H-04-014_Construction Plan Set for Solicitation Volume 3 of 6.pdf
PDF 3 MB Posted
- Attached to
- Comite Brooks Lake Control Structure and Guide Levee Federal contract opportunity
- Solicitation number
- W912P825B0050
About this file
These documents are part of a technical design package for the Flood Control, Amite River and Tributaries Comite River Diversion Project, specifically focusing on the Brooks Lake Closure Structure and Guide Levee in East Baton Rouge Parish, Louisiana. The technical drawings include multiple sheets covering soil boring logs, stage hydrographs for Red River Landing and Baton Rouge stations from 2012-2024, and detailed cross-sectional views of the proposed guide levee from stations 0+00 to 5+00. The soil boring logs provide comprehensive geological data, including soil classifications, water content, and visual descriptions of subsurface conditions. The hydrographs depict historical water stage data, with a notable disclaimer that future water stages are unpredictable and should not be inferred from historical patterns. The levee section drawings show existing ground profiles, proposed levee centerline, and fill volumes calculated using the end area method, with various vertical and horizontal scaling ratios.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P825B0050 Bid Abstract SIGNED.pdf | ||
| W912P825B0050 AM0003.pdf | ||
| W912825B0050 AM0002.pdf | ||
| W912P825B0050 AM0001.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 2 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 5 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 1 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 4 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 6 of 6.pdf | ||
| W912P825B0050 Solicitation Package.pdf |
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Text version
A1
SCALE: NOT TO SCALE
BORING LOG LEGENDS
SAMPLER AND/OR A 1 3/8" I.D. SPLIT SPOON SAMPLER.
B. GENERAL TYPE BORINGS ARE TAKEN WITH A 1 7/8" I.D. TUBE
TAKEN WITH A 5'' I.D. PISTON TYPE SAMPLER.
A. UNDISTURBED BORINGS, INDICATED BY THE LETTER "U", ARE
UNLESS OTHERWISE NOTED:4.
UNCONFINED COMPRESSION TESTS ARE SHOWN.
REACHES OF THE BORING LOGS WHERE SHEAR STRENGTHS FROM
CONSISTENCY IS APPROXIMATE EXCEPT WITHIN THOSE VERTICAL
BASED ON THE DRILLER'S LOG AND VISUAL EXAMINATION. THE
CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS 3.
WITHIN THE VERTICAL REACHES OF SUCH BORING LOGS.
GROUNDWATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR
AVAILABLE FROM THE BORING LOGS. THAT DOES NOT MEAN
DATA ON BORING LOGS INDICATES THAT NO GROUNDWATER DATA ARE
BORING LOGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE
REPRESENT GROUNDWATER SURFACES ENCOUNTERED IN SUCH
GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS 2.
CONDITIONS''.
PURVIEW OF THE CONTRACT CLAUSE ENTITLED ''DIFFERING SITE
WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY WITHIN THE
REGION ARE ANTICIPATED. IF ENCOUNTERED SUCH VARIATIONS
CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE
RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS
CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND THEIR
WHILE THE BORING LOGS ARE REPRESENTATIVE OF SUBSURFACE 1.
GENERAL NOTES
OFFICE, IF THESE APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.
TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT
10% OF THE SOIL IS FINER, AND 90% COARSER THAN D10. RESULTS OF THESE
* THE D10 SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH
RATIO
SAMPLE REMOULDED TO THE ESTIMATED NATURAL VOID
PERMEABILITY IN CENTIMETERS PER SECOND OF THE
D. (UNDERLINED WITH A DASHED LINE) LABORATORY
UNDISTURBED SAMPLE
PERMEABILITY IN CENTIMETERS PER SECOND OF THE
C. (UNDERLINED WITH A SOLID LINE) LABORATORY
WITH A 30" DROP
SAMPLER (1 3/8" I.D., 2" O.D.) AND A 140 LB. DRIVING HAMMER
FOOT DETERMINED WITH A STANDARD SPLIT SPOON
B. (IN PARENTHESIS) DRIVING RESISTANCES IN BLOWS PER
UNCONFINED COMPRESSION TESTS
A. VALUES OF COHENISON IN LBS./SQ.FT. FROM
FIGURES TO THE RIGHT OF THE BORING DENOTE4.
SAMPLE
FREE WATER ENCOUNTERED IN BORING OR
TYPES OF SHEAR TEST * *
CONSOLIDATION TEST AND EACH OF THE ABOVE THREE
LOCATION OF SAMPLE SUBJECTED TO
TRIAXIAL COMPRESSION TEST
LOCATION OF UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION TEST * *
LOCATION OF CONSOLIDATED-UNDRAINED
DIRECT SHEAR TEST * *
LOCATION OF CONSOLIDATED-DRAINED
LOCATION OF CONSOLIDATION * *
GROUNDWATER SURFACE AND DATE OBSERVED
SYMBOLS TO THE LEFT OF THE BORING DENOTE3.
A. ARE LIQUID AND PLASTIC LIMITS, RESPECTIVELY
PL''
FIGURES TO THE LEFT OF THE BORING UNDER COLUMNS '' LL'' AND '' 2.
B. WHEN UNDERLINED DENOTE D10 SIZE IN MM*
ARE NATURAL WATER CONTENTS IN PERCENT DRY WEIGHTA.
FIGURES TO THE LEFT OF THE BORING UNDER COLUMN ''W" OR "D''1.
SHEET NOTES
C
S
R
Q
T
FW
C-601
B O
R
IN
G L
O G
L E
G E
N D
S
H -0
-0
C
-6 B o ri n g L e g .D
G N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A W
IL
S
O N
P
.E
H -0
-0
UNIFIED SOIL CLASSIFICATION DESCRIPTIVE SYMBOLS
MAJOR DIVISION
C O
A R
S E
G
R A
IN
E
D
S
O
IL
S
L A
R G
E R
T H
A N
N O
S
IE
V E
S
IZ
E
M O
R E
T H
A N
H A
L F
O F
M A
T E
R
IA
L I
S
S A
N D
S G
R A
V E
L S
N O
S
IE
V
E S
IZ
E
IS
S
M A
L L
E R
T H
A N
C O
A R
S E
F R
A C
T
IO
N
M O
R E
T H
A N
H A
L F
O F
N O
S
IE
V
E S
IZ
E
IS
L
A R
G E
R T
H
C
A R
S E
F R
A C
T
IO
N
M O
R E
T H
A N
H A
L F
O F
TYPE
CLEAN
GRAVEL
GRAVEL
CLEAN
SAND
SANDS
NO FINES)
(LITTLE OR
FINES)
AMOUNT OF
(APPRECIABLE
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
WITH SLIGHT PLASTICITY
SILT & VERY FINE SAND,SILTY OR CLAYEY FINE SAND OR CLAYEY SILT
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
T H
A N
N O
S
IE
V
E S
IZ
E
M A
T E
R
IA
L I
S S
M A
L L
E R
M
R E
T H
A N
H A
L F
T H
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
HIGHLY ORGANIC SOILS
LIGHT GRAY
DARK GRAY
BROWNISH-GRAY
GREENISH-GRAY
GRAYISH-GREEN
GRAYISH-BROWN
GRAY CONCRETIONS
CLAYS
CLAYS
WITH FINES
WITH FINES
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
LI
N E
CL-ML
FOR CLASSIFICATION OF FINE-GRAINED SOILS IN ACCORDANCE WITH ASTM D 2487
ML or OL
C L o r
L
C H o r
H
MH or OH
1000-2000
FINES)
AMOUNT OF
(APPRECIABLE
NO FINES)
(LITTLE OR
vSt Br
St
Br&Gr
M Gr&Br M,CS,cc
St St,cc St,cc
Gr&T
No Sample
M lGr&T M,CS,cc Gr&T
M
St,cc
M lGr&T
M
M M,rt M,SlS,O,Wd,slf M,rt
St,Wd,slf M M,cc
Gr
St gnGr
St gnGr&T
No Sample vSt vSt,cc gnGr
No Sample vSt,SL St,SLSlS vSt,SL
St lGr&T
St T
M,CS lGr&T
St (18) vSt vSt,cc vSt vSt,SlS,SL St,SL
SlS vSt,SL
T&lGr vSt lGr&T
No Sample vSt St,cc vSt lGr&T
So T
CS lGr&T(32) vSt,CS T&Gr(36)
CS T(47)
(50) vSt (47)
St
T&lGr
(28)
St lGr(25)
GROUND EL. 33.9
W or D10
Q
Q
Q
Q
Q
Q
Q
Q
C
C
C
C
C
Date: 10/27/2003
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
% WATER, DRY WEIGHT
WATER CONTENT
0 20 40 60 80 100 120 140
-10
-20
-30
-40
-50
-60 vSt,SlS,rt dGr
St
St,CS,rt Gr&Br
M,SL,rt
SlS
M,cc
St,cc,SL
St,cc
M,cc,SL
St,cc,SL
St,cc
SlS St,cc,SL
Gr&T
St,Wd
St,Wd
So,Wd
M
M,Wd
Gr
M
St,cc
Gr&T
So
Gr
So lGr&T
So Gr&T
GROUND EL. 35.5W or D10
Q
Q
Q
Q
Q
-10
-20
-30
Date: 11/3/2003
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
St,rt Br M,rt Br&T vSt,O,rt,SL Br&Gr vSt,rt,SL Br&T vSt,rt,SL SlS
M,rt,SL
M,CS
So
Gr&T
M,S,Wd,rt Br&Gr
So So,cc
Br
M,SlS,cc,SL Gr&T So,CS
So M,SlS vSo,CS
So vSo So,Wd vSo vSo vSo,CS
M
CS
So So,SS
So vSo
So
SS So
So So,CS
So
CS
(26)
So
Gr
(14)
GROUND EL. 34.7
W or D10
Q
Q
Q
Q
Q
Q
C
C
C
C
-10
-20
-30
Date: 10/31/2003
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
St,rt Gr&T
St,rt,CS T&Gr
SlS St,rt,SL
St,Wd,SL
Gr&T
CS
vSo
(3)
Br
CS (10)
(10)
CS (11)
CS (13)
(9)
CS (14)
(11) vSo (11)
So (12)
(11)
(12)
(14)
(13)
CS (14)
CS (14)
CS
Gr
(24)
GROUND EL. 34.5W or D10
Q
Q
Q
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
Date: 10/30/200340
-10
-20
-30
SlS vSt,Wd,rt,Ox Br vSt,Ox,SL,Wd brGr vSt,Ox,Wd Br&Gr vSt,Ox,Wd
SlS
St,Ox
SlS St,Ox brGr
St,SlS,Ox
M,SlS,Ox CS,Ox
Br
CS,Ox Gr
No Sample
M
SlS So,Ox
Gr&Br
CS,Ox
St,SlS,Ox
CS,Ox
SlS St
Gr
CS
Gr&Br
SlS M,Ox
Gr
CS,Ox Gr&Br
CS
CS
Gr
M,SlS brGr M,SlS,Ox M,SlS,Ox
CS
CS,Ox
Gr
St Br
SlS St,Ox
Br&Gr
CS,Ox
SlS St,Ox
Gr
GROUND EL. 35.4W or D10
Q
Q
Q
Q
C
C
C
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
Date: 1/4/2011
-10
-20
-30
-40
-50
BOR. CR-BLC-2U (03-320)
30°35'47.9" 91°15'59.8"
BOR. CR-BLC-3 (03-320)
30°35'49.801" 91°16'7.702"
BOR. CR-BLC-4U (03-320)
30°35'52.4" 91°16'16"
BOR. CR-BLC-8U (11-025B)
30°35'52.699" 91°16'13.901"
BOR. CR-BLC-5 (03-320)
30°35'48.7" 91°16'21"
X 3301826.697 Y 762486.796 X 3301135.958 Y 762678.462 X 3300410.578 Y 762940.642
X 3302072.399 Y 762597.873
X 3299973.784 Y 762566.590 X 3300594.011 Y 762970.951
CS,Ox,slf
M,Wd,rt Br
M,WdSlS
St,Ox Gr
St,cc lGr&gnGr vSt,Ox,SL lGr&T vSt,Ox,cc lGr&T&Br
H,Ox,cc lGr&T SlS
St,SL,cc Y&Br
SlS St,Ox Y&Gr
CS,Ox Br vSt,Ox,SL Gr&Y
So,Ox
St,Ox,SL,cc
St,Ox,cc lGr&BrSlS vSt,Ox T&Y
No Sample
CS,Ox Br&Gr
SlS M,Ox
Br&lGr
CS,Ox
SlS M,Ox
Br&Gr
CS,Wd
SlS St,Ox,SL Br vSt,SlS,Ox Y&Br
CS,Ox Br
CS,Ox Br&Y
M,Ox Br&Gr
H,Ox gnGr vSt,Ox,SLSlS
St,Ox,SL gnGr&Br
CS Gr vSt,Ox
SlS vSt gnGr
No Sample
SlS vSt,Ox
St,Ox lGr&T
SlS
H Gr&Br&Y
No Sample
SlS vSt,Ox lGr
No Sample
CS,Ox Br&Y
CS Y
SlS,Ox Gr CS Br&Gr SlS,Ox lGr&T
GROUND EL. 35.7W or D10
% WATER, DRY WEIGHT
WATER CONTENT
Date: 2/3/1994
0 20 40 60 80 100 120 140
20 40 60 80 100 120 1400
SlS St,Wd,rt vSo Br
No Sample
St,Ox brGr St,SlS,Wd Br&Gr
M,Ox,Wd,SL Gr&Br
So,Wd,Ox,cc,SL vSt,Wd,Ox,cc,SL
St,Wd,Ox
Br&Gr vSt,Wd,Ox Gr&Br
SlS
St,Wd,Ox Gr St,SlS,Wd,Ox
St,Wd,Ox
St,Ox
Gr&Br
M,Wd,Ox Gr
SlS
So,SL gnGr
St
MSlS vSt
CS
Gr
SlS vSt
SS St
St,SlS,Wd,Ox gnGr
SlS St,Wd,Ox Gr&T
CS,Ox Br CS,Ox Gr&Br St,SlS Gr&lGr
CS
Ox Gr
St,Wd,Ox SlS
St,Ox
SlS vSt,Ox gnGr vSt,Ox gnGr&Br
M,Ox SlS
St,Ox Gr&T vSt,SlS,Wd,Ox St,Ox
SlS
M,Ox
SlS vSt gnGr vSt,SlS,Ox T
SlS St gnGr
St,Ox gnGr&T SlS
M,Ox T
GROUND EL. 35.7W or D10
Q
Q
Q
Q
Q
Q
Q
C
C
C
WATER CONTENT
% WATER, DRY WEIGHT
Date: 1/14/2011
-10
-20
-30
-40
-50
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D vSt,rt Br So,CS (6)
CS (3)
CS
T
So,CS T&Gr vSt
St,SL Br&Gr
SlS St,rt,cc,SL Gr&T
No Sample vSt,SL Br&Gr
St,cc,SL Gr&TSlS vSt,SL St
Br&Gr
So,cc Gr&T St
St,cc Br&Gr
M Gr&Br So,SlS,Wd
M So So,CS
So So,CS
SS So
CS
0.0101 CS,S
CS
So,SS So,CS vSo
So,CS vSo,CS
M,CS
vSo,CS
So,CS
So So,CS
So M
So
CS
Gr
GROUND EL. 39.7W or D10
Q
Q
Q
Q
Q
C
C
C
C
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
Date: 10/27/2003
-10
-20
-30
-10
-20
-30
-40
-50
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
BOR. CR-BLC-1U (94-16)
50 FT. SOUTH OF ROAD B/L
30°35'48.998" 91°15'56.988"
BOR. CR-BLC-7U (11-025B)
30°35'48.199" 91°16'3.4"BOR. CR-BLC-6U (03-320)
30°35'49.7" 91°16'32.401" X 3298977.294 Y 762667.106
X 3301512.041 Y 762516.823
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A W
IL
S
O N
P
.E
H -0
-0
A1
SCALE: 1:1
SOIL BORING LOGS CR-BLC-2U TO CR-BLC-8U
C-602
C R
-B L
C -2
U T
O C
R -B
L C
-8 U
S O
IL
B
O R
IN
G
L O
G S
H -0
-0
C
-6
B o ri n g s .D
G
G1
SCALE: 1:1
SOIL BORING LOGS CR-BLC-9U TO CR-BLC-11U
C-603
C R
-B L
C -9
U T
O C
R -B
L C
-1 U
S O
IL
B
O R
IN
G
L O
G S
H -0
-0
C
-6 B o ri n g s .D
G N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
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XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0
-0
CS,Ox,rt
CS,Ox
SlS St,Ox
Br
No Sample
SlS St,Wd
Br&Gr
CS,Ox Gr&Br&Y CS,Ox Br&T St,SlS,Ox Gr&Br
CS,Ox Br&T
CS Gr
No Sample
CS,Ox Gr&Br
No Sample
CS,Ox
M,Ox
Gr&Br
St,SS,Ox Br&GrSlS
St Gr M,SlS,SS,Ox Gr&Br
CS,Ox
Gr
(37) vSo,SlS,Ox brGr(12)
CS,Ox
M,SlS
CS,Ox
Gr
CS,Ox Gr&Br
CS,Ox Gr
SlS So,Ox Gr&Br
CS Gr&dGr
CS brGr
SlS M,Ox
Br&Gr
CS,Ox Gr
CS,O
Gr&Br
CS,Ox Gr&dGr
CS,Ox Gr
No Sample
M,SlS,Wd,Ox
SlS St,Ox Gr&Br
CS
CS,Ox
CS
SlS So,Ox
Gr
CS,Ox Gr&Br
CS,Ox Gr
SlS M Gr&Br
CS,Ox
CS
St,SlS,Ox
CS,Ox
Gr
GROUND EL. 34.7W or D10
Q
Q
Q
Q
Q
Q
C
C
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
BOR. CR-BLC-9U (11-025B)
STA.
Date: 1/4/201140
-10
-20
-30
-40
-50
-60
-70
M,SlS,Wd,rt,slf CS,Ox Br
SlS M,Ox M,Ox brGr SlS St,Ox Br&Gr
St,Wd,Ox Br
SlS
St,Wd,Ox,SL brGr
So,SlS,Ox,Wd Br&Gr
CS,Ox Br
CS,Ox Br&Gr
CS,Ox Br
No Sample
CS,Ox Gr&Br
CS,Ox Gr(5)
No Sample
CS,Ox Gr(6)
No Sample
CS,Ox Gr(5)
No Sample
CS,O
SlS M,Wd
CS
CS,O
Gr
St,Ox Gr&Br
M Gr
SlS
St Gr&Br
CS,Ox St,SlS,Ox
CS,Ox
CS,Wd,O
SlS M,Ox
Gr
CS,Ox brGr
CS Br&Gr
CS,O
Gr
No Sample
CS,Ox Gr(26)
Date: 1/4/2011
GROUND EL. 36.6W or D10
Q
Q
Q
Q
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
-10
-20
-30
-40
-50
STA.
BOR. CR-BLC-10U (11-025B)
M,Wd,rt,Ox Br SlS
St,Wd,rt,Ox Br&Gr
SlS M,Wd,Ox Br
St,Wd,rt,Ox
St,Wd,cc,OxSlS
M,Wd,Ox
Br&Gr
SlS St,Ox,Wd
St,Ox,Wd
St,Wd,Ox,rt
St,Wd,Ox
Gr&Br
M,Wd,rt,Ox
SlS
M,Wd,cc
Gr
St,Ox gnGr SlS
St,Ox
Ox
St,SlS,Ox
Gr
SlS vSt,cc,Ox
St,Ox gnGr
M,Ox,Wd lGr&Br
M Gr&gnGr
St,Ox Gr&Br
SlS vSt,Wd,Ox
St,Ox
SlS vSt,Ox gnGr
SlS vSt,Wd,Ox CS,Ox gnGr&Br
St,SlS,Wd,Ox Gr&Br&Y
St,Wd,Ox SlS vSt,Ox
Y&T
SlS St,cc,Ox Y&T&Gr
Date: 1/14/2011
GROUND EL. 35.3W or D10
Q
Q
Q
Q
Q
Q
Q
C
C
C
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
BOR. CR-BLC-11U (11-025B)
STA.
-10
-20
-30
-40
-50
30°35'52.001" 91°16'26.198"
30°35'51.202" 91°16'10.6"
30°35'53.099" 91°16'21.202"
X 3299955.894 Y 763011.019 X 3299519.310 Y 762899.857
X 3300882.597 Y 762819.865
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
HAND AUGER BORING DATA FROM STOCKPILE 2A - QUICK SECTION
C-603A
Q U
IC
K
S E
C T
IO
N
H A
N D
A U
G E
R B
O R
IN
G
D A
T A
F R
O M
S T
O C
K P
IL
E
A
H -0
-0
C
-6
A
S to c k
B o r.
D
G N
CA-03 AND CA-04 WERE REMOVED BECAUSE THEY WERE NOT IN THE FULL STOCKPILE SECTION.
THEY WERE NOT IN THE FULL STOCKPILE SECTION.
BORING LOGS CA-03 AND CA-04 WERE REMOVED BECAUSE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
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S I Z
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M A
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D E
S C
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N D
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SHEET ID
F L
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M
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C O
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N
P R
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C T
B R
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K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
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P A
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IS
H
L A
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W O
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D
IS
T R
IC
T
L E
A K
E A
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N U
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N E
W O
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E A
N S
L
A
F
IL
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A M
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F
IL
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B E
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P T
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B E
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US Army Corps
U .S
A
R M
Y C
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P S
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IN
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G K
R A
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S E
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G K
R A
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S E
R P
.E
M C
R A
W F
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D P
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A W
IL
S
O N
P
.E
H -0
-0
F R
O M
S T
O C
K P
IL
E
HAND AUGER BORING LOGS CA-01, CA-02, AND CA-05 TO CA-10 FROM STOCKPILE 2A
C-603B
C A
-0 C
A -0
A
N D
C A
-0 T
O C
A -1
H A
N D
A U
G E
R B
O R
IN
G
L O
G S
H -0
-0
C
-6
B
S to c k
B o r.
D
G N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
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IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
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K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0
-0
STAGE HYDROGRAPHS - RED RIVER LANDING STATION 01120
C-604
R E
D R
IV
E
R L
A N
D
IN
G L
A
S T
A T
IO
N
S T
A G
E H
Y D
R O
G R
A P
H S
H -0
-0
C
-6
H y d ro g ra p h .D
G N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
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SHEET ID
F L
O O
D C
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T R
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A
M
IT
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M
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IO
N
P R
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T R
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A N
D G
U
ID
E L
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P A
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H
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D
IS
T R
IC
T
L E
A K
E A
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N E
W O
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L
A
F
IL
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E
F
IL
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P T
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B E
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A N
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
G K
R A
U S
S E
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G K
R A
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R P
.E
M C
R A
W F
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D P
.E
A W
IL
S
O N
P
.E
H -0
-0
ARE DEPENDENT UPON VAGARIES OF NATURE AND MAY DIFFER DRASTICALLY AT ANY TIME FROM ANY HISTORICAL PATTERN THAT MIGHT BE INFERRED.
THE SUCCESSFUL OFFEROR IS EXPECTED TO UNDERSTAND THE FACT THAT FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL PATTERNS, THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY AND NO PREDICTION IS INTENDED AS TO FUTURE WATER STAGES.
13 14 15
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -10 -10
0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
16 17 18
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -10 -10
0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
19 20 21
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -10 -10
0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
22 23 24
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -10 -10
0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
STAGE HYDROGRAPHS - BATON ROUGE STATION 01160
C-605
B A
T O
N R
O U
G E
L
A
S T
A T
IO
N
S T
A G
E H
Y D
R O
G R
A P
H S
H -0
-0
C
-6
H y d ro g ra p h .D
G N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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T
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B Y
C H
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K E
D B
Y
D R
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N B
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D E
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N N
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A
M
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C L
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T R
U C
T U
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A N
D G
U
ID
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E V
E E
E A
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B A
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H
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W O
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D
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IC
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W O
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L
A
F
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F
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ARE DEPENDENT UPON VAGARIES OF NATURE AND MAY DIFFER DRASTICALLY AT ANY TIME FROM ANY HISTORICAL PATTERN THAT MIGHT BE INFERRED.
THE SUCCESSFUL OFFEROR IS EXPECTED TO UNDERSTAND THE FACT THAT FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL PATTERNS, THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY AND NO PREDICTION IS INTENDED AS TO FUTURE WATER STAGES.
12 13 14
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
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JUL
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AUG
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SEP
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OCT
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DEC
10 20
JAN
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FEB
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MAR
10 20
APR
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MAY
10 20
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OCT
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DEC
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APR
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JAN
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FEB
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DEC
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JAN
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MAR
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APR
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MAY
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NOV
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DEC
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JAN
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FEB
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MAR
10 20
APR
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MAY
10 20
JUN
10 20
JUL
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AUG
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SEP
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NOV
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10 20 -10 -10
0 0
10 10
20 20
30 30
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JAN
10 20
FEB
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MAR
10 20
APR
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MAY
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JUN
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JUL
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AUG
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SEP
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OCT
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NOV
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DEC
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JAN
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FEB
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MAR
10 20
APR
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MAY
10 20
JUN
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JUL
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AUG
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SEP
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OCT
10 20
NOV
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DEC
10 20
JAN
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FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -10 -10
0 0
10 10
20 20
30 30
40 40
50 50
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80 80
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JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
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10 20
OCT
10 20
NOV
10 20
DEC
10 20 -10 -10
0 0
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20 20
30 30
40 40
50 50
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
0+00 DISTANCE (FEET) NAD83
E L
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
0+50 DISTANCE (FEET) NAD83
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
1+00 DISTANCE (FEET) NAD83
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
1+50 DISTANCE (FEET) NAD83
FILL VOLUMES DETERMINED BY END AREA METHOD
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SCALE: 1" = 20'
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2+00 DISTANCE (FEET) NAD83
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
2+50 DISTANCE (FEET) NAD83
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
3+38 DISTANCE (FEET) NAD83
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3+50 DISTANCE (FEET) NAD83
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
4+00 DISTANCE (FEET) NAD83
E L
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
4+50 DISTANCE (FEET) NAD83
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
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