MESD_Cutoff_PreSolicitationPlans_Part1.pdf
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- PRE SOLICITATION CONFERENCE Federal contract opportunity
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| File | Type | Posted |
|---|---|---|
| 4_17_19_PRE-SOLICITATION_CONFERENCE.pdf | ||
| MESD_Cutoff_PreSolicitationSpec.pdf | ||
| 4_17_19_PRE-SOLICITATION_CONFERENCE.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part3.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part4.pdf | ||
| MESD_Cutoff_Wall_Photo.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part2.pdf | ||
| MESD_Cutoff_PreSolicitationSpec.pdf | ||
| A08_19R0024_DRAFT_RFP_4_2_19.pdf | ||
| PRE-SOLICITATION_CONFERENCE.pdf | ||
| A12_19R0024_PRESOL_NOTICE.pdf |
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N o
M
IC
H A
E L V
H A
N K
S P .E
J M
W
C O
V E
R S
H E
E T
G-001 of Engineers
US Army Corps
METRO EAST SANITARY DISTRICT
MISSISSIPPI RIVER
XXX XX, 2019
MESD CUTOFF WALL STA 973 - 1020
J E
F F
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W E
L L S P .E
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ST CLAIR COUNTY, IL
S T L
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U .S
A R
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F E
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IN
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N N
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F
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D W
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D B
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D E
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D B
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M A
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A P
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D A
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F
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B M
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D B
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P L
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C A
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D A
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M A
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C O
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
DRAFT
H A
E L V
H A
N K
S P .E
J M
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G-002
S T L
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T R
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A R
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P I
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A R
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P S O
F E
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INDEX OF DRAWINGS
TITLE
PROJECT LOCATION AND VICINITY MAPS
G-001
G-002
G-003
GENERAL
COVER SHEET
GEOTECHNICAL
B-001
B-101
B-102
SOIL AND ROCK LEGEND
B-202
B-203
B-204
B-205
B-206
B-207
B-208
SHEET NO.
B-103
INDEX OF DRAWINGS
B-209
B-210
B-219
B-218
B-217
B-216
B-215
B-214
B-213
B-212
B-211
B-223
B-222
B-221
B-220
B-228
B-227
B-226
B-225
B-224
M
IC
H A
E L V
H A
N K
S P .E
M E
T R
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A S
T S
A N
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A R
Y D
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T R
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F F
R E
Y M
W E
L L S P .E
BORING LOCATION PLAN SHEET 1 OF 2
BORING LOCATION PLAN SHEET 2 OF 2
INSTRUMENTATION PLAN SHEET 1 OF 2
C-101
C-102
C-103
C-104
C-105
C-106
C-001
CIVIL
B-229
B-230
B-231
B-232
B-233
B-234
B-235
B-236
B-237
B-238
B-239
SHEET NO. TITLE SHEET NO. TITLE SHEET NO. TITLE
B-240
B-241
B-242
B-243
B-244
B-245
B-246
B-247
B-248
B-249
B-250
B-251
C-107
C-108
C-111
C-112
C-113
C-114
C-115
IN
D
E X O
F D
R A
W
IN
G
C-501
C-502 MISCELLANEOUS DETAILS
BORING LOG- 16-MESDCW-101
BORING LOG- 16-MESDCW-102
BORING LOG- 16-MESDCW-103
BORING LOG- 16-MESDCW-104
BORING LOG- 16-MESDCW-105
BORING LOG- 16-MESDCW-305
BORING LOG- 16-MESDCW-106
BORING LOG- 16-MESDCW-107
BORING LOG- 16-MESDCW-508
BORING LOG- 16-MESDCW-108
BORING LOG- 16-MESDCW-109
BORING LOG- 16-MESDCW-110
BORING LOG- 16-MESDCW-111
BORING LOG- 16-MESDCW-311
BORING LOG- 16-MESDCW-112
BORING LOG- 16-MESDCW-113
BORING LOG- 16-MESDCW-513
BORING LOG- 16-MESDCW-114
BORING LOG- 16-MESDCW-115
BORING LOG- 16-MESDCW-315
BORING LOG- 16-MESDCW-116
BORING LOG- 16-MESDCW-316
BORING LOGS, 16-MESD-LS16
BORING LOG- 16-MESDCW-117
BORING LOG- 16-MESDCW-517
BORING LOG- 16-MESDCW-118
BORING LOG- 16-MESDCW-518
BORING LOG- 16-MESDCW-119
BORING LOG- 16-MESDCW-120
BORING LOG- 16-MESDCW-320
BORING LOG- 16-MESDCW-121
CIVIL SHEET INDEX, GENERAL NOTES AND LEGEND
C-109
F F
R E
Y M
W E
L L S P
IN
D
E X O
F D
R A
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IN
G S
S T C
L A
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A L L S
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IN
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L A
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C
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IL
M E
S D C
U T
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A L L S
T A
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B-104 INSTRUMENTATION PLAN SHEET 2 OF 2
B-201 BORING LOG- 16-MESDCW-100
CUTOFF WALL PROFILE SHEET 1 OF 4
CUTOFF WALL PROFILE SHEET 2 OF 4
CUTOFF WALL PROFILE SHEET 3 OF 4
B-252 CUTOFF WALL PROFILE SHEET 4 OF 4
B-501 INCLINOMETER DETAIL
BORING LOG- 16-MESDCW-301R
BORING LOG- 16-MESD-LS01
BORING LOG- 16-MESD-LS02
BORING LOG- 16-MESD-LS03
BORING LOG- 16-MESD-LS04
BORING LOG- 16-MESD-LS05
BORING LOG- 16-MESD-LS06
BORING LOG- 16-MESD-LS07
BORING LOG- 16-MESD-LS08
BORING LOG- 16-MESD-LS09
BORING LOG- 16-MESD-LS10
BORING LOG- 16-MESD-LS11
BORING LOG- 16-MESD-LS12
BORING LOG- 16-MESD-LS13
BORING LOG- 16-MESD-LS14
BORING LOG- 16-MESD-LS15
OVERALL SITE PLAN SHEET 1 OF 4
OVERALL SITE PLAN SHEET 2 OF 4
OVERALL SITE PLAN SHEET 3 OF 4
OVERALL SITE PLAN SHEET 4 OF 4
UTILITY PLAN SHEET 1 OF 2
UTILITY PLAN SHEET 2 OF 2
PLAN AND PROFILE SHEET 1 OF 9
PLAN AND PROFILE SHEET 2 OF 9
PLAN AND PROFILE SHEET 3 OF 9
PLAN AND PROFILE SHEET 4 OF 9
PLAN AND PROFILE SHEET 5 OF 9
PLAN AND PROFILE SHEET 6 �OF 9
PLAN AND PROFILE SHEET 7 OF 9
PLAN AND PROFILE SHEET 8 OF 9
C-110
PLAN AND PROFILE SHEET 9 OF 9
C-301
C-302
C-303
C-304
C-305
C-306
C-307
C-308
CROSS SECTIONS 0+00 - 3+04
CROSS SECTIONS 3+58 - 7+08
CROSS SECTIONS 7+84 - 11+35
CROSS SECTIONS 11+60 - 14+36
CROSS SECTIONS 14+61 - 17+37
CROSS SECTIONS 18+00 - 20+00
CROSS SECTIONS 21+00 - 23+13
CROSS SECTIONS 24+00 - 29+00
C-309 CROSS SECTIONS 29+13 - 32+00
C-310 CROSS SECTIONS 33+00 - 36+00
C-311 CROSS SECTIONS 36+37 - 39+00
C-312 CROSS SECTIONS 39+13 - 42+50
C-313 CROSS SECTIONS 42+75 - 46+06
MISCELLANEOUS DETAILS
R-001
REFERENCE
ST LOUIS HYDROGRAPH 1989 - 2003
ST LOUIS HYDROGRAPH 2004 - 2018R-002
J A
M J
A M
S O
L
IC
IT
A T
IO
N N
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2 3
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A
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M A
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A P
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F
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C A
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D A
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M A
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D E
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
H A
E L V
H A
N K
S P .E
J M
W
G-003
S T L
O U
IS
D
IS
T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -G
V
IC
.d g n
LEGEND
PROJECT
LOCATION
DISTRICT BOUNDARIES
L/D
L/D
L/D
L/D
SPRINGFIELD
CHESTER
STE.GENEVIEVE
PADUCAHCAIRO
MURPHYSBORO
CARLYLE
VANDALIA
SHELBYVILLE
ST.CHARLES
HERMANN
TROY
HARDIN
HANNIBAL
ST.LOUIS
EAST
ST.LOUIS
HAVANA
PEORIA
NEW
LONDON
I L L I N O I S
KY
M I S S O U R I
IOWA
JEFFERSON CITY
UNION
ALTONM
I S S
O U
R
I RIVER
UIVR
E
C
MARK TWAIN
LAKE
B O
U
R B
S E
R
E U
MERA
M
C
. B
G
B L
A
K
LAKE
WAPPAPELLO
REND
LAKE
BIG
M
U D
Y
OHIO
R
I
VER
K A
S K
A S
K
CARLYLE
LAKE
LAKE
SHELBYVILLE
RI
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I L L I
N O I S
M I S S I S S I P P I
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AL
D
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N
E
S
R I
V
E
R
S T
RIVE
R
M I S S
I S
SIPPI
R I
V E
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T
T
T
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VICINITY MAP
SCALE: NTS
N
ST. LOUIS, MO
M
IS
S
IS
S
IP
P I R
IV
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PROJECT LOCATION MAP
SCALE 1" = 1000'
N
0 1000 2000
EAST ST LOUIS, IL
STAN MUSIAL BRIDGE
MLK BRIDGE
POPLAR STREET BRIDGE
I-70
I-55/64/40
IL
L
IN
O
IS
R
O U T E
BROOKLYN, IL
PROJECT LIMITS
SEE SHEET C-101
SEE SHEET C-102
SEE SHEETS C-103 & C-105
SEE SHEETS C-104 & C-106
F F
R E
Y M
W E
L L S P
P
O J E
C T L
O C
A T
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N A
N D V
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IN
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A S
T S
A N
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A R
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T R
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S T L
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IS
M
IS
S O
U
M
1035+00
1055+00
1070+00
1045+00
1065+00
1005+00
905+00
1100+00
1000+00
1010+00
1020+00
910+00
1075+00
1050+00
1015+00
1060+00
1030+00
1025+00
1040+00
1090+00
+00
1085+00
1080+00
5+
985+00
945+
990+00
960+00
980+00
955+00
950+00
995+00
965+00
+00
970+00
+00
+00
+00
+00
+00
S O
L
IC
IT
A T
IO
N N
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F
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A M
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D W
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C K
D B
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D A
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M A
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D E
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
S -X
X -B
L E
G .d g n
J O
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A
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S T C
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C
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T R
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M E
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A L L S
T A
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M E
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A S
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A N
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T R
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IS
M
IS
S O
U R I
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
J A
M
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
vSo
So
St vSt
H
M
< 250
250-500
500-1000
1000-2000
2000-4000
> 4000
SYMBOLCONSISTENCY
CONSISTENCY
FOR COHESIVE SOILS
COHESION IN LBS./SQ.FT. FROM
SYMBOLS TO LEFT OF BORING
DENOTES LOCATION OF SAMPLE SUBJECTED TO CONSOLIDATION TEST AND EACH
PRESSURE TEST RESULTS
5-50
C
S
R
Q
T
UNCONFINED COMPRESSION TEST
RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT
OF THE ABOVE THREE TYPES OF SHEAR TESTS
OFFICE, IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.
ARE NATURAL WATER CONTENT IN PERCENT DRY WEIGHT (FW DENOTES FREE WATER) ASTM D 2216
DENOTES LOCATION OF CONSOLIDATION-UNDRAINED TRIAXIAL COMPRESSION TEST
DENOTES LOCATION OF CONSOLIDATION TEST
DENOTES LOCATION OF CONSOLIDATION-DRAINED DIRECT SHEAR TEST
DENOTES LOCATION OF UNCONSOLIDATION-UNDRAINED TRIAXIAL COMPRESSION TEST
ARE LIQUID AND PLASTIC LIMITS, RESPECTIVELY - ASTM D 4318
GROUNDWATER SURFACE AND DATE OBSERVED
APPLICABLE PUBLICATIONS
U.S. Army Engineer Manual (EM)
EM 1110-2-1906
Engineering and Design, Laboratory
Soils Testing, 30 November 1970
Revised 20 August 1986
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS
ASTM D 2487 CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES.
ASTM D 1586 METHOD FOR PENETRATION TEST AND SPLIT-BARREL SAMPLING OF SOILS.
ASTM C 136 METHOD FOR SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES.
ASTM D 2166 TEST METHODS FOR UNCONFINED COMPRESSIVE STRENGTH OF COHESIVE SOIL.
ASTM D 2488 DESCRIPTION AND INDENTIFICATION OF SOILS (VISUAL-MANUAL PROCEDURE).
ASTM D 4318 TEST METHOD FOR LIQUID LIMIT, PLASTIC LIMIT, AND PLASTICITY INDEX OF SOILS.
DENOTES PROPOSED CHANNEL GRADE
ROCK, AND SOIL-AGGREGATE MIXTURES.
ASTM D 2216 METHOD FOR LABORATORY DETERMINATION OF WATER (MOISTURE) CONTENT OF SOIL, WB- WING BIT
VST-VACCUM SHELBY TUBE (5")
SSS-STANDARD SPLIT SPOON
RB- ROLLER BIT
HSP-HAND SAMPLE PROBE
HSA-HOLLOW STEM AUGER
HDA-HAND AUGER
CPT-CONE PENETROMETER
BKH-BACKHOE
AUG-AUGER
DRILLING AND SAMPLING EQUIPMENT
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt
Wd
Sl
TAN
YELLOW
RED
BLACK
GRAY
LIGHT GRAY
MOTTLED
WHITE
BLUE-GREEN
BLUE
GREEN
GRAYISH-GREEN
GREENISH-GRAY
GRAYISH-BROWN
BROWNISH-GRAY
DARK BROWN
LIGHT BROWN
BROWN
DARK GRAY
T
Y
R
BK
Gr lGr dGr
Br lBr dBr
Gn
Bl
Wh
Mot
B
C
O
P
U
A Angle Core Boring
Bag Samples-Soil-Borings
Core Boring
Observation Boring
Piezometer
Undistrubed Sample-Soil-Boring
LETTER
SYMBOL
DESCRIPTION
MODIFICATION SYMBOL
MODIFICATIONS
Traces
Medium
Fine
Coarse
Rootlets
Lignite fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Sandy
Gravelly
Boulders
Slickensides
Wood
Oxidized
F
M
C
O
CS
SIS
S
G
B
Ox
Wd
SL
slf sds shs lg rt cc
Tr-
Sand strata or lenses
Silt strata or lenses
B.Ca.
vFVery Fine
Began use of casing
B.D.M.
NX Core
Began use of drilling mud
Decomposed Limonite
Concretions
Beginning of
Specified Core Size
Shale fragments
COLOR SYMBOL
WOOD
SHELLS
HIGHLY ORGANIC SOILS
WOOD
SHELLS
MAJOR DIVISION TYPE
LETTER
SYMBOL
TYPICAL NAMES
F
IN
E -G
R A
IN
E D S
O
IL
S C
O A
R S
E -G
R A
IN
E D S
O
IL
S
S A
N D
S G
R A
V E
L S
ARE VALUES OF COHESION IN LBS./SQ. FT. FROM UNCONFINED COMPRESSION TESTS
WHERE UNDERLINED WITH A DASHED LINE DENOTES LABORATORY PERMEABILITY IN CENTIMETERS
FIGURES TO RIGHT OF BORING
BORING SUFFIX
DESCRIPTIVE SYMBOLS
SYM
BOL
th a n N o s ie v e s iz e
M o re t h a n h a lf o f
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s c o a rs e f ra c ti o n i s s ie v e s iz e s ie v e s iz e
(Appreciable
CLEAN
CLEAN
GRAVEL
GRAVEL
WITH FINES
WITH FINES
SAND
SAND
CLAYS
M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e CT
CA
CONGLOMERATE
SANDSTONE
GRAYWACKE
COMPACTION SHALE
CEMENTED SHALE
COAL
LIMESTONE
DOLOMITE
CHALK (OR MARL)
CHERT
CAVITY
SILT AND
ORGANIC SILTS and organic silty clays of low plasticity
COLORS
LETTER
SYMBOL
SYM
BOL
DLC
SYMBOLS TO RIGHT OF BORING
ROCK CLASSIFICATION
CLASSIFICATION AND
DESCRIPTION OF ROCK
U-LINE :PI=0.9(LL-8)
A-LINE :PI=0.73(LL-20)
CH
CL
80 1000
FOR CLASSIFICATION OF FINE-GRAINED SOILS
OH
MH
OL
ML
CL-ML
"U
LI
N E
"A " L
IN
E
PLASTICITY CHART
GROUP
S E
D
IM
E N
T A
R Y R
O C
K S
Ground Surface Elev. G.S.E.
L.L. - LIQUID LIMIT
P .I P
L A
S T
IC
IT
Y I
N D
E X
BRG
GYB
GNG
Gyg
BLG
REDDISH RD
SS
SAN
GRA
CON
CLA
SHA
CEM
COA
LIM
DOL
CHA
GRAVEL, Well Graded, gravel-sand mixtures, little or no fines
GRAVEL, Poorly Graded, gravel-sand mixtures, little or no fines
SILTY GRAVEL, gravel-sand-silt mixtures
CLAYEY GRAVEL, gravel-sand-clay mixtures
SAND, Well-Graded, gravelly sands
SAND, Poorly-graded, gravelly sands
SILTY SAND, sand-silt mixtures
CLAYEY SAND, sand-clay mixtures
SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity
SILT, fine sandy or silty soil with high plasticity
FAT CLAY, inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity, organic silts
PEAT, and other highly organic soil
NOTE: SOIL POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS
WHERE UNDERLINED WITH A SOLID LINE DENOTES LABORATORY PERMEABILITY IN CENTIMETERS
SAMPLE OBTAINED.
REFERENCE: ASTM D 2487, FIGURE 3
UNIFIED SOIL CLASSIFICATION ASTM D 2487
CLAYSTONE OR SILTSTONE
PER SECOND OF UNDISTURBED SAMPLE.
GRN GRANITE
la rg e r th a n N o s m a ll e r th a n N o
PER SECOND OF SAMPLE REMOLDED TO THE ESTIMATED NATURAL VOID RATIO.
GENERAL NOTES :
Calc. Concretions
SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.
EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORING WHERE
CONSISTENCY OF COHESIVE SOIL SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL
IN PARENTHESIS AND NOT UNDERLINED ARE DRIVING RESISTANCE IN BLOWS PER FOOT DETERMINED
SPLIT SPOON SAMPLER AND 350 LB. DRIVING HAMMER WITH AN 18 " DROP.
" I.D., 3 " O.D. 2
130 '' DROP - ASTM D 1586. IN PARENTHESIS AND UNDERLINED ARE FOR A 2
" I.D., 2 " O.D.) AND A 140 LB. DRIVING HAMMER WITH A 8
3WITH A STANDARD SPLIT SPOON SAMPLER (1
Water Surface Elev. W.S.E.
LEFT OPEN.
LOGS WITH SEASONAL WEATHER CHANGES AND DEPENDING ON THE LENGTH OF TIME THE BORE HOLE IS
VERTICAL REACHES OF SUCH BORINGS. GROUNDWATER ELEVATION CAN VARY FROM THAT SHOWN ON THE
NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE
BORINGS INDICATES THAT NO GROUNDWATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT
ENCOUNTERED IN SUCH BORINGS ON THE DATE SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN
GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACE
WHEN UNDERLINED DENOTES D SIZE IN MM - ASTM C 136
FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
IS FINER, AND 90% COARSER THAN SIZE D - ASTM C 136.
THE D SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE SOIL
DENOTES CLASSIFICATION DETERMINED BY PROCESS OF DRILLING, NO REPRESENTATIVEA
M o re t h a n h a lf o f m a te ri a l is l a rg e r
(Liquid Limit > 50)
(Liquid Limit < 50)
Amount of Fines)
(Appreciable
Amount of Fines)
(Little or No fines)
(Little or No fines)
SILT AND
CLAYS
"DIFFERING SITE CONDITIONS."
CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED
MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE
AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE
WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS
FIGURES TO RIGHT OF BORING UNDER COLUMNS "LL" AND "PL"
SHOWN AS 5 GALS/MIN AT 50 PSI
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
W A
L L C /L S
T A
W
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
D
B-101
S T L
O U
IS
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
M -E
S -X
X -B
P
L N .d g n
SCALE: 1" = 100'
0 100' 200'
N
M A
T C
H L
IN
E S
H E
E T B -1
H
R
IS
J
W H
E E
L E
R P .E
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
MESD LEVEE CENTERLINE
O
S E R L
O P
E Z P .E
B O
R
IN
G L
O C
A T
IO
N P
L A
N
S H
E E
T O
F
G E
O T
E C
H N
IC
A L
BORING LOCATION PLAN
16-MESDCW-100
16-MESDCW-101
16-MESDCW-102
16-MESDCW-103
16-MESDCW-104 16-MESDCW-106
16-MESDCW-105
16-MESDCW-107
16-MESDCW-108
16-MESDCW-110
16-MESDCW-109
16-MESDCW-111
16-MESDCW-112
16-MESDCW-301R
16-MESDCW-305
16-MESDCW-311
16-MESD-LS12
16-MESD-LS11
16-MESD-LS09
16-MESD-LS10
16-MESD-LS08
16-MESD-LS07
16-MESD-LS06
16-MESD-LS05
16-MESD-LS02
16-MESD-LS04
16-MESD-LS03
16-MESD-LS01
1217' FROM LEVEE C/L
16-MESDCW-508
J A
CUTOFF WALL CENTERLINEDRAFT
W A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
D
B-102
S T L
O U
IS
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
M -E
S -X
X -B
P
L N .d g n
SCALE: 1" = 100'
0 100' 200'
N
M A
T C
H L
IN
E S
H E
E T B -1
R
IS
J
W H
E E
L E
R P .E
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
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IS
M
IS
S O
U
S E R L
O P
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B O
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IN
G L
O C
A T
IO
N P
L A
N
S H
E E
T O
F
G E
O T
E C
H N
IC
A L
BORING LOCATION PLAN
16-MESDCW-113
16-MESDCW-114 16-MESDCW-115
16-MESDCW-116
16-MESDCW-117
16-MESDCW-118
16-MESDCW-119
16-MESDCW-120
16-MESDCW-121
16-MESDCW-315
16-MESDCW-316 16-MESDCW-320
16-MESD-LS13
16-MESD-LS14
16-MESD-LS15
16-MESD-LS16
16-MESDCW-513
1231' FROM LEVEE C/L
16-MESDCW-518
1140' FROM LEVEE C/L
16-MESDCW-517
J A
M
CUTOFF WALL CENTERLINEDRAFT
W A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
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S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
D
B-103
S T L
O U
IS
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
M -E
S -X
X -B
P
L N .d g n
SCALE: 1" = 100'
0 100' 200'
N
M A
T C
H L
IN
E S
H E
E T B -1
R
IS
J
W H
E E
L E
R P .E
S T C
L A
IR
C
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N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
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P I
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A R
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S O
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S E R L
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IN
S
T R
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T A
T
IO
N P
L A
N
S H
E E
T O
F
G E
O T
E C
H N
IC
A L
INSTRUMENTATION PLAN
A4
W A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
MESD-INC-03
MESD-INC-02
MESD-INC-01
MESD-INC-05
MESD-INC-04
A4
INCLINOMETERS DETAIL LAYOUT
TEST SECTION-
SCALE: NTS
J A
M
P P P
CUTOFF WALL CENTERLINE
S
MESD-INC-06
W A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
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IP
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B E
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S
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S U
B M
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D B
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P L
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C A
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P L
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D A
T E
M A
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D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
D
B-104
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
M -E
S -X
X -B
P
L N .d g n
SCALE: 1" = 100'
0 100' 200'
R
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J
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N P
L A
N
S H
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T O
F
G E
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H N
IC
A L
INSTRUMENTATION PLAN
A4
A4 SCALE: NTS
M A
T C
H L
IN
E S
H E
E T B -1
W A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
INCLINOMETERS DETAIL LAYOUT
SECTION-
MESD-INC-07
MESD-INC-08
J A
M
CUTOFF WALL CENTERLINE
MESD-INC-09
S P
S PP P
S -X
X -B
B O
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J O
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T J
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B O
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F E
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J A
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ELEVATIONS IN FEET N.A.V.D. 88
ELEVATIONS IN FEET N.A.V.D. 88
O F F S
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S F
R O
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P L
W S
P T
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N L L
D N
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N
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D
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