DwgSet05.pdf
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Set 5 of Drawing
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| File | Type | Posted |
|---|---|---|
| DwgSet15.pdf | ||
| DwgSet02.pdf | ||
| DwgSet03.pdf | ||
| DwgSet11.pdf | ||
| DwgSet01.pdf | ||
| DwgSet14.pdf | ||
| DwgSet04.pdf | ||
| DwgSet12.pdf | ||
| DwgSet08.pdf | ||
| DwgSet16.pdf | ||
| DwgSet10.pdf | ||
| DwgSet13.pdf | ||
| DwgSet07.pdf | ||
| RFP Specs.pdf | ||
| DwgSet17.pdf | ||
| DwgSet09.pdf | ||
| DwgSet06.pdf |
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G E
N E
R A
L B
O R
IN
G
L E
G E
N D
B-001
UNIFIED SOIL CLASSIFICATION
DESCRIPTIVE SYMBOLS
NOTES:
SYMBOLS TO LEFT OF BORING
FIGURES TO RIGHT OF BORING
TYPICAL NOTES:
MAJOR DIVISION
C O
A R
S E
G
R A
IN
E
D
S
O
IL
S
M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e
S A
N D
S G
R A
V E
L S
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 s m a ll e r th a n
N o s ie v e s iz e
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 la rg e r th a n
N o s ie v e s iz e
TYPE
CLEAN
GRAVEL
GRAVEL
(Little or No fines)
(Appreciable Amount of
Fines)
CLEAN
SAND
SANDS
(Little or
No Fines)
(Appreciable Amount of
Fines)
LETTER
SYMBOL
GW
GP
GM
GC
SW
SP
SM
SC
SYM
BOL
TYPICAL NAMES
SILTS AND
SILTS AND
(Liquid Limit
(Liquid Limit
50)
50)
ML
CL
OL
MH
CH
OH
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
ORGANIC SILTS,and organic silty clays of low 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
WOOD
SHELLS
Pt
Wd
SI
WOOD
SHELLS
NO SAMPLE
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.
F
IN
E
G R
A
IN
E D
S O
IL
S
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
0 20 40 60 80 100
COLOR
COLOR SYMBOL
TAN
YELLOW
RED
T
Y
R
BLACK BK
IGr
BROWN
LIGHT BROWN
DARK BROWN dBr
IBr
Br dGr
Gr
GREEN
BLUE
Gn
Bl
BLUE-GREEN
WHITE Wh
MOTTLED Mot
MODIFICATIONS
MODIFICATION SYMBOL
F
M
C
Traces
Fine
Medium
Coarse cc
Rootlets rt
Lignite fragments lg
Shale fragments sh
Sandstone fragments sds
Shell fragments slf
Organic matter O
Clay strata or lenses CS
Silt strata or lenses SIS
Sand strata or lenses SS
Sandy S
Gravelly G
Boulders B
Slickensides SL
Wood Wd
Oxidized Ox
CONSISTENCY
FOR COHESIVE SOILS
CONSISTENCY
COHESION IN LBS./SQ.FT. FROM
UNCONFINED COMPRESSION TEST
SYMBOL
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
250-500
500-1000
2000-4000 vSo
So
M
St vSt
H
Are natural water contents in percent dry weight
Are liquid and plastic limits, respectively
Ground-water surface and date observed
Denotes location of unconsolidated-undrained triaxial compression test
Denotes free water encountered in boring or sample
C
S
R
Q
T
FW
Are values of cohesion in lbs./sq.ft. from unconfined compression tests
** Results of these tests are available for inspection in the U.S. Army Engineer District
HIGHLY ORGANIC SOILS
LIGHT GRAY
DARK GRAY
BROWNISH-GRAY
GREENISH-GRAY
GRAYISH-GREEN
GRAYISH-BROWN
GRAY Concretions
CLAYS
CLAYS
10soil is finer, and 90% coarser than D .
WITH FINES
WITH FINES
Office, if these symbols appear beside the boring logs on the drawings.
brGr gyBr gnGr gyGn
BlGn
Tr
NS No Sample Retrieved
0 20 40 60 80 100
L.L.-LIQUID LIMIT
PLASTICITY CHART
"A " L
IN
E
P I.
P
L A
S T
IC
IT
Y I
N D
E X
"U L
IN
E
CL-ML
For classification of fine-grained soils in accordance with ASTM D 2487
The D size of a soil is the grain diameter in millimeters of which 10% of the
When underlined denotes D size in mm
Denotes location of consolidation test * *
Denotes location of consolidated-drained direct shear test * *
Denotes location of consolidated-undrained triaxial compression test * *
Denotes location of sample subjected to consolidation test and each of the above three types of shear test * *
In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler (1 3/8" I.D., 2’’ O.D.) and a 140 lb. driving hammer with a 30’’ drop
FIGURES TO LEFT OF BORING
UNDER COLUMNS ’’ LL’’ AND ’’ PL’’
Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample
Where underlined with a dashed line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
FIGURES TO LEFT OF BORING
UNDER COLUMN ’’ W OR D ’’
1. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the contract clause entitled ’’Differing Site Conditions’’.
2. Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are available from the boring but does not necessarily mean that ground-water will not be encountered at the locations or within the vertical reaches of such borings.
3. Consistency of cohesive soils shown on the boring logs is based on driller’s log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression tests are shown.
4. Unless otherwise noted:
a. Undisturbed borings, indicated by the letter "U", are taken with a 5’’ I.D. Piston Type Sampler.
b. General type borings are taken with a 1 7/8" I.D. Tube Sampler and/or a 1 3/8" I.D. Split Spoon Sampler.
ML or OL
C L o r
O
L
C H o r
H
MH or OH
1000-2000
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -0
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
PRATT DRIVE
PLAN
B-101
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -1
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
OE103-177C
OE103-278C
OE103-057C
OE103-056C
OE103-277C
OE103-176C
OE104-326C
OE103-175C
OE103-276C
OE103-055C
OE103-174C
OE103-054C
OE103-72
OE103-178C
OE103-279C
OE103-058C
OE103-16U
OE103-45U
5-SW
1-LP
1-ULP
2-LP
FSFSFSFSF
LAKE PONTCHARTRAIN
PLAN
B-102
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -1
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
OE103-196C
OE103-292C
OE103-076C
OE103-293C
OE103-077C
OE103-078C
OE103-294C
OE103-198C
OE103-199C
OE103-295C
OE103-079C
OE103-195C
OE103-291C
OE103-85U
OE103-075C
OE103-20U
OE103-75U
OE103-200C
OE103-080C
OE103-296C
SSFSFSFSFSFSFSFSFSFSF
Depth
(ft)
558548
3679243.4
3.8
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
10/24/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
Depth
(ft)
558893.5
3679043
5.8
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
9/25/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-201
C P
T P
R O
F
IL
E S
O E
-0
C
O
E -0
C
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
559010.6
3678744.5
5.2
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
9/25/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
Depth
(ft)
559009.7
3678507.7
3.9
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.9 ft
DTA0656
9/25/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-202
C P
T P
R O
F
IL
E S
O E
-0
C
O
E -0
C
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
B-203
C P
T P
R O
F
IL
E S
O E
-0
C
Depth
(ft)
558778.5
3678152.3
3.5
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
9/25/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND 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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
E
-0
C
O E
-7
C
B-204
C P
T P
R O
F
IL
E S
-120 -80 -40 0 u0
Depth
(ft)
557468.5
3675245.2
3.7
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
10/1/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 110.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
Depth
(ft)
557355.6
3675487
4.3
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
10/1/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND 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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
557638.8
3674990.9
6.8
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
10/1/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
Depth
(ft)
557683.2
3674778.8
15.4
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
69.7 ft
DTA0656
10/2/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-205
C P
T P
R O
F
IL
E S
O E
-0
C
O
E -0
C
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
557942.5
3674126.6
6.1
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
10/2/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
Depth
(ft)
557817.9
3674376.5
5.9
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
49.7 ft
DTA0656
10/2/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-206
C P
T P
R O
F
IL
E S
O E
-0
C
O
E -0
C
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
558794.7
3679056.3
3.5
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
79.7 ft
DTA0656
9/27/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
-75
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
-75
Tip Resistance qt
(tsf)
80 160 240 320
Depth
(ft)
558576.1
3679124.7
2.1
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
79.7 ft
DTA0656
10/16/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-207
C P
T P
R O
F
IL
E S
O E
-1
C
O
E -1
C
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
2 3
C
4 5
A
B
D A
T E
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
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D A
T E
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
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IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
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A
N E
P R
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E C
T
IO
N O
F F
IC
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N E
W O
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N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
558923.3
3678760
6.6
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
79.7 ft
DTA0656
9/27/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
Pore Pressure u2
(psi)
-120 -80 -40 0
Depth
(ft)
558926.2
3678451.7
6.6
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
79.7 ft
DTA0656
9/26/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-208
C P
T P
R O
F
IL
E S
O E
-1
C
O
E -1
C
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
Depth
(ft)
557247.5
3675459.6
3.7
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
79.7 ft
DTA1039
11/11/2006
C. Crosby-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
-75
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 910 11
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
-120 -80 -40 0 u0
Elev
(ft)
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
Tip Resistance qt
(tsf)
80 160 240 320
Friction Ratio
Rf
2 4 6 8
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Depth
(ft)
558726.6
3678225.9
Lake Pontchartrain and Vicinity (LPV) - Reach 103
(Orleans Parish,LA)
Project No: 06-LPV 103.1A2
Total Depth:
Probe ID:
79.7 ft
DTA0656
9/26/2006
R. Penley-CEMVK
Date:
Estimated Water Depth:
Operator:
Northing:
Easting:
Elevation:
0 ft
0.8Net Area Ratio:
Pore Pressure u2
(psi)
-120 -80 -40 0 1 2 3 4 5 6 7 8 910 11
SBTFR
MAI = 1
1 - SENSITIVE FINE GRAIN
2 - ORGANIC MATERIAL
3 - CLAY
4 - SILTY CLAY
5 - CLAYEY SILT
6 - SANDY SILT
7 - SILTY SAND
8 - FINE SAND
9 - SAND
10 - GRAVELLEY SAND
11 - VERY STIFF FINE GRAINED
12 - SAND TO CLAYEY SAND
B-209
C P
T P
R O
F
IL
E S
O E
-1
C
O
E -1
C
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
B o ri n g L o g s \4
B -2
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
| 447086_G-001-001.pdf |
| 447086_G-002-001.pdf |
| 447086_G-003-001.pdf |
| 447086_G-004-001.pdf |
| 447086_G-005-001.pdf |
| 447086_G-006-001.pdf |
| 447086_G-101-001.pdf |
| 447086_G-102-001.pdf |
| 447086_G-103-001.pdf |
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