Drawings,_(Revised),_Selected_Sheets.pdf
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- Attached to
- Stilling Basin and Abutment Support Wall, Charleroi L/D Federal contract opportunity
- Solicitation number
- W911WN18B8010
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Revised "Selected" Sheets of Drawings List of Drawings identified in Amendment.
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ABBREVIATIONS:
LEGEND:
B
B A
K E
R
CENTER LINE
BASE LINE
LC
LB
ON CENTERO.C.
GALVANIZEDGALV
INNER DIAMETERI.D.
EQUALEQ
CLEARANCECLR
OUTSIDE DIAMETERO.D.
TYPICALTYP
WITHW/
BOTTOMB/
TOPT/
EASTE
NORTHN
LEFTLT
OFFSETOFF
STATIONSTA
FEETFT
NOT TO SCALEN.T.S.
ELEVATIONEL
B
B A
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/s P
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REFERENCE DRAWINGS
FILE NAME
NO.
ID
SHEET
DRAWING TITLE
4/2.1 GENERAL PLAN
4-1B BORINGS
10/2 FOUNDATION EXPLORATION CORE BORINGS HOLES, A-1 THRU A/5 INCLUSIVE
10/3 FOUNDATION EXPLORATION CORE BORINGS HOLES, A-6, A-7, AND C-1 THRU C-3 INCL.
10/4 FOUNDATION EXPLORATION CORE BORINGS, HOLES C-4 THRU C-6 INCL., D-1 & D-2
10/5 FOUNDATION EXPLORATION CORE BORINGS, HOLES D-3 THRU D-6 INCLUSIVE
10/6 FOUNDATION EXPLORATION CORE BORINGS, HOLES D-7, D-8, AND R-1
10/275 BORING LOGS RW-6 AND RW-7
10/276 BORING LOGS RW-9 AND RW-10
10/278 BORING LOGS RW-14 AND RW-15
10/287 BORING LOGS CF-8 THRU CF-11
10/288 BORING LOGS CF-12 THRU CF-14
40/13.2 GATE SILL AND STILLING BASIN, GATE BAYS NO. 1 AND NO. 2
40/14.2 GATE SILL AND STILLING BASIN, GATE BAYS NO. 3 AND NO. 4
40/15.2 GATE SILL AND STILLING BASIN, GATE BAY NO. 5 AND MISCELLANEOUS DETAILS
40/16.1 ABUTMENT AND LEFT BANK PROTECTION PLAN AND DETAILS
40/19.1 ABUTMENT MONOLITHS A 4 TO A 10
40/20.1 ABUTMENT MONOLITH A 1
40/21.1 ABUTMENT MONOLITHS REINFORCING AND DETAILS
SIMILAR DETAILS FROM EMSWORTH
C-1024 GROUT BAG SCOUR PROTECTION, STAGE 4 GROUT BAG PLAN
C-5042 GROUT BAG SCOUR PROTECTION, GROUT BAG STANDARD APRON TIE-IN ELEMENT, DETAIL
C-5044 GROUT BAG SCOUR PROTECTION, GROUT BAG DETAILS, SHEET 1
C-5045 GROUT BAG SCOUR PROTECTION, GROUT BAG DETAILS, SHEET 2
S-2111 COMBINATION WALL, ELEVATION
S-5112 COMBINATION WALL, SECTION AND DETAILS, SHEET 1
S-5113 COMBINATION WALL, SECTION AND DETAILS, SHEET 2
S-5114-A COMBINATION WALL, DETAILS, SHEET 1
S-5115 COMBINATION WALL, DETAILS, SHEET 2
00/61-A
CONTRACT DRAWINGS
FILE NAME
NO.
ID
SHEET
DRAWING TITLE
FLOODWAY AND APPROACH EXCAVATION
O37_LCH_83030-A 83/30-A FLOODWAY AND LOCK APPROACH - EXCAVATION PLAN
O37_LCH_83031-A 83/31-A DREDGING SECTIONS - STATIONS 911+60.50, 912+00, 913+00, AND 914+00
O37_LCH_83032-A 83/32-A DREDGING SECTIONS - STATIONS 915+00, 916+00, 917+00, AND 918+00
O37_LCH_83033-A 83/33-A DREDGING SECTIONS - STATIONS 919+00, 920+00, 921+00, AND 922+00
O37_LCH_83034-A 83/34-A DREDGING SECTIONS - STATIONS 923+00, 924+00, 925+00, AND 926+00
O37_LCH_83035-A 83/35-A DREDGING SECTIONS - STATIONS 927+00, 928+00, 929+00, AND 930+00
O37_LCH_83036-A 83/36-A DREDGING SECTIONS - STATIONS 931+00, 932+00, 933+00 AND 934+00
O37_LCH_83037-A 83/37-A DREDGING SECTIONS - STATIONS 935+00, 936+00, 937+00 AND 938+00
O37_LCH_83038-A 83/38-A DREDGING SECTIONS - STATIONS 939+00, 940+00, 941+00 AND 942+00
O37_LCH_83039-A 83/39-A DREDGING SECTIONS - STATIONS 943+00, 944+00, 945+00 AND 946+00
O37_LCH_83040-A 83/40-A DREDGING SECTIONS - STATIONS 947+00, 948+00, 949+00 AND 950+00
O37_LCH_83041-A 83/41-A DREDGING SECTIONS - STATION 950+93.57
INSTRUMENTATION
O37_LCH_88070 88/70 INSTRUMENTATION PLAN
O37_LCH_88071 88/71 INCLINOMETER INSTALLATION DETAILS
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CONTRACT DRAWINGS
FILE NAME
NO.
ID
SHEET
DRAWING TITLE
GENERAL
O37_LCH_00060 00/60 COVER SHEET
O37_LCH_00061-A 00/61-A DRAWING INDEX, ABBREVIATIONS AND LEGEND SHEET
PROJECT LOCATION
O37_LCH_03020 03/20 PROJECT LOCATION AND VICINITY MAPS
GENERAL PLANS
O37_LCH_04110-A 04/110-A CONSTRUCTION PHASING PLAN AND GENERAL NOTES
O37_LCH_04111-A 04/111-A DETAILED SITE PLAN - LOCK SIDE
O37_LCH_04112-A 04/112-A DETAILED SITE PLAN - ABUTMENT SIDE
GEOLOGICAL - CORE BORINGS
O37_LCH_10350 10/350 GEOLOGICAL STANDARDS - UNIFIED SOIL CLASSIFICATION WITH ABBREVIATIONS
O37_LCH_10351 10/351 GEOLOGICAL STANDARDS - ROCK AND SOIL DESCRIPTIONS WITH ABBREVIATIONS
O37_LCH_10352-A 10/352-A BORING LOCATION PLAN
O37_LCH_10353-A 10/353-A PROFILE A-A
O37_LCH_10354-A 10/354-A PROFILE B-B
O37_LCH_10355-A 10/355-A PROFILE C-C
O37_LCH_10356-A 10/356-A PROFILE D-D
O37_LCH_10357-A 10/357-A PROFILE E-E
O37_LCH_10358-A 10/358-A BORING LOGS SB-99-1 AND SB-99-2
O37_LCH_10359-A 10/359-A BORING LOGS SB-99-3 AND SB-99-4
O37_LCH_10360-A 10/360-A BORING LOG A-01
O37_LCH_10361-A 10/361-A BORING LOG A-02
O37_LCH_10362-A 10/362-A BORING LOG A-03
O37_LCH_10363-A 10/363-A BORING LOGS A-99-1 AND A-99-2
O37_LCH_10364-A 10/364-A BORING LOGS A-99-3 AND A-99-4
O37_LCH_10365-A 10/365-A BORING LOGS A-99-5 AND A-99-6
O37_LCH_10366 10/366 BORING LOG A-99-7
SURVEY
O37_LCH_11040 11/40 PROJECT SURVEY DATA - HORIZONTAL AND VERTICAL CONTROL
O37_LCH_11041-A 11/41-A RIVER BOTTOM SOUNDINGS PLAN - LOCK SIDE
O37_LCH_11042-A 11/42-A RIVER BOTTOM SOUNDINGS PLAN - ABUTMENT SIDE
O37_LCH_11043 11/43 CONTRACTOR WORK LIMITS PLAN
HYDROGRAPHS
O37_LCH_14040 14/40 UPPER POOL - POOL STAGE HYDROGRPAGHS 1995 - 1999
O37_LCH_14041 14/41 UPPER POOL - POOL STAGE HYDROGRPAGHS 2000 - 2004
O37_LCH_14042 14/42 UPPER POOL - POOL STAGE HYDROGRPAGHS 2005 - 2009
O37_LCH_14043 14/43 UPPER POOL - POOL STAGE HYDROGRPAGHS 2010 - 2014
O37_LCH_14044 14/44 UPPER POOL - POOL STAGE HYDROGRPAGHS 2015 - 2017
O37_LCH_14045 14/45 LOWER POOL - POOL STAGE HYDROGRPAGHS 1995 - 1999
O37_LCH_14046 14/46 LOWER POOL - POOL STAGE HYDROGRPAGHS 2000 - 2004
O37_LCH_14047 14/47 LOWER POOL - POOL STAGE HYDROGRPAGHS 2005 - 2009
O37_LCH_14048 14/48 LOWER POOL - POOL STAGE HYDROGRPAGHS 2010 - 2014
O37_LCH_14049 14/49 LOWER POOL - POOL STAGE HYDROGRPAGHS 2015 - 2017
ABUTMENT / COMBINATION WALL
O37_LCH_40001 40/01 DETAILED SITE PLAN - COMBINATION WALL
O37_LCH_40002 40/02 ABUTMENT PROTECTION WALL DETAILS
O37_LCH_40003-A 40/03-A ABUTMENT PROTECTION WALL DETAILS
O37_LCH_40004 40/04 ABUTMENT PROTECTION WALL DETAILS
STILLING BASIN
O37_LCH_61030-A 61/30-A SECTIONS - STATION 0+00 / OFFSET 39.09' LT - 67.09 LT
O37_LCH_61031-A 61/31-A SECTIONS - STATION 0+00 / OFFSET 92.09' LT - 192.09 LT
O37_LCH_61032-A 61/32-A SECTIONS - STATION 0+00 / OFFSET 242.09' LT - 342.09 LT
O37_LCH_61033-A 61/33-A SECTIONS - STATION 0+00 / OFFSET 392.09' LT - 487.09 LT
O37_LCH_61034-A 61/34-A SECTIONS - STATIONS 0+63, 1+00, AND 1+50
O37_LCH_61035-A 61/35-A SECTIONS - STATIONS 2+00, 2+50, AND 3+00
O37_LCH_61036-A 61/36-A SECTIONS - STATIONS 3+25, 3+50, AND 3+75
O37_LCH_61037 61/37 MISCELLANEOUS DETAILS
O37_LCH_61038 61/38 SCOUR PROTECTION GROUT BAG DETAILS - SHEET 1
O37_LCH_61039 61/39 SCOUR PROTECTION GROUT BAG DETAILS - SHEET 2
O37_LCH_61040-A 61/40-A GROUT BAG DEMONSTRATION PROJECT
O37_LCH_61041 61/41 END OF CONSTRUCTION SEASON - PROTECTION DETAIL
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SEE NOTE 5, THIS SHEET
MONOLITH A4
EXISTING ABUTMENT WALL
EXISTING GROUND
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APPROXIMATE TOP OF ROCK APPROXIMATE TOP OF ROCK APPROXIMATE TOP OF ROCK
A-99-2
GP
SM
ML
A-99-5
GP
GM
SM
GM
GP
SM
GC
SB-99-4
GM
SM
GP
SB-99-3
GM
SM
GM
GC
SB-99-2
SW
GM
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690 690
760 760
770 770
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PROJECTED CONSTRUCTION BL
SP
A-01
GM
SP
SC
GC
SC
GC
SC
GC
FILL
D-07
SP
BLDR
SM
SM
SP-GC
D-08
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GC
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SP
SP
SC
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GC
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FILL
SB-99-1
GP
GM
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BLDR
LEFT BANK RIGHT BANK
A
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SECTION
SHEET ID
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CONSTRUCTION B ESTABLISHED ON SHEET 11/40.
THIS SHEET IS 392.09' TO THE LEFT OF THE
THE PROJECTED CONSTRUCTION B SHOWN ON 5.
INDICATE ACTUAL CONDITIONS.
GENERAL SUBSURFACE PROFILE AND MAY NOT
ONLY. INFORMATION PROVIDED TO INDICATE THE
PROFILE SHOWN HEREIN IS FOR INFORMATION 4.
SEE SHEET 10/351 FOR ROCK SYMBOLOGY.3.
10/362, 10/363, AND 10/364.
FOR DETAILED LOGS SEE SHEET 10/357, 10/358, 2.
FOR BORING LOCATION PLAN SEE SHEET 10/352.1.
NOTES:
H4TSDBAC 20:1 CERTIFIED FINAL DOCUMENTS
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MONOLITH A7
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BLDR
LEFT BANK LEFT BANK
690 690
760 760
770 770
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PROJECTED CONSTRUCTION BL
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CONSTRUCTION B ESTABLISHED ON SHEET 11/40.
THE PROJECTED CONSTRUCTION B SHOWN ON THIS SHEET IS 392.09' TO THE LEFT OF THE 5.
THE GENERAL SUBSURFACE PROFILE AND MAY NOT INDICATE ACTUAL CONDITIONS.
PROFILE SHOWN HEREIN IS FOR INFORMATION ONLY. INFORMATION PROVIDED TO INDICATE 4.
SEE SHEET 10/351 FOR ROCK SYMBOLOGY.3.
FOR DETAILED LOGS SEE SHEET 10/362 AND 10/363.2.
FOR BORING LOCATION PLAN SEE SHEET 10/352.1.
NOTES:
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THE CONSTRUCTION B ESTABLISHED ON SHEET 11/40.
THE PROJECTED CONSTRUCTION B SHOWN ON THIS SHEET IS 392.09' TO THE LEFT OF 5.
CONDITIONS.
INDICATE THE GENERAL SUBSURFACE PROFILE AND MAY NOT INDICATE ACTUAL
PROFILE SHOWN HEREIN IS FOR INFORMATION ONLY. INFORMATION PROVIDED TO 4.
SEE SHEET 10/351 FOR ROCK SYMBOLOGY.3.
FOR DETAILED LOGS SEE SHEET 10/363 AND 10/364.2.
FOR BORING LOCATION PLAN SEE SHEET 10/352.1.
NOTES:
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D R
A W
N B
Y
IS
S
U E D
A T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1 2 3 4 5 6 7 8
F
IL
E N
A M
E
P L
O T D
A T
E
O L
C H
-A .d g n
-A
U G -2
:0
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
L
IC
IT
A T
IO
N N
O
W
W N
B
DISTANCE FROM DAM AXIS (FT)
D
10/352 SCALE: 1"=20'
SECTION
SHEET ID
C
D
E
F
G
C H
A R
L E
R O I L
O C
K S A
N D D
A M
S T
IL
L
IN
G B
A
N O
N G
A H
E L
A R
IV
E R
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
CERTIFIED FINAL DOCUMENTS
A-99-4
SM
APPROXIMATE TOP OF ROCK
SC
SC
GC
SC
GC
FILL
690 690
760 760
770 770
490 480 470 400 390 380 370 360 350 340 330 320 310 300 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140
E L E
V A
T
IO
N F
T
E L E
V A
T
IO
N F
T
460 450 440 430 420 410010203040506070
DAM AXIS BL
UP STREAM DOWN STREAM
CONSTRUCTION B ESTABLISHED ON SHEET 11/40.
THIS SHEET IS 392.09' TO THE LEFT OF THE
THE PROJECTED CONSTRUCTION B SHOWN ON 5.
INDICATE ACTUAL CONDITIONS.
GENERAL SUBSURFACE PROFILE AND MAY NOT
ONLY. INFORMATION PROVIDED TO INDICATE THE
PROFILE SHOWN HEREIN IS FOR INFORMATION 4.
SEE SHEET 10/351 FOR ROCK SYMBOLOGY.3.
10/362, 10/363, AND 10/364.
FOR DETAILED LOGS SEE SHEET 10/357, 10/358, 2.
FOR BORING LOCATION PLAN SEE SHEET 10/352.1.
NOTES:
40'10'0 20'
SCALE: 1"=20'
A
B
H4TSDBAC 20:1
A-99-1
ML
ML
SM
SW
SM
GW
GC
A-99-2
GP
SM
ML
A-99-3
SM
ML
SM
CL
APPROXIMATE TOP OF ROCK APPROXIMATE TOP OF ROCK
SC
GC
GC
GC
FILL
SC
SC
SC
GC
FILL
L
L
A
D
N E
U P
A N
E
B
B A
K
O F
IL
E D -D
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/356-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
A
T E
®of Engineers
US Army Corps
9 10
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1 2 3 4 5 6 7 8
F
IL
E N
A M
E
P L
O T D
A T
E
O L
C H
-A .d g n
-A
U G -2
:0
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
L
IC
IT
A T
IO
N N
O
W
W N
B
DISTANCE FROM DAM AXIS (FT)
E
10/352 SCALE: 1"=20'
SECTION
SHEET ID
C
D
E
F
G
C H
A R
L E
R O I L
O C
K S A
N D D
A M
S T
IL
L
IN
G B
A
N O
N G
A H
E L
A R
IV
E R
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
CERTIFIED FINAL DOCUMENTS
690 690
760 760
770 770
110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 330 340 350 360
E L E
V A
T
IO
N F
T
E L E
V A
T
IO
N F
T
0102030
DAM AXIS BL
380 390 400 41010 20 30 40 50 60 70 80 90 100 320
UP STREAM DOWN STREAM
SP
A-01
GM
SP
SC
GC
SC
SC
GC
SC
GC
FILL
A-99-5
GP
GM
SM
GM
GP
SM
GC
A-99-6
GP
SM
GP
SP
SC
SM
GC
A-02
GM
GM
GC
SM-GM
LOSS
A-99-7
GM
SP
SM
SP
GM
SM
SM
SP
A-03
GM
GP
SP
SM
GM
SP
BLDR
LOSS
APPROXIMATE TOP OF ROCK APPROXIMATE TOP OF ROCK
APPROXIMATE TOP OF ROCK
CONSTRUCTION B ESTABLISHED ON SHEET 11/40.
THIS SHEET IS 392.09' TO THE LEFT OF THE
THE PROJECTED CONSTRUCTION B SHOWN ON 5.
INDICATE ACTUAL CONDITIONS.
GENERAL SUBSURFACE PROFILE AND MAY NOT
ONLY. INFORMATION PROVIDED TO INDICATE THE
PROFILE SHOWN HEREIN IS FOR INFORMATION 4.
SEE SHEET 10/351 FOR ROCK SYMBOLOGY.3.
10/362, 10/363, AND 10/364.
FOR DETAILED LOGS SEE SHEET 10/357, 10/358, 2.
FOR BORING LOCATION PLAN SEE SHEET 10/352.1.
NOTES:
40'10'0 20'
SCALE: 1"=20'
A
B
H4TSDBAC 20:1
L
L
A
D
N E
U P
A N
E
B
B A
K
O F
IL
E E -E
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/357-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
®of Engineers
US Army Corps
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
10-CO
10-10-
4-CO
5-3-
8-CO
10-5-
S-7
CO
50/0.0-
6-CO
9-6-
9-CO
6-8-
S-8
1.8
0%
8-CO
8-8-
14-35-
Boulder
14.8
19.7
15.5
680.5 24.8
1.0
17.3
S-4
S-5
S-6
S-1
S-2
S-3
0.5
2" OD Spoon and 140 lb @ 30" drop
-Samples S-1 to S-8 taken with calc. nods, little cly. stn.
- 17.8' to 18.6', brkn ground up rounded
- 19.0' to 19.3', VF (2) op, sl. rgh intersecting
- 17.3' ERI
- 18.6' to 19.0', brkn HAF slick,op
TOR
BOH
- 1.5', loss throughout Run 1
Run 2
- 0.8' loss throughout mostly at top of
- 22.3' to 22.4' calc. nod.
Decomposed, CLAYSTONE, gray and brown, hard (residual soil)
", some calcareous filled fractures4 1calcareous nodules, max 1 decomposed, broken to highly fractured, some red, little hard
CLAYSTONE, Gray and brown, soft, some highly weathered-and water 4" casing to 2.0 CO
" tricone roller bit8 1-Clean out with 3 white glass fragments.
At 6.0' some angular fine gravel sized, coal fragments and
SM
GM
6.7
7.5
35% some coarse to fine, subangular-subrounded sand, brown
Silty sandy GRAVEL, round to subrounded, max 1" gravel medium dense.
some fine, subangular to subrounded gravel, brown, wet, loose to
Silty gravelly SAND, coarse to fine, subangular to subrounded sand, GC
TOH
at 24', gray and red slaked rapidly on exposure to air
CLAYSHALE, red-little gray, medium hard, highly fractured, BOX 1
HOLE NO.
(Description)
CLASSIFICATION OF MATERIALS
SIZE AND TYPE OF BIT OR SAMPLER
W% HALF FOOT
PER
BLOWS
LEGEND
OB SPLIT SPOON
NO.
SAMPLE
or
BOX
GRAVEL
SAND
SEE REMARKS BELOW
ROCK-DIAMOND CORE, NQ2
REC
RQD
CORE
9 NOVEMBER 99
SB-99-1
LOCATION
9 NOVEMBER 99VERTICAL
FROM
OF HOLE
DIRECTION
Completed
LL PL
ELEVATION DEPTH
Started
DATE
FINES
699.3
697.3
695.3
704.3
703.3
701.3
693.3
688.0
685.6 685.3
691.3
690.5 689.8
0.0
2.0
10.0
REMARKS
0°
12.0
6.0
8.0
705.3
14.0
20.0
4.0
OFF 118.11' LT
STA 1+17.73 CB B
S-6
12-CO
10-10-
9-CO
17-9-
S-3
S-4
S-5
31-50
GRAVEL, some sand, trace to little silt, brown, wet, medium dense medium to coarse grain sand with pebbles up to 2"
SAND, little gravel, trace silt, brown, wet, loose to medium dense, 10-CO
4-4-
4-CO
7-4-
14-CO
17-16-
679.7 21.0
18.5
11.0
13.0
19.5
S-1
S-2
NP 26 63
completely weathered, slightly plastic
CLAYSTONE, gray grading down into gray-brown mottled, soft, highly to
BOH
-Drilling with NQ core retrieved by wireline
-18.0 - 18.5 Fracture 45 degrees
SM
TOH
TOR
mod weath, mod frac
-Penetrometer >4.5 TSF driven by 140 lb. wt. with drop of 30" split spoon changed to 2" OD
3" OD spoon caused heave, -Sampling changed at S-3 because
S-2
140 lb. wt. dropped 30" in samples S-1 and
-Sampling by 3" OD split spoon driven by medium dense, conspicuous clasts of coal and black shale
Silty, gravelly SAND, little silt, some gravel, dark gray, wet, loose to throughout, possibly mechanical, bedding not recognizable
SHALE, red, soft, moderately to highly weathered, hi frac-broken 6.5
5.3
0%
1.5
0%
2.0
BOX 1
SW
GM
1.5
0.8 40%
SEE REMARKS BELOW
ROCK-DIAMOND CORE, NQ
(Description)
CLASSIFICATION OF MATERIALS
SIZE AND TYPE OF BIT OR SAMPLER
OB SPLIT SPOON
FINES REMARKS
NO.
SAMPLE
or
BOX
GRAVEL
SAND
DEPTH
Started
DATE
Completed
LOCATION
VERTICAL
FROM
OF HOLE
DIRECTION
ELEVATION
HALF FOOT
PER
BLOWS
LEGEND
HOLE NO.
LL PL W%
692.7
690.7
689.7
698.7
696.7
694.7
3.8
694.9 5.8
687.7
681.2
696.9
8 NOVEMBER 99
SB-99-2
0.0
8 NOVEMBER 99
6.0
8.0
700.7
2.0
10.0
4.0
OFF 204.57' LT
STA 1+17.69 CB B
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
G
T
IL
L
IN
G B
A S
IN
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R
N D
C M
V D
M O
N O
N G
A H
E L
A R
IV
E R
C H
A R
L E
R O I L
O C
K S A
N D D
A M
SHEET ID
F
CERTIFIED FINAL DOCUMENTS
E
D
C
10/358-A
R
IN
G L
O G
S S
B -9
-1 A
N D S
B -9
-2
B
/s S
A R
A H J
M
IS
S E
N D
A P .E
S
H
IT
E
B
B A
K E
R
D
N E
U P
A N
E
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
A
40:1
J
U N
H4TSDBAC
A
R E
V
IS
E D P
E R A
M E
N D
M E
N
/2
/2
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
D
N E
U P
A N
E
B
B A
K
R
IN
G L
O G
S S
B -9
-3 A
N D S
B -9
-4
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/359-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
CERTIFIED FINAL DOCUMENTSH4TSDBAC 40:1
SHEET ID
A
C H
A R
L E
R O I L
O C
K S A
N D D
A M
M O
N O
N G
A H
E L
A R
IV
E R
S T
IL
L
IN
G B
A S
IN
B
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C
P
IT
T S
B U
R G
H D
IS
T R
IC
T
P
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
A N
S I
DD
P L
O T D
A T
E
-A
U G -2
:0
C O
N T
R A
C T N
O
IS
S
U E D
A T
E
F
IL
E N
A M
E
O L
C H
-A .d g n
M V
D
S O
L
IC
IT
A T
IO
N N
O
W
W N
B
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
E
M A
R K
D E
S C
R
IP
T
IO
N
F
D A
T E
G
®of Engineers
US Army Corps
35%
S-10
4.2
25%
50-CO
10-20-
8-CO
6-8-
S-9
23-50/0.2
4.0 little gravel max 1", brown, wet, medium dense
Gravelly silty SAND, coarse to fine, rounded to subangular sand, At 11.0' little coal fragments, MAX 1/2"
", wet, very dense4 1angular to subangular gravel max 1
Silty sandy GRAVEL, coarse to fine, subangular to subrounded sand, 4.1
2.0
0%
3.4
8-CO
6-5-
S-5
S-4
S-7
S-6
S-1
(Description)
CLASSIFICATION OF MATERIALS
S-3
S-2
NO.
SAMPLE
or
BOX
7-CO
7-7-
10-CO
8-8-
7-CO
7-7-
4-CO
7-5-
1.9
S-8
10-CO
10-10-
5-CO
5-5-
-25.5' - 25.7' VF
-24.0' - 24.5' brkn
-4" casing to 19.0' and hard rounded calc. nods ground up
-20.0' - 20.4' Soft brkn gy rounded clay balls
-23.0' ERI
-21.6' - 21.7' Hard calc. nods w/clay inclusions
-23.8' - 24.0' VF
-23.1' - 23.8' HAF op, tr. slk brkn
-19.0' to 19.6': 0.6' loss
Move barge three times to advance this boring.
top of riverbed when casing was initially set.
- First two attempts hit very hard material at fractures, little high angle and small vertical fractures, slakes
0.05' gry clay, brkn
-26.0' - 26.3' HAF op tr. slk soft
- No recovery
", brown, wet, medium dense, tr silt4 1max
Silty gravelly SAND, coarse to fine, subangular to angular sand, spoon and 140 lb. hammer at 30"
-Samples S-1 to S-10 taken with 2" OD
DECOMPOSED CLAYSTONE, gray and brown, hard
No recovery
BOH
BOX 1
zones, moderately hard, little calcareous nodules, breaks along horizontal
GM
medium dense
", trace of dark gray silt, gray-brown, wet, 4 3sand and gravel, max
Silty SAND and GRAVEL, coarse to fine, subangular to subrounded some broken, moderately weathered, little highly weathered, some hard
CLAYSTONE, gray, little red, soft, some moderately hard, highly fractured, CLAYSHALE, red, highly fractured, some moderately fractured and broken
"4 3calcareous nodules, max
SM
At 6.0', rounded to subangular SAND max 1"
TOR
TOH
GC
GM
", brown to gray, wet, medium dense2 1angular to subrounded gravel max
Silty sandy GRAVEL, coarse to fine, subrounded to subangular sand, rapidly on exposure to air, broken within 1 hour
LEGEND
5 NOVEMBER 99
5 NOVEMBER 99
0.0
SB-99-3
°0
2.0
6.0
4.0
710.5
8.0
12.0
10.0
16.0
14.0
REMARKS
Completed
Started
DATE
PLLL
VERTICAL
FROM
OF HOLE
DIRECTIONLOCATION
DEPTHELEVATION
W% %
GRAVEL
ROCK-DIAMOND CORE, NQ2
FINES
SAND
SIZE AND TYPE OF BIT OR SAMPLER
HOLE NO.
SEE REMARKS BELOW
OB SPLIT SPOON
27.0683.5
NP 14.4
688.3
690.5
681.3
675.5
17.3
67 25
HALF FOOT
PER
BLOWS
31 NP 9 60
691.3
698.5
700.5
694.5
696.5
706.5
708.5
702.5
704.5
17.5
29.2
23.0
692.0
693.0
19.2
18.5
22.2
20.0
STA 1+17.26 CB B
OFF 307.57' LT
25-CO
8-8-
25-CO
19-25-
30-CO
20-20-
12-CO
12-9-
4-CO
4-4-
10-CO
5-8-
10-CO
8-9-
BOULDER/COBBLES/GRAVEL
7.9
1.2 wet, medium dense to very dense.
", subangular rock fragments, gravel, brown-gray, 4 1sand, little silt, max 1
Silty sandy GRAVEL, some coarse to fine, subangular to subrounded
8.1
0% 0.7
65%
9-CO
5-8-
S-5
S-6
1.2
S-4
S-1
S-2
S-3
0.7
S-9
S-10
50/0.0-CO
S-8
0%
BOX 1
S-7
"2 1- 29.2', HF (2) around calc. nods max
SB-99-4
subrounded fine gravel, some coal fragments, brown, wet, medium dense.
Silty gravely SAND, coarse to fine, subangular to subrounded sand, some core spins, 0.2' loss 21.9'-22.1'
- 21.9' to 23.4', brkn w/HFs and LAFs,
- 28.4', LAF op drop for S-1 through S-3
- 3" OD spoon and 140 lb hammer at 30" at 30" drop for S-4 through S-10
- 2" OD spoon and 140 lb hammer
DECOMPOSED CLAYSTONE, gray and brown, hard19.5
CO
- 19.5 -20.0 CO 0.5'
691.9
HFs and LFs
- 21.2', ERI, crumbly, some soft zones, encountered very hard sounding material.
On the second attempt the casing attempt encountered split spoon refusal.
attempt to advance hole. The first
- Note: this boring location is the 3rd
10-20-
- 27.8', LAF op
SM
GM
GC
GP
some subrounded river gravel.
At 14.5', angular to subangular gray sandstone rock fragments, to highly weathered.
CLAYSTONE, gray, soft, broken to highly fractured, moderately some slightly fractured.
CLAYSHALE/CLAYSTONE, Gray, moderately hard, moderately fractured, dense
" river gravel, wet, loose to medium8 7concrete fragments, max 2
"8 7GRAVEL, coarse to fine, angular to subrounded, max 2
BOH
- 24.2', LAF op
- 25.7', LAF op
TOR
- 20.5 to 20.8, 0.3' hard calcareous nodules fractured.
CLAYSTONE, sandy, gray, moderately hard, moderately
TOH
30.0
SAND
FINES REMARKS
GRAVEL
ROCK-DIAMOND CORE, NQ2
NO.
SAMPLE
or
BOX
0 2 NOVEMBER 99
0.0
2.0
2 NOVEMBER 99
SEE REMARKS BELOW
Started
DATE
Completed
LL
DEPTH
LOCATION
VERTICAL
FROM
OF HOLE
DIRECTION
ELEVATION
PL
(Description)
CLASSIFICATION OF MATERIALS
SIZE AND TYPE OF BIT OR SAMPLER
OB SPLIT SPOON HOLE NO.
W% HALF FOOT
PER
BLOWS
LEGEND
681.4
1.5
12.0
682.5
691.4
690.2
689.5
14.0
21.2
21.9
28.9
20.0
16.0
18.0
19.2692.2
711.4
709.9 709.4
8.0
10.0
4.0
6.0
707.4
697.4
695.4
693.4
699.4
705.4
703.4
701.4
STA 1+17.00 CB B
OFF 400.20' LT
1 2 3 4 5 6 7 8 9 10
US Army Corps
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
5.1
2.7
5.1
5.0
5.0
2.7
1.3
2.1
0.7
5.0
5.0
3.9
4.0 limy, nodular
Top of concrete abutment hd-med hd, brkn, limy
5.0
4.8
4.6
5.0
5.0
5.0
0.8
DRILLED
DRILLED
DRILLED
Top of ground
RQD was invented yet
FOOT
BLOWS
140 lb. HAMMER - 30" DROP
OB- 2" O.D. SPLIT SPOON
TOR
655.5 66.7
127/.4
SC
11.0
3.0
17.0
23.0
20.0
699.2
711.2
719.2
705.2
702.2
705.2
660.5
Drilled block moist
Poor core
690.4 31.8 wet wet wet wet wet wet
670.5 51.7
56.7
61.7
665.5
680.6
688.3 33.9
38.9
41.6
683.3
9/13/61o
TOH
BOH
ROCK- NX DIAMOND BIT
NO.REC
BOX
SAMPLE
or
S-4
S-3
S-5
S-7
S-6
S-2
CORE
RQD
A-1
S-1
722.2
SAND
W% LEGENDPER
Started
DATE HOLE
PL
OF HOLE FROM
DIRECTION
VERTICAL
LL
LOCATION
GRAVEL
SIZE AND TYPE OF BIT OR SAMPLER
FINES
(Description)
ELEVATION
Completed
DEPTH CLASSIFICATION OF MATERIALS
HOLE NO.
S-8
CONCRETE
675.5
SAND medium br
Gravelly SAND gy
Gravelly silty SAND br
46.7
34.5
691.2
687.7
678.2 44.0 nodular, some crushing & blocking
Indurated CLAY gy, limey, slightly hd, -red, med hd, slick
651.5
0.0 fossiliferous
Clayey GRAVEL br
Gravelly clayey SAND br
Indurated CLAY red & gy, sf-hd, weath, AMES LIMESTONE gy, hd, shaley, CLAYSHALE red w/trace of gy, slightly
31.0
671.2 51.0
SP
714.2 8.0
70.7
S-10
S-9
B0X 1
B0X 3
B0X 2
696.2 26.0
GC
694.2 28.0
703.2
14.0
GM
708.2
19.0
SP
STA 0+91.45 CB B
OFF 500.27' LT
T
IL
L
IN
G B
A S
IN
M O
N O
N G
A H
E L
A R
IV
E R
C H
A R
L E
R O I L
O C
K S A
N D D
A M
SHEET ID
F
L R
D
CERTIFIED FINAL DOCUMENTS
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R
N D
C M
V D
E
D
C
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
B
A
40:1H4TSDBAC
D
N E
U P
A N
E
B
B A
K
R
IN
G L
O G A -0
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/360-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
US Army Corps
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S moist moist
Clayey sandy GRAVEL gy
Gravelly silty SAND gy
Indurated CLAY gy-red, soft
Sandy GRAVEL gy, large
Gravelly sandy SILT gy
Gravelly sandy SILT gy
Gravelly silty SAND br
Gravelly silty SAND tr brick frags
Silty SAND br, trace grav
CLAYSHALE red, med hd 684.1-679.1 somewhat frac fair to poor core moist wet moist
9/29/61 wet
679.1
35.5
686.9
38.1
684.5
33.1
0.0
DRILLED
688.6 31.4
681.9
699.0
711.0
21.0
9.0
FOOT
TOR
Silty SAND br, w/coal & stone frags
LOSS
58/0.2
0.9
2.6
2.6
2.8
2.4
1.7
1.7
1.2
0.0
1.2
SAND
BOX
REC
GRAVEL
140 lb. HAMMER - 30" DROP
FINES
or
BOH
ROCK- NX DIAMOND BIT
CORE
RQD
TOH
NO.
SAMPLE
o
OB- 2" O.D. SPLIT SPOON
LEGENDPL
BLOWS
W%LL
OF HOLE FROM
DIRECTIONLOCATION
VERTICAL
PER
CLASSIFICATION OF MATERIALS
HOLE NO. SIZE AND TYPE OF BIT OR SAMPLER
(Description)
DEPTH
Started
DATE HOLE
ELEVATION
Completed A-2
GC
696.0
693.0 27.0
24.0
705.0 15.0
702.0 18.0
GP
GM
684.1
717.0 3.0
35.9
691.8 28.2
689.8 30.2
GM
S-6
S-5
S-8
S-7
S-4
S-1
720.0
S-3
S-2
S-9
SM-GM
714.0
708.0 12.0
6.0
S-11
S-10
40.9
BOX 1
STA 2+49.53 CB B
OFF 480.94' LT
T
IL
L
IN
G B
A S
IN
M O
N O
N G
A H
E L
A R
IV
E R
C H
A R
L E
R O I L
O C
K S A
N D D
A M
SHEET ID
F
L R
D
CERTIFIED FINAL DOCUMENTS
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R
N D
C M
V D
E
D
C
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
B
A
40:1H4TSDBAC
D
N E
U P
A N
E
B
B A
K
R
IN
G L
O G A -0
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/361-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
US Army Corps
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S wet
Silty SAND br
Silty gravelly SAND br
Silty gravelly SAND br
Indurated CLAY, very sf, limy, Clayey gravelly SAND br
Sandy GRAVEL gy, large, piece glass
BOULDER
Sandy GRAVEL gy
SAND br
Gravelly SAND br
678.9 w/calc veinlets
S-5
8/25/61
CLAYSHALE, sl hd-med hd, slicks, frac
Indurated CLAY red, w/tr of green
BOH
w/lime nods, tr of pyrite crystals
0.0
TOR
LOSS
FOOT
BLOWS
RQD was not invented yet
42.7
687.0
683.3
DRILLED
14.0
697.0
17.0
29.0
26.0
140 lb. HAMMER - 30" DROP
2" O.D. SPLIT SPOON
712.0
700.0
709.0
39.0
3.7
2.0
4.4
4.4
2.1
1.6
50/0.5
SAMPLE
or
NO.
o
SAND
BOX
REC
S-1
726.0
S-2
S-4
S-3
ROCK- NX DIAMOND BIT
TOH
RQD
A-3
CORE
FINES
LEGENDPL W%
DATE HOLE
PER
OF HOLE FROM
DIRECTION
VERTICAL
LL
LOCATION
(Description)
CLASSIFICATION OF MATERIALS
SIZE AND TYPE OF BIT OR SAMPLER
GRAVEL
Completed
Started
ELEVATION
HOLE NO.
DEPTH
715.0 11.0
20.0
23.0
706.0
GP
721.0
8.0
SP
718.0
692.0 34.0
36.0
Silty sandy GRAVEL br
690.0
SM
703.0
32.0
GM
694.0
5.0
S-12
S-11
S-13
S-15
S-14
S-7
S-6
S-8
S-10
S-9
686.6 39.4
GM
724.5 1.5
47.1
BOX 1
37.0
SP
689.0
OFF 479.55' LT
STA 3+94.54 CB B
T
IL
L
IN
G B
A S
IN
M O
N O
N G
A H
E L
A R
IV
E R
C H
A R
L E
R O I L
O C
K S A
N D D
A M
SHEET ID
F
L R
D
CERTIFIED FINAL DOCUMENTS
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R
N D
C M
V D
E
D
C
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
B
A
40:1H4TSDBAC
D
N E
U P
A N
E
B
B A
K
R
IN
G L
O G A -0
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/362-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
US Army Corps
D A
T E
S-12
S-11
S-13
S-15
S-14
S-7
S-6
S-8
S-10
S-9
S-22
S-21
S-23
S-25
S-24
S-17
S-16
S-18
S-20
S-19
691.5
60.1
60.3
689.3 62.5
697.8
699.8
695.8
70.2
693.8
S-2
S-1
S-3
S-5
S-4
65.1686.7
681.6
748.4 3.4
45%
34%
TOH
-Drilling stopped at 30' 16:20 10-19-99
96 Hrs. (10/25/99) GW
BOX 1
S-30
S-31
S-30, Little to trace clay, slight plasticity
26%
4735 18
683.7 68.1
-20.0-21.5', difficulty in advancing augers
-Drilling resumed 8:20 10-20-99
TOR
ML
BOH
Soil saturated below 22'
GP
SM
50/.2
Clayey SILT, little sand, little gravel, gray, wet, very stiff to hard
S-27
S-26
S-28
S-29
2.9 SHALE, brownish-red, medium hard, moderately weathered
2.3
1.7
2.2
2.2
1.0
0%
1.9
2.6
701.8
20.0
18.0
22.0
26.0
24.0
10.0
9.5
12.0
16.0
14.0
40.0
38.0
42.0
46.0
44.0
30.0
28.0
32.0
36.0
34.0
A-99-2
SEE REMARKS BELOW
HOLE NO.
LOCATION SIZE AND TYPE OF BIT OR SAMPLER
LL W%PL
ROCK-DIAMOND CORE, NQ
LEGEND
21 OCTOBER 99
19 OCTOBER 99
NP
OFF 540.89' LT
OB SPLIT SPOON
REMARKS
Completed
729.8
731.8
727.8
723.8
725.8
739.8
741.8
737.8
733.8
735.8
709.8
711.8
707.8
703.8
705.8
719.8
721.8
717.8
713.8
715.8
2.0
58.0
4.0
8.0
6.0
50.0
48.0
52.0
56.0
54.0
749.8
751.8
747.8
743.8
745.8
ELEVATION
691.7
DEPTH
0.0
10-CO
WR-4-
7-CO
7-8-
"4 1less than to medium dense Sand is medium to coarse grain, gravel usually
SAND, little to some silt, little gravel, dark gray, wet, loose
15-CO
9-11-
12-CO
3-5-
6-CO
6-8-
8-CO
9-8-wet, loose to dense
Gravelly SAND, with silt, mottled brown-gray, Consistently dark gray below 9.0 conspicuous coal, occasional brick frags.
rounded pebbles in matrix of medium to coarse sand and silt, locally
Gravelly, SAND, with silt, mottled brown-gray, moist, loose to very dense
12-CO
9-11-
12-CO
11-11-
"2 1Coal and brick frags. up to
12' to 15' wet loose to medium dense
Fine SAND with silt, clay and variable amount of gravel, Coal fragments
31' to 33.5'
", 2.5" pebble2 1fragments of coal up to
18' to 19.5'
26-CO
6-10-rough surface
-60.3 to 60.4, 45 degree fracture with
-Core drilling starts with NQ wireline split spoon, 302 lb. wt. dropped 18"
-Samples S-1 thru S-19 taken with 3" OD sample S-30
-Breaks between soil types not sharp in along bedding planes throughout, due to mechanical breaks
-Shale is broken into 0.2 to 0.5 pieces
OD split spoon, 140 lb. wt. dropped 30"
-Samples S-20 thru S-30 taken with a 2" auger
"quick-mud" additive used to clean out after taking S-19; tricone and water with of auger at 37.5 upon reemplacement
-Rods with plug blocked 4' above bottom planar surface
-66.5-66.7, 30 degrees fracture smooth to bottom of hole, some sand heave
-For sample S-15 sampler pushed 0.3' completely weathered
CLAYSTONE, silty, gray, very soft to medium hard, moderately to fine subhorizontal laminations in gray intervals.
0.2 to 0.4 thick, medium hard, moderately weathered, SHALE, interbedded green-gray and red intervals, 44-CO
6-38-clayey silt S-29 and S-30
-Sand and gravel interlaminated with spoon by rock frag.
-S-21, poor recovery due to blockage of heaved sand
-S-19, Entire spoon filled probably includes
33-CO
8-10-
SAND
sand and silt
Angular rock fragments and rounded pebbles in matrix of medium
Sandy GRAVEL, trace silt, mottled gray-brown, moist, medium dense
50/.3-CO
14-28-
28-CO
10-20-
12-CO
8-8-
FINES
NO.
SAMPLE
or
BOX
(Description)
CLASSIFICATION OF MATERIALS
HALF FOOT
PER
BLOWS
GRAVEL
Started
DATE HOLE
VERTICAL
FROM
OF HOLE
DIRECTION
23-CO
11-21-
25-CO
18-23-
13-CO
9-14-
26-CO
13-20-
21-CO
25-23-
12-CO
9-11-
4-CO
2-3-
8-CO
10-8-
30-CO
9-19-
18-CO
10-12-
13-CO
10-9-
12-CO
20-21-
19-CO
14-13-
23-CO
14-18-
25-CO
10-16-
14-CO
8-11-
STA 1+20.48 CB B
D E
S C
R
IP
T
IO
N
M A
R K
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
723.8
725.8
727.8
721.8
711.8
713.8
717.8
737.8
739.8
741.8
735.8
729.8
731.8
733.8
-Start drilling at 8:15
60.0691.8 hollow stem auger
-Penetrometer, S-8 thru S-20, 1.5 to
18" S-1 thru S-24
302 lb. wt. dropped
705.8
707.8
709.8
703.8
697.8
695.8
701.8
26.0
24.0
22.0
28.0
38.0
34.0
30.0
12.0
10.0
BOH
14.0
20.0
18.0
16.0
6.0
4.0
56.0
8.0743.8
745.8
747.8
44.0
42.0
40.0
46.0
54.0
50.0
48.0
Sand medium to coarse, pebbles subrounded to round, up to 2" dia.
Slightly plastic throughout brown, moist, medium stiff to stiff
Gravelly SAND, trace silt, gray, wet, loose to medium dense
Contact with "cleaner" soil above is gradational very dense
TOR
Gravelly SILT with sand, dark gray, moist, very stiff
Clasts are rock and cinders
TOH
OB SPLIT SPOON
-3" OD split spoon, -Penetrometer S-1 thru S-7, 2.0 - 2.5 TSF
2.0 TSF
ML
DECOMPOSED CLAYSTONE, gray, hard
CLAYSTONE, highly weathered, gray, very soft
GC
0%
-60.7 - 62.5 penetrometer 3.5 TSF
-65.0 - 65.2 fracture with irregular 0%
-2" OD split spoon, 140 lb hammer and 30" at 26.4'
-Drilling resumed 10/18/99, water level drop height for samples S-25 thru S-31
-Sample spoon in S-27 and S-28 with clay
-Soil below 50.0' becomes more silty blockage by pebble at S-17
-High blow count anomalous, due to
-Black-gray cinders abundant at S-9
-No sample recovered at S-24, sand heave
-Rods and center plug left in hole
-Drilling stopped 10/14/99 at 47.5 ft.
to 46', cleaned out with tricone/water mechanical from natural breaks, RQD
0.1' thick disks, cannot distinguish
-Shale broken throughout into 0.05' to cannot be determined.
tricone to 56.0'
-Hole cleaned with water and rotary completely filled, some heave into hole
-High vibration and sound of auger flights slickensided surface
-60.7' drilling with NQ core started
BOX 1
0%
1.8
S-4
S-7
S-6
S-5
693.8
699.8
715.8
S-1
0.4
S-3
S-2
S-17
S-16
S-15
S-18
S-21
S-20
S-19
S-10
S-9
S-8
S-11
S-14
S-13
S-12
HOLE NO.
A-99-1 SEE REMARKS BELOW
SIZE AND TYPE OF BIT OR SAMPLER
REMARKS
LOCATION
W%
DEPTHELEVATION
LL
ROCK-DIAMOND CORE, NQ
LEGEND
PL
58.0
52.0
36.0
0.0
719.8
2.0
0.5 751.8
18 OCTOBER 99
14 OCTOBER 99
751.3
32.0
Completed
749.8
59.4692.4
700.1
689.3
Clayey SILT, trace to little gravel, coal, cinders and glass fragments, CONCRETE
62.5
GW
0%
2.0
SW
51.7
ML
SM
moderately weathered, bedding not recognizable
CLAYSTONE, silty, brownish red and locally mottled green, soft, SHALE, brownish red, soft, moderately to highly weathered, Well rounded 2" dia pebbles
SM
subhorizontal fissility (bedding)
-Conspicuous glass fragments at S-16 but up to 2 in.
Clasts subrounded to rounded, pebbles, usually less than 0.5 in.
Fine SAND with silt, clay, and variable amount of gravel, wet, GRAVEL, some sand, trace clay, gray, wet, very dense
Silty SAND with gravel, trace clay, dark gray, wet, medium dense to loose to medium dense
S-31
S-30
S-29
64.0
70.7
68.7
66.4
S-24
S-23
S-22
S-25
S-28
S-27
S-26
2.4
1.0
1.5
1.1
1.5
12%
2.3
683.1
685.4
687.8
681.1
1.3
691.1 60.7
13-CO
10-10-
15-CO
6-12-
11-CO
3-7-
7-CO
4-6-
11-CO
9-9-
6-CO
4-4-
7-CO
5-6-
7-CO
3-7-
50/.4-CO
12-32-
8-CO
4-10-
SAND
GRAVEL
FINES
started
DATE HOLE
VERTICAL
FROM
OF HOLE
DIRECTION
14-CO
10-13-
44-CO
6-17-
30-CO
11-28-
50/.2
42-
6-CO
2-5-
6-CO
2-4-
7-CO
2-5-
6-CO
3-4-
5-CO
3-5-
(Description)
CLASSIFICATION OF MATERIALS
HALF FOOT
PER
BLOWS
NO.
SAMPLE
or
BOX
3-CO
7-8-
5-15-
9-CO
3-5-
7-CO
4-6-
9-CO
5-6-
17-CO
7-25-
8-CO
3-6-
6-CO
3-6-
6-CO
3-4-
7-CO
3-4-
7-CO
4-6-
6-CO
4-4-
STA 0+53.84 CB A
OFF 567.66' LT
T
IL
L
IN
G B
A S
IN
M O
N O
N G
A H
E L
A R
IV
E R
C H
A R
L E
R O I L
O C
K S A
N D D
A M
SHEET ID
F
L R
D
CERTIFIED FINAL DOCUMENTS
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R
N D
C M
V D
E
D
C
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
B
A
40:1H4TSDBAC
D
N E
U P
A N
E
B
B A
K
R
IN
G L
O G
S A -9
-1 A
N D A -9
-2
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/363-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
US Army Corps
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S-15
S-14
S-16
S-18
S-17
S-10
S-9
S-11
S-13
S-12
S-19
S-26
S-25
S-27
S-29
S-28
S-21
S-20
S-22
S-24
S-23
S-8
685.3 62.7 63.1
683.0
684.9
690.8
692.0
57.2
689.0 59.0
65.0
S-4
BOX 1
S-5
S-7
S-6
680.8 67.2
S-1
S-3
S-2
TOR
0 hrs. (10/26/99) GW
TOH
2.2
47%
1.7
0%
-Probable sand heave at S-18
-Change in Drilling
-Drilling stopped at 16:00, 10/25/99 at 38'
-Penetrometer 2.5 TSF at S-16
DECOMPOSED CLAYSTONE, gray, wet, hard
-Penetrometer 1.5 TSF at S-17
BOH
-Drilling resumed at 8:00, 10/26/99
-Drilling with NQ core started 57.2'
-Run 4, RQD cannot be determined
-62.7 - 63.1 Shale frags. in clayey matrix
1.6
Pebbles less abundant throughout
SM
ML
Bedding recognizable as gray/green lamination at 0 degree dip
Shale completely red below 65.0'
SM
Dense due to large pebbles in S-5
50.0-50.3, silty clay layer
0%
0%
4.1
1.9
2.4
Below 54.0', little to some clay
53.0-53.5 clayey silt in 0.1' layers
CL
1.0
1.8
32.0
748.0
36.0
0.0
52.0
18 30 32 9 59
2.0
22.0
20.0
24.0
28.0
26.0
12.0
10.0
14.0
18.0
16.0
20.7
ROCK-DIAMOND CORE, NQ
LEGEND
SEE REMARKS BELOW
HOLE NO.
A-99-3
DEPTHELEVATION
W%PLLL
SIZE AND TYPE OF BIT OR SAMPLER
OB SPLIT SPOON
Completed 0°
REMARKS
LOCATION
26 OCTOBER 99
25 OCTOBER 99
717.5 30.5
716.0
33.5714.5
724.0
725.5
722.0
718.0
720.0
714.0
700.0
702.0
698.0
694.0
696.0
710.0
712.0
708.0
704.0
706.0
22.5
46.0
44.0
48.0
54.0
50.0
34.0
30.0
38.0
42.0
40.0
56.0
732.0
733.0
730.0
726.0
728.0
6.0
4.0
8.0
15.0
734.0
16-CO
11-10-
16-CO
15-16-
30-CO
15-29-
13-CO
10-14- below 42.0'
Conspicuous coal frags., clay content increases to medium dense, wet
Silty SAND, little gravel, brown, wet, very loose
12-CO
5-10-
44-CO
18-26-locally angular rock frags. and coal
Medium to coarse sand with rounded pebbles, SAND, little gravel, little silt, brown, moist, loose to dense
8-CO
4-18-
12-CO
12-15-fragments
Coarse grain sand, rounded pebbles, few coal and glass gray, wet, medium dense to dense
SAND, little to some gravel, little silt, trace clay, dark olive
30-CO
10-16-
13-CO
22-12-
25-CO
13-32-much fracturing is mechanical
-Run 3, RQD is probably minimum estimate, slightly rough slickensided surface
-60.0 - 60.4 Fracture 45 degrees with running sand
-Top 1.5' of spoon filled with wet dropped 18", S-1 thru S-18 split spoon driven by a 302 lb. weight hollow-stem augers, using a 3" OD
-Drilling starts at 11.00 with 4" dia.
of gravel, wet loose to medium dense
Sandy SILT, variable amount veinlets <1/8" thick
-59.0' - 60.4' Branching web of fine calcite dropped 30" split spoon driven by a 140 lb. weight
-S-19 through S-29 taken with a 2" OD sand cleared from augers
-Prior to taking S-18, 0.2' of heaved
11-CO
13-20-
12-CO
10-21-medium dense to dense
SAND, some gravel, little silt, gray, wet, 50/.2
12-46-retard heave at 48.0'
-Quick mud added to water in auger to moderately weathered, broken throughout into disks
SHALE, red and mottled red/green, soft to medium hard, broken throughout, bedding is not apparent
SHALE, gray/gray-green, soft, highly to completely weathered, 744.0
746.0
SAND
742.0
736.0
738.0
740.0
FINES
NO.
SAMPLE
or
BOX
(Description)
CLASSIFICATION OF MATERIALS
HALF FOOT
PER
GRAVEL
Started
DATE HOLE
VERTICAL
FROM
OF HOLE
DIRECTION
7-CO
WT-5-
2-CO
2-1-
5-CO
3-5-
11-CO
4-9-
15-CO
8-14-
8-CO
7-8-
9-CO
2-4-
5-CO
2-3-
11-CO
8-9-
8-CO
4-4-
5-CO
5-4-
11-CO
7-8-
9-CO
7-8-
16-CO
5-15-
23-CO
6-15-
STA 2+44.53 CB B
OFF 530.29' LT
BOH
SAND, little silt and gravel, brown, moist, medium dense
SM
-Considerable grinding and chatter of augers
-Drilling started 12:40, 10/29/99
TOH
10%
40%
5.2
CO
4.2
4.8
2.0
-Penetrometer 1.5 TSF at S-9
-One ft. heaved sand in augers at S-8
737.2
739.2
4.0
9 days (11/10/99) GW
-Drilling resumed at 8:15, 11/1/99
-Drilling stopped at 15.5' at 16:08, 10/29/99
-Heaving sand in auger at S-17
TOR
-60 - 60.2 Fracture 45 degrees
S-13
S-12
S-11
S-16
S-15
S-14
S-7
S-3
RIPRAP and SAND
S-10
S-9
S-8
Below approx. 34.0' soil includes trace clay
Silty SAND, little gravel, brown, wet, loose to dense
S-23
5.0
23-50/.3
Very slight plasticity
S-19
S-18
S-17
S-22
S-21
S-20
10-CO
6-9-
12-CO
WT-8-
5-CO
5-10-
25-CO
8-15-
20-CO
10-13-
9-CO
10-12-
10-CO
7-9-
5-CO
3-3-
7-CO
5-5-
7-CO
3-3-
5-CO
10-10-
11-CO
5-5-calcite veinlets
-55.0 - 55.5 Irregular branching smooth surface
-52.0 - 52.2 Fracture 45 degrees with wireline from 50.8' to BOH
-Drilling with NQ core retrieved by weight dropped 30 in.
2 in. OD split spoon wt. 140 lbs.
-Samples S-10 thru S-23 taken with
302 lb. wt. dropped 18"
3" OD split spoon sampler with
-Samples S-1 thru S-9 taken with penetrometer 1.0 TSF
-52.8 - 53.0 Clayey zone w/ 50 blows/0", no recovery sampler, encounter spoon refusal
-At 4' attempted to drive 3"split spoon
28-CO
26-20-
22-CO
6-20-to suppress sand heave
-Quick-Mud added to water loose runny sand
-No recovery for S-5 due to rock fragments
-Samples not taken because of sizable
FINES
SAND
GRAVEL
4-CO
4-4-
8-CO
7-12-moist, medium dense
SAND, some silt and gravel, trace clay, gray, HALF FOOT
PER
BLOWS
Started
DATE
VERTICAL
FROM
OF HOLE
DIRECTION
NO.
SAMPLE
or
BOX
CLASSIFICATION OF MATERIALS
disseminated throughout, calcareous throughout bedding not recognizable, small amounts of pyrite
CLAYSTONE, gray-green, soft, highly weathered, very dense angular rock fragments, gray, wet, dense to
Silty SAND, little to some clay, trace gravel as usually subrounded to rounded
Medium sand with pebbles up to 1" dia.
7-CO
9-6-bedding not recognizable broken into 0.1' - 0.2' disks throughout, SHALE, brownish-red, soft, moderately weathered, moderately weathered, calcareous throughout
SHALE, green/gray, mottled brown-red near base, soft, 3-CO
1-2-
7-CO
2-2-
3-CO
4-3-of gravel, wet, loose to medium dense
Fine SAND with silt, clay and variable amount
15-CO
30-13-
6-CO
15-8-
13.1
12.0
10.0
18.0
16.0
14.0
733.5
735.2
741.2
733.2 8.0
7.7
717.2
719.2
721.2
713.2
714.7 715.2
728.1
729.2
731.2
723.2
725.2
727.2
Completed
DEPTHELEVATION
W%PLLL
A-99-4
LOCATION
1 NOVEMBER 99
29 OCTOBER 99
°0
REMARKS
0.0
6.0
SIZE AND TYPE OF BIT OR SAMPLER
HOLE NO.
LEGEND
ROCK-DIAMOND CORE, NQ
SEE REMARKS BELOW
OB SPLIT SPOON
26.5
56.0
48.0
53.4
50.8
50.0
40.0
38.0
36.0
46.0
44.0
42.0
S-2
S-1
S-6
S-5
S-4
20.1
60.8
56.5
4345NP
695.2
697.2
699.2
690.2
691.2
693.2
707.2
709.2
711.2
701.2
703.2
705.2
28.0
26.0
24.0
34.0
32.0
30.0
684.7 685.2
687.8
22.0
20.0
680.4
STA 3+53.18 CB B
OFF 531.87' LT
T
IL
L
IN
G B
A S
IN
M O
N O
N G
A H
E L
A R
IV
E R
C H
A R
L E
R O I L
O C
K S A
N D D
A M
SHEET ID
F
L R
D
CERTIFIED FINAL DOCUMENTS
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R
N D
C M
V D
E
D
C
FOR BORING LOCATION PLAN SEE SHEET 10/3521.
NOTES:
A
B
A
40:1H4TSDBAC
D
N E
U P
A N
E
B
B A
K
R
IN
G L
O G
S A -9
-3 A
N D A -9
-4
S
H
IT
E
/s S
A R
A H J
M
IS
S E
N D
A P .E
J
U N
10/364-A
R E
V
IS
E D P
E R A
M E
N D
M E
N
M
/2
/2
US Army Corps
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
O L
C H
-A .d g n
F
IL
E N
A M
E
C O
N T
R A
C T N
O
W
W N
B
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
-A
U G -2
:0
P L
O T D
A T
E
A N
S I
D
S
IZ
E
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
-51.0' to 51.2': BRKN, HF, HAF, core spins, slick
-52.0' to 52.4': 20 degree LAF, core spins
-48.9': 45 degree HAF, OP, slick
-50.0': HF
-53.8': LAF, OP, SL RGH
-54.3' to 54.4': BRKN crumbly
-52.6' to 52.8': BRKN LAF/HAF, OP, slick
-53.0': 30 degree HAF, OP
-46.7': 10 degree LAF, OP, SL RGH
-46.9': 70 degree HAF, OP, RGH
-45.6': 40 degree HAF, TI, slick
-46.0' to 46.2': 20 degree LAF, BRKN
-48.0': 40 degree HAF, OP, slick
-48.4': HF, OP
-47.0': 40 degree HAF, OP, slick
-47.4': LAF, OP, RGH
-54.7': LAF, OP, SL RGH
-62.5' to 62.6': HF, OP, core spins
-63.0' to 63.5': 0.5' loss, ground up, crumbly
-60.3': HF, core spins
-62.1': LAF, HF
-64.4': 30 degree HAF, OP, slick
-65.5': 40 degree HAF, OP, slick
-63.7': 40 degree HAF, OP, slick
-63.9': LAF, OP, slick
-56.1' to 56.8': LAF, OP, SL RGH
-57.3' to 57.8': 1/2" calcareous
-55.3': LAF, OP, TR slick
-55.7': 45 degrees HAF, TI, slick, gray, clay
-59.9' to 60.1': HF, OP, SL RGH, BRKN, crumbly
-60.1': 40 degree HAF, OP SM nodules, lowest in red bed, HF OP, SL RGH
-58.9': HF, OP, SL RGH
10.0
BOH
-33.0' to 33.5' BRKN
TOH
TOR
SM
SM
GM
GP
10.0
10.0
GC
10.0
-34.0' to 35.0' BRKN
-42.9': HF, OP, RGH
-43.2' to 43.4': BRKN with 4 HFS
-42.1': 40 degree HAF, OP to TI, slick
-42.4': HF, OP, RGH
-45.0': 40 degrees HAF, OP, slick
-45.3': LAF, OP, RGH
-43.6': 20 degree LAF, OP, RGH
-44.0' to 44.1': 40 degree HAF, OP, slick
-37.2' to 37.5' BRKN
-37.7' to 38.0' BRKN
-35.1' to 35.6' some green
-35.7' to 36.7' BRKN
-41.4': 10 degree LAF, OP, RGH
-41.6': 60 degree HAF, TI, slick
-38.0' to 38.7' loss of 0.7'
-38.7' to 39.0' BRKN, 40 degree HAF, OP, SM medium dense
", brown, wet,4 1some angular limestone fragment, gravel max 1
Silty gravelly SAND, coarse to fine, subangular to subrounded sand, medium dense to very dense
", brown, wet,4 1trace to little subrounded to subangular gravel max
Silty gravelly SAND, coarse to fine, subangular to subrounded sand, fragments, brown, wet, medium dense
", coarse to fine subangular to subrounded sand, white glass 2 1max 1
Silty sandy GRAVEL, coarse to fine, rounded to subangular gravel some hard calcareous nodules, little pyrite crystals
CLAYSTONE, gray, brkn, soft to moderately hard, highly weathered, " tricone roller bit and water to 28.5'8 1 3
-4" casing to 28.5' clean out with
TI, calcite, green, stained
-46.5': 20 degree, LAF, 40 degree HAF, 30" for S-1 and S-2
-2" OD spoon and 140 lb. wt. dropped
S-3 through S-8
-3" OD spoon and 140 lb. wt. dropped 30", 20-CO
14-15-and gravel, brown, wet, dense
Sandy GRAVEL, coarse to fine, subangular to subrounded sand
30-CO
8-10-
CO
36-50/0.4-wet, very loose to very dense
", concrete fragments, river gravel, trace silt,8 3gravel max 2
Silty sandy GRAVEL, coarse to fine, angular to subrounded gravel, brown, wet, loose
" and round river8 3angular to coarse concrete rubble gravel max 2
Silty SAND and GRAVEL, coarse to fine sand, angular to subrounded, subrounded sand and gravel, 3" max, brown, wet, dense
Silty sandy GRAVEL, coarse to fine, subangular to wet, dense
", trace silt, brown to dark brown, 4 1rounded to subrounded gravel max 1
Silty gravelly SAND, coarse to fine, subangular to subrounded sand, 4-inch casing refusal at 0.3'.
-completed S-1 and then encountered coarse sand-fine gravel sized calcareous nodules
CLAYSTONE, red, moderately hard, moderately fractured, some mod fractured, little high fracture, trace broken
CLAYSTONE, red trace gray, moderately hard, slightly fractured, some hard, coarse sand-pebbles limestone nodules
CLAYSTONE, sandy, gray, moderately hard moderately fractured, some some limestone pebbles-coarse sand nodules
CLAYSTONE, gray-red, little green, moderately hard, highly fractured, little silt, wet, medium dense
Silty SAND, brown, coarse to fine, subangular to subrounded sand, 29-30-sand to coarse, angular to subrounded black
140 lb. hammer. Recovered 0.5', medium through 0.5' cuttings with 17, 30" drops of
-S-8: 2' long 3" diameter spoon driven gray clay
-57.0': 55 degree HAF, OP to TI, slick, S-9 through S-14
-2" OD spoon and 140 lb wt. dropped 30", " max. 4 1 fragments gravel 1
-Recovered 0.4' cuttings angular rock to 2.0' bit and water, and then advanced casing
" dia. tricone 8 1-clean-out to 2.0' with 3
0.3' to 1.5' with tricone bit.
-encountered hard drilling from some highly fractured, "Ames limestone"
LIMESTONE, gray, hard, fossiliferous, orgillaceous, moderately fractured, slick, gray clay
-66.4' to 66.6': BRKN LAF, HF, OP, SL RGH, RGH, -69.1 to 69.5 BRKN with HF to LAF, OP, SL
27.5
CO
DECOMPOSED CLAYSTONE, gray, wet, hard
691.0
VERTICAL
FROM
OF HOLE
DIRECTION
Started
DATE
-27.5-28.5 CO 1.0'
- silty, gray, moderately hard, brkn
-0.3' left in bottom of hole
-End of run 7 at 78.0'
-67.3': HF, OP, SL fractured
-End of box 4 at 77.7'
"8 7 longest piece 3
No recovery
HALF FOOT
PER
BLOWS
9-CO
6-6-
1-CO
1-1-
8-CO
5-6-
11-CO
15-17-
50/0.2-CO
29-43-
28-CO
15-15-
CO
14-50/0.3-
32-CO
25-30-
NO.
SAMPLE
or
BOX
GRAVEL
(Description)
CLASSIFICATION OF MATERIALS
8-CO
6-8-
6-CO
13-6-
SAND
FINES
710.5
708.5
714.5
712.5
702.5
700.5
706.5
704.5
50.0
4.0
30.0
48.0
718.5
716.5
6.0
8.0
698.5
680.5
39.4
685.5
38.0
677.3
43.3
679.1
41.2
692.5
690.0
696.5
694.5
688.1
33.0
688.5 30.4
OB SPLIT SPOON
SEE REMARKS BELOW
HOLE NO.
SIZE AND TYPE OF BIT OR SAMPLER
0°
ROCK-DIAMOND CORE, NQ2
REMARKS
DEPTH
Completed
LOCATION
ELEVATION
W%
LEGEND
LL PL
18.0
20.0
14.0
16.0
26.0
28.5
22.0
24.0
01 NOVEMBER 99
A-99-5
29 OCTOBER 99
10.0
12.0
0.0
2.0
SILTSTONE, gray, moderately hard, slightly fractured, trace broken
0.5
-Red from 48.3'
-Gray from 66.0'
0%
3.0
0% 1.5
S-14
GP
S-12
S-13
No recovery
2.4
49%
BOX 1
71%
56%
BOX 4
GM
BOX 2
BOX 3
5.0
9.3
0%
5.0
9.7
90%
9.9
9.5
658.5
66.6
660.5
60.0
78.0
650.5
651.9
68.0
672.0
670.5
675.2
46.5
665.9
58.0
668.5
52.6
640.5
S-6
S-7
S-4
S-5
S-10
S-11
S-8
S-9 80 1120.8 NP
S-2
S-3
S-1
STA 1+15.33 CB B
OFF 484.04' LT
exposure to air, BRKN within 1 hour hand pressure, little local slickensides throughout, slakes rapidly on and stringers throughout, internal tight fractures, breaks easily with horizontal fractures and low angle fractures, little calcareous nodules
CLAYSHALE, red, moderately hard, highly fractured some brkn, with
SM
GP
GP
SC
SP
26.5' to 27.1' - Sandy clay, brown, trace of gravel, wet
0.1' some coal fragments
Little gray, slightly weathered, little soft crumbly zones
At 25.0' -
At 24.5' -
SM
NP 16.1 21 22 57
BOH
At 16.0', GC
At 18.7', CO
BOX 1
0.1' gray silty sandy clay
At 8.5': brown-yellow coarse angular sand
Slight increase of gravel size, max 1/2"
4.5
0 to 2' gray sandy clay
S-15
S-11
S-10
S-12
S-14
S-13
4.0
0%
1.1
1.5
50-CO
0.9
2.0
0%
0%
2.0
0%
1.7
DECOMPOSED CLAYSTONE, gray, hard
9-CO
10-8-
6-CO
8-7-
11-CO
9-9-moderately to highly weathered, some hard calcareous nodules
CLAYSTONE, gray, soft to moderately hard, highly fractured, sand, subangular to subrounded gravel, wet, medium dense to dense
Silty gravelly SAND, brown, coarse to fine, subangular to subrounded
7-CO
8-8-
", little coal fragments, dark brown, wet, very dense4 1max 1
Gravelly clayey SAND, coarse angular sand, some subrounded gravel, 25-CO
10-10-
53-CO
20-40-
9-CO
13-10- ", brown, wet, medium dense2
1subrounded gravel max
Silty gravelly SAND, coarse to fine, subrounded to subangular sand, 11-CO
9-8-sand, little angular to subangular gravel max 1", wet, dense
Silty gravelly SAND, brown, coarse to fine, subangular to subrounded
(no recovery)
Gravelly SAND, dense some subrounded gravel, brown, wet, medium dense
Silty gravelly SAND, coarse to fine, subangular to subrounded sand, 10-39-fractures and horizontal fracture fractured with smooth to slightly rough low angle
CLAYSHALE, red, moderately hard, broken to highly
(no recovery)
Gravelly BOULDER/COBBLES
16-CO
14-12-
15-CO
12-17-
13-CO
18-8-
", little silt, trace of clay, wet, medium dense4 1subrounded gravel max
Silty gravelly SAND, coarse to fine, subrounded to subangular sand, ", dark gray-brown, wet, medium dense4 1subrounded gravel max
Silty SAND, coarse to fine, subrounded to subangular sand, trace of
3-CO
29-10-sand black glass, limestone and coarse angular
-Spoon to 5.5' rec 0.8' cutting white and slick, opened
-At 35.5' 25 degree low angle fracture, dropped 30", S-2 through S-15
-2"…
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