Boring Report BORING NO. GP-5 PAGE l OF Z-PROJE~T: CLIENT. b!t~~fe (?~u,t~ ~~f rnh;' M. .
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31+ HARD PM Tool Box\Logs ...\Test Boring Rpt
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31+ HARD PM Tool Box\Logs ...\Test Boring Rpt - template, pg 1 00000\xxxxx\TBR-(boring #)
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31+ HARD PM Tool Bo*llogs. \Test Boring Rpt . template, pg 2 00000\xxxxx\TBR-(boring #)
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31+ HARD PM Tool Box\l.ogs_, \Test Boring Rpl . lemplate, pg 2 00000\xxxxx\TBR-(boring #)
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31+ HARD PM Tool Box\l.ogs .\Test Bortng Rpt - template, pg 1 00000\xxxxx\TBR-(boring #)
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31+ HARD [ PM Taal Bax\Lags .\Test Baring Rpt . template , pg 2 00000\xxxxx\TBR-(boring #)
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31+ HARD C PM Tool Box\Logs . \Test Boring Rpt
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AS'COM BORING NO. c:;P-tz Test Boring Report PAGE l OF 2-- PROJECT: w~. .d*t;,,.. ii_o11,t:.-1) c1,{i,ln,b1~ Fi,,,.d Fz,,hn~'h},A ~a,v..,,, PROJECT NO: 6~ lf.~14/ CLIENT: t,Ja~t/.,.~ hm.1.~e. w( l,l,ll,\hl4. h\:eJ FA-bn~; h';,1-1 l'Z'ldft'hl LOCATION: CONTRACTOR: -' llE=:& CO I ELEVATION: EQUIPMENT: Gect)rob~~ o-r-66 NORTHING: I GROUNDWATER DRILLING INFORMATION EASTING: I I DATE HRS AFTER COMP WATER DRILL METHOD DP CASING INSTALL TEMP/PERM DATE START: 5i *r111 HOLE DIA ;,511 CASING DIA, CASINGlYPE DATE FINISH: ~I ,) f( TOTAL DEPTH 11' CASING DEPTH GROUTlYPE DRILLER: .::f<. Cl.A,. 0r~1* SAMPLING 0~1~ HAMMER WT HAMMER FALL OVERSIGHT: (,,'l 7w.. tle"f" ORGANIC SAMPLER DEPTH SAMPLEJ VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET (PPM) &INCHES RANGE SOIL CLASSIFICATION: uses 4cf t -r ~l<A-l/L Fil( fft41D r 71L1 <fVl,")1 h@v;--. , V"\~~"' ~1-iff-) (11\-e -f4rJ )h,IAf
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31+ HARD PM Tool Box\Logs. \Test Boring Rpt
- template , pg 1 00000\xxxxx\TBR-(boring #)
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AS'COM Test Boring Report BORING NO. PAGE I OF 2-
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- template, pg 2 00000\xxxxx\TBR-(boring #)
AS'COM Test Boring Report BORING NO. C.f-li PAGE I OF 2-PROJECT: £r,.,,,1',',, ... h,9us-e_ er.fuMhicl R,. ... .f f=i;L,r,',_,,,'f-c;,A nic..,'/iY-v PROJECT NO: 61J l.S"~ 7Jf l CLIENT: t--1,/e-; n~ .h,9 &,LS°~ UJ h11Y1. b,.a FiAe{ fz.l>r1'cerfiol"I fvci'lif..il , LOCATION: CONTRACTOR: ./ Vf::-1<..u:, ELEVATION: EQUIPMENT: <1--eo /JrCJ be, DT-6{, NORTHING: I GROUNDWATER DRILLING INFORMATION EASTING: f?f i::11 HRS AFTER DRILL METHOD DATE COMP WATER CASING INSTALL TEMP/PERM DATE START, 'iijl HOLE DIA. 1,," CASING DIA. CASING TYPE DATE FINISH: 1 TOTAL DEPTH
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31+ HARD PM Tool Box\Logs .\Test Boring Rpt
- template. pg t 00000\xxxxx\TBR-(boring #)
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C 31+ HARD 00000\xxxxx\TBR*(boring #)
AS'COM BORING NO. {j-/J-/6 Test Boring Report z_ PAGE l OF PROJECT: JJe,;l', .'.."' J\t), ,,-e ,;;, IutM h. >.. F1,4.ef FiJJ1.,rj4f>_;.. ** ~,l,1/-iJ PROJECT NO: ~Ol5f.7'1I CLIENT: tv25l,1Jw1,1..;e a (i,iM b,~ PiAef tzih,, 1/4b~1 ~c.cli'l-r._ ., LOCATION : CONTRACTOR: 'l~Q.co ELEVATION: EQUIPMENT: 6&>/Jtolh t>T-~ NORTHING: I GROUNDWATER DRILLING INFORMATION EASTING: DATE HRS AFTER COMP WATER DRILL METHOD HOLE DIA. pf 1,'i" 2-'11 f I CASING INSTALL CASING DIA. TEMP/PERM CASING TYPE DATE START: DATE FINISH: 5/!lj, I(_. Fr-a4£-ri~, TOTAL DEPTH CASING DEPTH GROUT TYPE DRILLER: SAMPLING 1~1,.-J~ HAMMER WT HAMMER FALL OVERSIGHT: C( f..vJA...7'... ORGANIC SAMPl.l:R I DEPTH SAMPLE VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE SOIL CLASSIFICATION: uses (PPM) SINCHES fANO ( kd
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BORING NO. GP-t8
~COM Test Boring Report PAGE 2- OF 2-ORGANIC SAMPLER DEPTH SAMPLE VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE (PPM) SINCHES
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AS"COM BORING NO. 6/- /<j Test Boring Report PAGE I OF z. PROJECT: j,1_,.,,;l'1'tu,/10L1.','f!. /),fu'Mb/a. Fu...( fz;ny,~'h::,,.. fiicrY,Y--v PROJECTNO: {tJIS'fl?l{I L..Gxl~ h.ou.,-e_ (;,ft,m h1"1 Fuf'{ Fiibri'o,; 'h'ot1 ~,l, '1--ti CLIENT: CONTRACTOR: VU4:> ' LOCATION: ELEVATION:
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BORING NO. Gf-f9 A:COM Test Boring Report PAGE 'Z- OF z._ ORGANIC SAMPLER DEPTH SAMPLE VAPOR BLOWS SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE (PPM) 8 INCHES
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AS'COM BORING NO. CfJ---1-c; Test Boring Report PAGE l OF 2.. PROJECT: JJ.es \'t_,,,,, /)J),,£.c r.: /,,, VII\ b,1 Fv.'I!, Fa.hn'a h~" /'zl£.1'lt i,u PROJECT NO: 6_,tJ/f871f f CLIENT: h/e,,<; 1,4' h.ou,f:. 4,{t,1.m!,~ FTA.e( ~hr,:,,,.'fi:.,,, ~cf.¥,'W LOCATION: CONTRACTOR: "'V51lco I ELEVATION: EQUIPMENT: 0etJno.6e DT~ NORTHING: I GROUNDWATER DRILLING INFORMATION EASTING: DATE HRS AFTER COMP WATER DRILL METHOD DP CASING INSTALL TEMP/PERM DATE START: S' 7/11 HOLE DIA.
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Table 4- 3. Lithologic (Stratigraphic) Log of Westinghouse Test Hole No. lfL34 I SPLIT SAMPLE SPOON NO. SAMPLE NO. DEPTH INTERVAL (FEET) - BLOW COUNTS -;, DESCRIPTION 1 1 1. 5 - 2. 0 2-2-3 Sand, moderate yellowish brown (10 YR 5/4), fine - very coarse, clayey; with very fine quartz gravel, slightly micaceous, dry. 1 1 2.0 - 2.5 Sand, dark yellowish brown ( 10 YR 4/2), fine to coarse, clayey, with fine quartz gravel; and clay, dark brown ( 5 YR 2/2), lignitic, dry. 2 3 4.0 - 4.5 4-5-3 Clay, very sandy, light brown (5 YR 5/6), moist, silty, plastic. 2 4 4.5 - 5.0 Sand, moderate yellowish brown (5 YR 5/4), fine to very coarse, with quartz gravel; and clayey, poorly sorted sand, moist. 2 5 5.0 - 5.5 Sand, same as above, grad-ing downward into clay, moderate brown ( 5 YR 4/4), slightly moist, slightly micaceous, plastic. 3 6 9.0 - 10.0 1 1 Silt, pale yelloiwsh brown (composite) (10 YR 6/2), very mica-ceous, clayey, slightly plastic. [ 3 7 10.0 - 10.5 Silt, same as above. 4 8 14.0 - 15.5 3-3-5 Clay, moderate brown [ (composite) ( 5 YR 4/4), micaceous, silty, moist. s 9 18.0 - 18.5 Silty clay, moderate yel-L lowish brown ( 10 YR 5/4) grading downward with sharp break into Sand, C fine to medium, micaceous, quartzose, loose, moist, permeable. l
continued Table 4-3 SPLIT SAMPLE SPOON SAMPLE DEPTH INTERVAL BLOW NO. NO. (FEET) COUNTS DESCRIPTION 5 10 19.0 - 19.5 Sand, silty, slightly clayey, micaceous, very fine to fine, moist, permeable. 6 11 24.0 - 25.5 4-5-4 Sand, coarse-very coarse (composite) micaceous, with fine gravel, quartzose, silty, not much clay. Moderate to high 7 12 29. 0 - 30. 5 3-3-5 permeability.
-P- ?I Clay, medium gray (NS), T1, .....
very plastic, no bedding or laminae (massive), slightly moist. Very low permeability. 8 13 34. 0 - 35. 5 3-5-6 Clay, dark gray (N3), dry, (composite) massive. Very low permea-bility. 9 14 39.0 - 40.5 4-7-11 Clay, medium gray (NS), (composite) massive, dry. Plastic when wet in lab. Very low permeability. 10 15 44.0 - 45.5 4-5-7 Clay, medium dark gray (composite) (N 4), dry, micaceous, mas-sive. Plastic when wet in lab. Very low permeability. 11 16 49. 0 - so. 5 20-37-48 Shale, medium dark gray (composite) (N 4), hard, blocky with conchoidal fracture, dry, lustrous sheen. Very low permeability. 12 17 54.0 - 55.S Shale, same as above, (composite) except lighter color- medium gray (NS), Very low permeability. [ 13 18 59.0 - 59.5 35-50 13- Clay, light gray (N7), slightly silty, micaceous, dry, plastic when wet. [ Very low permeability. 13 19 59.5 - 59.7 Clay, silty, light gray (N 7) micaceous, plastic when wet. [ Very low permeability. [ l
continued Table 4-3 SPLIT SAMPLE SPOON SAMPLE DEPTH INTERVAL BLOW NO. NO. (FEET) COUNTS DESCRIPTION 14 20 64.0 - 64.S 12-25-32 Sand, very fine to fine, clayey, silty, dry. Over-all high plasticity. Low permeability. 14 21 64.S - 65.0 Silt, clayey, light gray (N 7) micaceous, with sparse fine to medium sand grains, dry. Low permea-bility. 14 22 65.0 - 65.S Clay, silty, medium gray (NS), micaceous, with some fine to medium sand grains; grading downward at 65. 2 ft to: Clay, medium light gray (N 6), massive, blocky. Very low permeability. 69.S - 70.0 22 so/s Clay, light gray (N 7), 15 23 massive, not micaceous, no silt or sand. Very low permeability. 15 24 70.0 - 70. 4 Clay, same as above. 16 25 74.0 - 74.8 28-so/s- Clay, same as above. 17 26 79.0 - 79.S 14-23-31 Clay, same as above, slightly silty; low permeability. 17 27 79.S - 81.0 Silt, same as above light gray. Low permeability. 18 28 84.0 - 84.8 Claystone, medium gray, massive, blocky, dry. Very low permeability. Total Depth 85. 0 ft Summary 0 - 27 OKEFENOKEE FORMATION - PLEISTOCENE (TERRACE HYDROGEOLOGIC UNIT) Alternating beds of poorly sorted, fine to coarse sands, silt, and clays with quartz gravels scattered throughout. Very fine to coarse quartzose sand from 18.S - 27.0 ft most permeable. Screen was set at 18 - 23 ft in Well W- ~. 34
27- - 85 BLACK MINGO FORMATION ( HYDROGEOLOGIC UNIT 11) 27-49 Beds of medium-gray to dark gray, massive, micaceous, CLAY. Plastic when wet. Very low permeability. Moist in upper few feet only; dry below. 49-Sr Medium to medium dark gray SHALE, dry, blocky with conchoidal fracture, massive, with lustrous sheen when broken. 57=65. 2 Light gray, micaceous CLAY and SIL TY CLAY, with low permeability; with 1. 0 ft bed of very fine to fine CLAYEY SIL TY SAND and clayey, light-gray, micaceous SILT. Low permeability, plastic when wet, except for granular silt stratum ( 64. 5 - 65. 0 ft).
- 65. 2-76 Light to medium light gray, non-micaceous, massive CLAY, dry in borehole, plastic when wet in lab. Essentially no permeability.
76-83 Light-gray, massive, non-micaceous CLAY and massive slightly SILTY CLAY, dry, low permeability. Plastic when wet in lab. 83-85 Medium gray, massive, dry CLAYSTONE, blocky, Very low permeability. NOTES
- 1. Color designation Standard: Geol. Soc._ of America, Rock-Color Chart, 1975.
- 2. Permeability (hydraulic conductivity) descriptions are qualitative estimates from visual field observation of drill cuttings and laboratory classification of split-spoon samples.
- 3. Standard Blow Count is number of blows required to drive 1 3/8 in I. D., 2 - in O. D. Split Barrel Sampler 6. inciles with 140 Pound Hamrtler . Falling 30 inches.
Field and Lab Analyses by B. C. Spigner Senior Hydrogeologist
BORING NO. W-60 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 137.25 EQUIPMENT: Geoprobe Sonic NORTHING: 745,835.5835 GROUNDWATER DRILLING INFORMATION EASTING: 2,023,286.8131 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/08/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/08/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 SILTY SAND (SM), yellowish brown 10YR 5/6, fine grained, poorly graded, damp 5.3 SILTY SAND (SM), as above - 5.0 1.1 7-17 SAND (SP), light gray 10YR 7/1, fine to medium grained, few silt, few clay, poorly graded, damp 11.9 - 10.0 0.0 CLAYEY SAND (SC), light yellowish brown 10YR 6/6, fine to coarse grained, little clay, well graded, moist 0.0 SAND (SW), strong brown 7.5YR 5/6, fine to coarse grained, few silt, well graded, chemical odor 14'-16', wet to saturated - 15.0 2.9 17-27 SAND (SW), light gray 10YR 7/1, medium to coarse grained, few gravel, well graded, saturated 0.3 - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-60 AECOM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-27 SAND (SW), gray 10YR 7/1, medium to very coarse grained, few gravel, well graded, saturated 0.3 0.2 - 25.0 CLAY (CH), greenish gray GLEY2 6/1, stiff, high plasticity, moist 0.1 27-37 SILTY SAND (SM), light greenish gray GLEY 1 7/1, fine to medium grained, poorly graded, saturated 0.1 ,- 30.0 SILT (ML), greenish gray GLEY1 6/1, soft, wet I\. SAND (SW), light greenish gray GLEY1 8/1, fine to coarse grained, well graded, saturated 0.1 SILTY CLAY (CH), greenish gray GLEY1 6/1, soft, moderate plasticity, wet .... 35.0 SAND (SP), light greenish gray GLEY1 7/1, fine to medium grained, few silt, poorly graded, 0.3 saturated 0.1 37-42 CLAY (CL), gray GLEY1 7/1,hard, low plasticity, dry - 40.0 40.0 CLAY (CL), greenish black GLEY1 2.5/1,hard, moderate plasticity, dry Boring terminated at 42 feet .... 45.0 I BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-61 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 137.34 EQUIPMENT: Geoprobe Sonic NORTHING: 745,829.2570 GROUNDWATER DRILLING INFORMATION EASTING: 2,023,288.2599 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/09/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/09/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 SILTY SAND (SM), yellowish brown 10YR 5/6, fine grained, poorly graded, damp 18.5 SILTY SAND (SM), as above - 5.0 3.4 7-17 SAND (SP), light gray 10YR 7/1, fine to medium grained, few silt, few clay, poorly graded, damp 15.8 9.8 - 10.0 CLAYEY SAND (SC), light yellowish brown 10YR 6/6, fine to coarse grained, little clay, well graded, moist 4.5 SAND (SW), strong brown 7.5YR 5/6, fine to coarse grained, few silt, well graded, chemical odor, wet to saturated (interpreted from W-60) - 15.0 17-26 SAND (SW), light gray 10YR 7/1, medium to coarse grained, few gravel, well graded, saturated 0.1 - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-61 AECOM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-26 SAND (SW), gray 10YR 7/1, medium to very coarse grained, few gravel, well graded, saturated 0.1 0.1 - 25.0 CLAY (CH), greenish gray GLEY2 6/1, stiff, high plasticity, moist Boring terminated at 26 feet ,- 30.0 .... 35.0 - 40.0 40.0 .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-62 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 125.63 EQUIPMENT: Geoprobe Sonic NORTHING: 745,485.4613 GROUNDWATER DRILLING INFORMATION EASTING: 2,022,726.0792 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/09/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/09/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 CLAYEY SILT (MH), strong brown 7.5YR 5/8, medium stiff, some clay, moderate plasticity, moist 0.5 SAND (SW), reddish yellow 7.5YR 6/8, fine to coarse grained, few clay, well graded, moist - 5.0 0.5 0.5 7-12 gravel layer at 7 feet SAND (SW), pale brown 10YR 6/3, fine to coarse grained, well graded, moist 0.7 - 10.0 0.8 12-17 SAND (SW), very pale brown 10YR 7/4, fine to coarse grained, well graded, saturated 1.2 - 15.0 0.7 17-27 SAND (SP), light gray 10YR 7/1, fine grained, few silt, poorly graded, saturated 1.2 - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-62 AECOM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-27 SAND (SW), light gray 10YR 7/1, fine to very coarse grained, well graded, saturated 0.6 1.9 SAND (SW), reddish brown 5YR 5/3, fine to coarse grained, well graded, saturated CLAY (CL), dark gray 10YR 4/1, hard, moderate plasticity, damp - 25.0 27-32 CLAY (CL), as above ,- 30.0 Boring terminated at 32 feet .... 35.0 - 40.0 40.0 .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-63 AS'COM Test Boring Report PAGE 1 OF 3 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 138.78 EQUIPMENT: Geoprobe Sonic NORTHING: 745,098.1342 GROUNDWATER DRILLING INFORMATION EASTING: 2,023,019.4184 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/10/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/10/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to coarse grained, little clay, well graded, damp 0.2 - 5.0 7-17 CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to coarse grained, little clay, well graded, damp 2.0 CLAYEY SAND (SC), as above with gravel at 9.5 ft - 10.0 1.0 1.0 CLAYEY SAND (SC), light gray 7.5YR 7/1, fine to medium grained, little clay, damp - 15.0 0.8 17-27 SAND (SP), brownish yellow 10YR 6/8, coarse grained, poorly graded, wet 3.9 SAND (SW), light gray 10YR 7/1, fine to coarse grained, few silt, well graded, saturated - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-63 AECOM Test Boring Report PAGE 2 OF 3 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-27 SAND (SW), light gray 10YR 7/1, fine to coarse grained, few silt, well graded, saturated 0.8 0.8 SAND (SW), as above with few gravel SILTY SAND (SM), light gray 10YR 7/1, fine to medium grained, little silt, well graded, - 25.0 0.7 saturated SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 27-37 0.8 SAND (SP), brownish yellow 10YR 6/8, medium to coarse grained, poorly graded, saturated ,- 30.0 SAND (SP), light gray 10YR 7/1, as above 0.8 0.7 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated .... 35.0 0.6 37-47 SAND AND GRAVEL (SW), pale brown 2.5Y 7/3, medium grained to gravel, few cobbles, well graded, saturated - 40.0 40.0 SAND AND GRAVEL (SW), yellow 2.5Y 7/6, as above CLAY (CH), gray 5Y 5/1, hard, moderate plasticity, damp .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-63 AECOM Test Boring Report PAGE 3 OF 3 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-45.0 37-47 CLAY (CH), gray 5Y 5/1, hard, moderate plasticity, damp Boring terminated at 47 feet - 50.0 ,- 55.0 .... 60.0 - 40.0 65.0 .... 70.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-64 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 140.15 EQUIPMENT: Geoprobe Sonic NORTHING: 744,643.8030 GROUNDWATER DRILLING INFORMATION EASTING: 2,023,511.3331 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/10/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/10/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 SILTY SAND (SM), strong brown 7.5YR 5/8, fine grained, poorly graded, damp 0.6 - 5.0 7-12 SILTY SAND (SM), yellowish brown 7.5YR 5/6, fine grained, little silt, poorly graded, damp 0.9 - 10.0 0.8 SILT (MH), dark gray 10YR 4/1, stiff, low plasticity, damp 12-17 SILTY SAND (SM), dark yellowish brown 10YR 4/4, fine grained, little silt, poorly graded, 0.8 damp - 15.0 SILTY SAND (SM), dark grayish brown 10YR 4/2, as above 1.8 17-27 CLAYEY SAND (SC), dark grayish brown 105YR 4/4, fine to coarse grained, little clay, well graded, damp 1.2 - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-64 AECOM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-27 SAND (SP), light yellowish brown 10YR 6/4, fine to medium grained, poorly graded, moist 1.4 SAND (SW), brownish yellow 10YR 6/8, fine to coarse grained, well graded, wet 0.8 X - 25.0 27-32 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 1.0 ,- 30.0 0.9 Boring terminated at 32 feet .... 35.0 - 40.0 40.0 .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-65 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 138.17 EQUIPMENT: Geoprobe Sonic NORTHING: 745,693.7040 GROUNDWATER DRILLING INFORMATION EASTING: 2,024,027.4543 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/12/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/12/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 SILTY CLAY (CL), strong brown 7.5YR 5/8, stiff, little silt, moderate plasticity, damp 1.6 - 5.0 X 7-17 CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to medium grained, little clay, few silt, well graded, damp 1.5 CLAYEY SAND (SC), light gray 10YR 7/1, fine to coarse grained, well graded, saturated - 10.0 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 3.4 X - 15.0 17-27 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 4.3 - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-65 AECOM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-27 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 7.4 CLAYEY SAND (SC), yellowish brown 10YR 5/8, fine to medium grained, some clay, dense, well graded, moist - 25.0 8.2 CLAYEY SAND (SC), light gray 10YR 7/1, fine to coarse grained, little clay, well graded, wet 27-34 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 1.5 0.6 ,- 30.0 1.3 CLAY (CL), dark gray 10YR 4/1, hard, low, damp Boring terminated at 34 feet .... 35.0 - 40.0 40.0 .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-66 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 138.01 EQUIPMENT: Geoprobe Sonic NORTHING: 745,687.8186 GROUNDWATER DRILLING INFORMATION EASTING: 2,024,027.1699 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/12/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/12/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 SILTY CLAY (CL), strong brown 7.5YR 5/8, stiff, little silt, moderate plasticity, damp 1.3 X - 5.0 7-17 CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to medium grained, little clay, few silt, 1.3 well graded, damp CLAYEY SAND (SC), light gray 10YR 7/1, fine to coarse grained, well graded, damp - 10.0 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated 3.0 - 15.0 3.4 X 17-22.5 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-66 AECOM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES ,-20.0 17-22.5 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated Boring terminated at 22.5 feet - 25.0 ,- 30.0 .... 35.0 - 40.0 40.0 .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-67 AS'COM Test Boring Report PAGE 1 OF 2 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: SAEDACCO ELEVATION: 132.60 EQUIPMENT: Geoprobe Sonic NORTHING: 744,459.5852 GROUNDWATER DRILLING INFORMATION EASTING: 2,024,485.7938 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 10/15/18 Sonic 6.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 10/15/18 CASING DEPTH N/A GROUT TYPE N/A DRILLER: B. Romec HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-7 SILTY CLAY (CL), reddish yellow 7.5YR 6/8, stiff, little silt, moderate plasticity, damp 0.0 - 5.0 7-12 SILTY CLAY (CL), dark red 10R 3/4 and light blueish gray GLEY2 7/1 laminations, stiff, low plasticity, damp 0.0 - 10.0 X 12-17 CLAYEY SAND (SC), light brown 7.5YR 6/4, fine to coarse grained, some clay, few silt, well graded, moist to wet 3.0 - 15.0 X 17-27 CLAYEY SAND (SC), light brown 7.5Y 6/4, fine to coarse grained, some clay, few silt, well graded, moist to wet CLAYEY SAND (SC), light blueish gray GLEY2 8/1, fine to coarse grained, some clay, few 0.0 cobbles, well graded, most - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-67 AS'COM Test Boring Report PAGE 2 OF 2 SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE ....20.0 6 INCHES 17-27 CLAYEY SAND (SC), light blueish gray GLEY2 8/1, fine to coarse grained, some clay, few cobbles, well graded, most SAND (SW), gray 10YR 6/1, fine to coarse grained, few clay, well graded, wet 0.0 .... 25.0 27-31 CLAYEY SAND (SC), light greenish gray GLEY2 8/1 to brownish yellow 10YR 6/8 mottled, fine to coarse grained, some clay, well graded, saturated 0.0 - 30.0 Boring terminated at 31 feet t- 35.0 t- 40.0 40.0 - 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD
BORING NO. W-68 AS'COM Test Boring Report PAGE 1 OF 1 PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: 60585917 CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: Columbia, SC CONTRACTOR: Elite Techniques ELEVATION: 113.40 EQUIPMENT: Geoprobe NORTHING: 745,329.2457 GROUNDWATER DRILLING INFORMATION EASTING: 2,022,496.2174 HRS AFTER DRILL BORING DATE COMP WATER METHOD DIAM CASING INSTALL N TEMP / PERM P DATE START: 11/01/18 Direct Push 3.0 in CASING DIA. N/A CASING TYPE N/A DATE FINISH: 11/01/18 Auger 8.0 in CASING DEPTH N/A GROUT TYPE N/A DRILLER: D. Rogers HAMMER WT N/A HAMMER FALL N/A OVERSIGHT: C. Suddeth SAMPLER DEPTH SAMPLE PID BLOWS SAMPLE IN (PPM) PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE 6 INCHES 0-5 CLAY (CH), yellowish brown 10YR 5/4, soft, high plasticity, moist 2.3 SILT (ML), strong brown 7.5YR 5/6, soft, trace fine sand, moist CLAY (CH), dark grayish brown 10YR 4/2, soft, high plasticity, moist 2.6 SANDY SILT (MH), dark grayish brown 10YR 4/2, soft, high plasticity, wet - 5.0 5-10 SILTY CLAY (CL-ML), very dark gray 7.5YR 3/1, soft, little silt, moderate plasticity, wet 1.1 0.6 - 10.0 10-15 0.0 SILTY CLAY (CL-ML), as above 0.0 SILT (ML), dark gray 7.5YR 4/1, soft, low plasticity, wet 0.4 - 15.0 SAND (SW), dark reddish brown 5YR 3/4, ine to coarse grained, well graded, saturated 15-19 0.1 CLAY (CL), very dark gray 7.5YR 3/1, very stiff, low plasticity, damp Boring terminated at 19 feet - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD}}