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®of Engineers
US Army Corps of Engineers
US Army Corps
Contract: W912EE-XX-X-XXXX
C h ie f, D e s ig n B ra n c h
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Vicksburg District
C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n
Work Authorization (Ex.: FCMR&T)
WEST BANK SEEPAGE CONTROL
G-001
C O
V E
R S
H E
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WEST BANK, MISSISSIPPI RIVER LEVEES
FC/MR&T
MADISON PARISH, LOUISIANA
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Jan 2016
WILLOW POINT - YOUNGS POINT, ITEM 457-R
Solicitation: W912EE-16-B-0002
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GENERAL PLAN
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RELIEF WELL LAYOUT
DWG. NO. DESCRIPTION
INDEX TO DRAWINGS
COVER SHEET
X-201
C-501
BORING LEGEND
C-104
G-001
B-001
G-002
C-101
C-102
C-103
B-101
B-102
C-105
S-101
CULVERT REPLACEMENT - PLAN AND CULVERT "A"
CULVERT REPLACEMENT - CULVERTS "B" AND "C"
BORING LAYOUT - STA. 2322+00 TO 2430+00
BORING PROFILES - FOUNDATION BORINGS
STAGE HYDROGRAPHS - VICKSBURG GAGE
X-202 STAGE HYDROGRAPHS - VICKSBURG GAGE
C-502 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILSSTORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
STORM WATER POLLUTION PREVENTION PLAN
N N
SCALE: NONE
SCALE: NONE
VICINITY MAP
PROJECT LOCATION, VICINITY MAP AND INDEX TO DRAWINGS
RELIEF WELL DETAIL
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U .S
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EL.88.130
NAIL FLY PT 102 (RTK)EL.88.375
NAIL FLY PT 103 (RTK)
EL.88.549
NAIL FLY PT 104 (RTK)
EL.88.848
NAIL FLY PT 105 (RTK)
EL.88.945
NAIL FLY PT 109 (RTK)
LEGEND
UNDISTURBED SAMPLING LOCATION
S T
A
S T
A
LIMESTONE ROAD
LOUISIANA
MISSISSIPPI
N
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T T
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X
X
X
X
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X X X X
X X
X
X
X
X X
X X
X X
X
X X
X X
X
X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
X
X
X
X
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H
D Y
H
D Y
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D Y
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H
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D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
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D Y
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SEC. 33
SEC. 34
SEC. 35
SEC. 36 SEC. 37
SEC. 38
SEC. 39
SEC. 1
SEC. 2
SEC. 62
SEC. 20
SEC. 19
T
T
X
MISSISSIPPI RIVER
W
E
W
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X
X
X
X
X
X
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W
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X
X
X
X
X
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W Y
F U
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F U
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F U
W Y
F U
STA. 2322+00
UPPER LIMIT OF ITEM 457-R
MADISON PARISH
L O U I S I A N A
EL.89.297
NAIL FLY PT 108 (RTK)
W A T E
R
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EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
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2255.6516'
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US Army Corps
U .S
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US Army Corps
U .S
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FOR BORING LEGEND, SEE B-001.
NOTE:
WYF-18-81U
160 FT. L/S C/L OF TOE
STA. 2360+00
FIELD BOOK NO. - 6610
04-27-1981
G.S.E. 88.7
CL
CH
CL
CH
CL
SM
Br
Br&Gr
Gr&Br
Gr
SIS,St,cc
SIS,M,SL,cc,Lg
SIS,St,SL,cc
SIS,M,SL,cc,Lg
St,SSIS
SIS,M,SL
SIS,M,SL,Lg
SIS,M,SL,cc,CR,Lg
SIS,St
W D
10LL PL
35.0
42.0 670
32.0
45.0 530,670
27.0
52.0 680
42.0 720
36.0 550,620
34.0
WYF-19-81U
130 FT. R/S C/L
STA. 2385+00
FIELD BOOK NO. - 6610
04-28-1981
G.S.E. 87.2
CL
CH
CL
CH
ML
SM
SP
SM
SP
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S
Lg
F,Lg
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W D
10LL PL
42.0
40.0 850
40.0
42.0 620
26.0
35.0 820
0.150
0.085
0.150
2355+00 2360+00 2365+00 2380+00 2385+00
STATIONING IN FEET
2390+00
STATIONING IN FEET
E L
E V
A T I O
N
F
T
.G .V .D
WYF-20-81U
150 FT. R/S C/L OF TOE
STA. 2400+00
04-28-1981
G.S.E. 87.1
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CH
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Br
Gr
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SIS,M,SL,cc,Lg
SIS,St,SL,cc,Lg
CS,cc
S,Lg
Lg
W D
10LL PL
38.0
43.0 420,640
38.0 810
28.0 760
41.0 660
34.0 1020
33.0
WYF-21-81U
150 FT. R/S C/L
STA. 2420+00
FIELD BOOK NO. - 6615
05-04-1981
G.S.E. 86.9
CH
ML
CL
ML
SM
SP
Br
Gr&Br
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SIS,M,SL,cc,Lg
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SIS,M,SL,cc,Lg
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10LL PL
30.0
35.0
44.0
44.0 530,400
35.0
33.0 840
31.0
33.0 1470
0.075
0.180
0.160
0.200
0.200
2395+00 2400+00 2405+00 2415+00 2420+00
-10
STATIONING IN FEET
-10
2425+00
General samples were taken with a 2.5 inch drive tube.
Undisturbed samples were taken with a 5 in. vacuum tube.
STATIONING IN FEET
NOTES:
Borings made by rotary drilling method with mud.
RELIEF WELLS ARE LOCATED BETWEEN STA. 2359+50 AND STA. 2420+50.
FIELD BOOK NO. - 6610
E L
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IN
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E G
E N
D
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
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T
IO
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N T
R A
C T N
O
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T E
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P R
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R S
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IC
K S
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R G D
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T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps a u t o t im e
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
W E
E -0
-C -x x x x
M
J A
N
M A
D
IS
O N P
A R
IS
H L
O U
IS
IA
N A
W
IL
L O
W P
O
IN
T Y
O U
N G
S P
O
IN
T
IT
E M
-R
W E
S T B
A N
K M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S
F C /M
R
T
W E
E -1
-B -0
:1
B-001
B -0
B o rl e g .d g n
NOTES:
Are natural water contents in percent dry weight
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, gravely sands
SAND, Poorly-Graded, gravely sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION
SYMBOLS TO LEFT OF BORING
Ground - water surface and date observed
VS
T
Q
R
S
C
FIGURES TO RIGHT OF BORING
Are values of cohesion in lbs./sq. ft from unconfined compression test
Denotes location of consolidation test **
Denotes location of consolidated - drained direct shear test **
Denotes location of consolidated - undrained triaxial compression test **
Denotes location of unconsolidated - undrained triaxial compression test **
Denotes location of vane shear test **
Denotes location of sample subjected to consolidation test and each of the above three types of shear test **
FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Denotes free waterFW
Are liquid limits and plastic limits, respectfully per second of undisturbed sample
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
Where underlined with a dashed line denotes laboratory permeability in centimeters
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
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt
Wd
DESCRIPTIVE SYMBOLS
SYM
BOL
LETTER
SYMBOL
CLEAN
GRAVEL
CLEAN
SAND
SANDS
WITH FINES
SILTS AND
CLAYS
SILTS AND
HIGHLY ORGANIC SOILS
WOOD
NO SAMPLE
F
IN
E G
R A
IN
E D S
O
IL
S C
O A
R S
A
IN
E D S
O
IL
S
G R
A V
E L
S S
A N
D S
MAJOR DIVISION TYPE
GRAVEL
WITH FINES
(Appreciable
(Appreciable
Amount of
Fines)
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols
A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)
(Liquid Limit < 50)
(Liquid Limit > 50)
M o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n
Amount of Fines)
(Little or No Fines)
(Little or No Fines)
CLAYS
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
When underlined denotes D size in mm *
M o re t h a n h a lf o f c o a rs e o .4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n
N o s ie v e s iz e
N o .2 s ie v e s iz e
M o re t h a n h a lf o f th e m a te ri a l is s m a ll e r th a n
" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8
(1
In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler
CONSISTENCY
FOR COHESIVE SOILS
COLOR MODIFICATIONS MODIFICATIONS
* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .
10 10 on the drawings.
** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs
0 20 40 60 80
OH
MH
CH
"U L
IN
E
"A
LI
N E
CL
CL - ML OL
ML
L. L. - LIQUID LIMIT
PLASTICITY CHART
For classification of fine - grained soils
P I P
L A
S T
IC
IT
Y I
N D
E X
CONSISTENCY
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
SYMBOL
COHESION IN LBS./SQ. FT. FROM
UNCONFINED COMPRESSION TEST
vSo
So
M
St vSt
H
2000 - 4000
1000 - 2000
500 - 1000
250 - 500
< 250
> 4000
SYMBOLCOLOR
T
Y
R
BK
GR
lGr dGr
Br lBr dBr br Gr gy Br gn Gr gy Gn
Gn
Bl
Bl Gn
Wh rd
Mot
SSIS
SISS
w/
D vD
Tr-
F
M
C cc rt lg sh sds slf
O
CS
SIS
SS
S
G
B
SL
Wd
Ox
Cr
Lo
Veg
MODIFICATION SYMBOLMODIFICATION
Sandy Silt strata
Silty Sand strata
With
Dense
Very Dense
Traces
Fine
Medium
Coarse
Concretions
Rootlets
Lignite fragments
Shale fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Silt strata or lenses
Sand strata or lenses
Sandy
Gravely
Boulders
Slickensides
Wood
Oxidized
Crumbly
Loose
Vegetation
REDDISH
MOTTLED
WHITE
BLUE - GREEN
BLUE
GREEN
GRAYISH - GREEN
GREENISH - GRAY
GRAYISH - BROWN
BROWNISH - GRAY
DARK BROWN
LIGHT BROWN
BROWN
DARK GRAY
LIGHT GRAY
GRAY
BLACK
RED
YELLOW
TAN
COLOR
SYMBOL
considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.
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
1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.
that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates
2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.
examination and is approximate, except within those vertical reaches of the borings where shear
3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual
ASTM D 2487, (2006) Classification of Soils for Engineering Purposes.
4. The detailed explanation of the Unified Soil Classification System is presented in
10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
5. Boring profiles are presented NGVD 29. See plan sheets for datum references.
GENERAL NOTES
W
2.
3.
4.
A.
B.
C.
D.
E.
UTILITY OWNERS AND POINTS OF CONTACT:
PHONE: (318)574-4487
SONDHEIMER, LA 71276
ROUTE 1 BOX 36
MR. PAUL RATLIFF
TERRELL'S RIVER SERVICE (PIPELINE)
PHONE: (318)574-2181
TALLULAH, LA 71282
1603 FELICIA DR.
MR. CLYDE THOMPSON
MADISON PARISH PORT COMMISSION (RAILROAD)
PHONE: (318)398-1500
MONROE, LA 71202
154 ELLINGTON DRIVE
B.E. & K. CONTRACTORS, INC.
BELLSOUTH TELECOMMUNICATIONS, INC.
PHONE: (318)878-2571
DELHI, LA 71232
594 U.S. HWY 80
MR. FRANK HOUSE
ENTERGY
PHONE: (318)574-2463
TALLULAH, LA 71282
ROUTE 2 BOX 44
MR. JOHN REECE
WALNUT BAYOU WATER ASSOCIATION
T17, T18 - R13E
AND ARE APPROXIMATE.
FEATURES WERE TAKEN FROM AERIAL PHOTOGRAPHS
SECTION LINES AND SOME TOPOGRAPHIC
NUMBERED IN THE FIELD BY THE CONTRACTOR.
EXACT LOCATIONS ARE TO BE FLAGGED AND
PERPENDICULAR TO EXISTING LEVEE BASELINE.
RELIEF WELL LOCATIONS ARE STATIONED
FOR DETAILS.
THE EXISTING LEVEE BASELINE. SEE DWG C-103
RIGHT-OF-WAY DISTANCES ARE MEASURED FROM
TRAVERSE DATA BASED ON STATE PLANE
PLAN
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
W E
S T B
A N
K S
E E
P A
G E C
O N
T R
O L
J U
N
D Z
C
D Z
C B
S C
C -1
P
L A
N .D
G N
.6
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
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T E
A P
P R
®of Engineers
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A R
M Y C
O R
P S O
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IC
K S
B U
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M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
W E
E -0
-C -x x x x
M
J A
N
M A
D
IS
O N P
A R
IS
H L
O U
IS
IA
N A
W
IL
L O
W P
O
IN
T Y
O U
N G
S P
O
IN
T
IT
E M
-R
W E
S T B
A N
K M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S
F C /M
R
T
W E
E -1
-B -0
N
LOUISIANA
MISSISSIP
PI
1.
NOTES:
T T
T
T
W
W
W
W
W
W
W
W
W W
W
W
W
W W W
E E
E
E
E EE
E E E E
E
E
X
XX
X
X
X
X
X
X X
X
X X
X X
X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
W
VW
V W
V
W V
W V
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
WOODS
SEC. 35
SEC. 36 SEC. 37
SEC. 38
SEC. 39
SEC. 1
SEC. 2
SEC. 62 SEC. 20
SEC. 19
T
T
X
2350 2355 2360 2365 2370 2375 2380 2385 2390 2395
W
ASPHALT ROAD
CULTIVATED FIELD
WOODS
MADISON PARISH PORT
LANDSIDE RAMP 24
W
E
X
X
SEC.
CULTIVATED FIELD
MISSISSIPPI RIVER
NAD 83 COORDINATE DATUM
TRAVERSE DATA BASED ON MISSISSIPPI WEST ZONE
NOTE:
ASPHALT ROAD
ASPHALT ROAD
BASELINE
EXISTING LEVEE
0 500 1000FT
SCALE: 1''- 500'
L O U I S I A N A
MADISON PARISH
Y X DESCRIPTIONZIR
COORDINATE SYSTEM, NAD83 MISSISSIPPI
WEST ZONE. ELEVATIONS IN FEET, N.A.V.D.88.
SURVEY DATE:JAN 5-14,2015
SURVEYED BY:CHUSTZ SURVEYING
F.B. 41964,41965
IR RWELL-2 (2015) 1087048.661 2052408.089 124.447 (GPS-NAD83(2011) Ms.W.-NAVD88)
BM MRL-R-27(2013) 1089298.175 2051445.817 123.917 (DP1630)NAD83(2011) Ms W-NAVD88)
IR RWELL-1 (2015) 1091829.540 2051396.403 125.377 (GPS-NAD83(2011) (Ms.W.-NAVD88)
BM PI-596(60) 1089339.355 2051406.075 116.647 (NAD83(2011) (Ms.W.-NAVD88)
BM PI-604A (84) 1084765.945 2053378.448 117.035 (NAD83(2011) (Ms.W.-NAVD88)
C-101
S T
A . 2
E L
L
G P S
N A
D
M s
W
N A
V D
P I a
N
C O
V E
R E
D
P I a
N
C O
V E
R E
D
P I a
N
C O
V E
R E
D
E L
B
L
R
D P
N A
D
N A
V D
A
N
C O
V E
R E
D
EL.
6.
BM
PI
-5
(NAD8
3(
(Ms
.W.
-NAVD8
8)
P I a
N
C O
V E
R E
D
E L
E L
L
G P
S
N A
D s
W
E L
A
N A
D
M s
W
N A
V D
P I a
N
C O
V E
R E
D
G E
N E
R A
L P
L A
N
W A T E
R
F
A U
C E T
G A S
P I P E L I
R K E
R
T O P
E L
S T E
T E
R
T
A N
K
F I
D R
A N T
H Y
D R
A N T
F I
R E
M E T E
R W
A T E R
S I G N
E N T E R G Y
P I P E L I N E
G A S
P I P E L I
R K E
R
TOE L
EVEE
TOE L
EVEE
TOE L
EVEE
TOE LEVEE
CROWN LEVEE
CL LEVEE
CROWN LEVEE
EDGE ROAD
EDGE ROAD
P P P P
P
P
P P
S
C
C
C
C C
W
TRAVERSE DATA BASED ON STATE PLANE
B-1
B-2
B-3B-4
B-5B-6
B-7B-8
B-10
B-12
B-13B-14
B-15B-16
B-17
B-18
B-19
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-19
B-18
X Y
2052034.973 1087305.928
2051175.487 1089291.983
2051172.395 1089465.349
2050756.819 1089774.279
2050754.901 1089881.835
2050674.881 1089882.243
2050670.863 1090107.266
2051088.968 1090217.528
2051080.022 1090719.037
2051141.130 1090719.804
2051124.815 1092019.702
2051139.814 1092019.890
2051137.309 1092219.874
2051112.306 1092219.560
2051109.796 1092419.545
2051134.794 1092419.858
2051118.850 1093519.535
ON RIVERSIDE LEVEE CROWN
NAD 83 COORDINATES
MISSISSIPPI, WEST ZONE
R/W POINT
R/W LIMIT COORDINATES
ROW
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
W E
S T B
A N
K S
E E
P A
G E C
O N
T R
O L
J U
N
D Z
C
D Z
C B
S C
C -1
R
IG
H T O
F W
A Y P
L A
N .D
G N
.0
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
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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
U .S
A R
M Y C
O R
P S O
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IS
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IS
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US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
W E
E -0
-C -x x x x
M
J A
N
M A
D
IS
O N P
A R
IS
H L
O U
IS
IA
N A
W
IL
L O
W P
O
IN
T Y
O U
N G
S P
O
IN
T
IT
E M
-R
W E
S T B
A N
K M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S
F C /M
R
T
W E
E -1
-B -0
R
IG
H T O
F W
A Y P
L A
N
C-102
LIMESTONE ROAD
N
T T
T
W
W
W
W
W
W
W
W
W W
W
W
W
W W W
E E
E
E
E EE
E E E E
E
E
X
XX
X
X
X
X
X
X
X
X X
X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
W
VW
V W
V
W V
W V
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
D Y
H
X
W
W
E
X
X
BASELINE
EXISTING LEVEE
L O U I S I A N A
MADISON PARISH
CULTIVATED FIELD
SEC. 20
SEC. 19
ASPHALT ROAD
SEC. 39
SEC. 62
S T
A . 2
ASPHALT ROAD
SEC. 1
T
T
SEC. 2
SEC.
WOODS
SEC. 36
SEC. 37
WOODS
MISSISSIPPI RIVER
MADISON PARISH PORT
SEC. 38
T17, T18 - R13E
RIGHT OF WAY PLAN
P I a
N
C O
V E
R E
D
P I a
N
C O
V E
R E
D
ASPHALT ROAD
LANDSIDE RAMP
TOE
LEVEE
O
W
150' 75'
ROW
0 300 300 600FT 150
S T
A
AZ.
6° '5
6.
2"
.3
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
SCALE: 1 = 300
E L
E L
L
G P
S
N A
D s
W
E L
L
R
D P
N A
D
N A
V D
X
C ROAD
20.0' +/- FROM
L
CULTIVATED FIELD
S T
A
R O
W
ROW
RI
VERSI
DE
LEVEE
CROWN
ROW = RIVERSIDE LEVEE CROWN LEVEE CROWN
ROW = RIVERSIDE
LEVEE CROWN
ROW = RIVERSIDE
OF ROAD C
25' EITHER SIDE
L
ON RIVERSIDE LEVEE CROWN
RIGHTS-OF-WAY
RIGHTS-OF-WAY (TEMPORARY)
Y X DESCRIPTIONZIR
COORDINATE SYSTEM, NAD83 MISSISSIPPI
WEST ZONE. ELEVATIONS IN FEET, N.A.V.D.88.
SURVEY DATE:JAN 5-14,2015
SURVEYED BY:CHUSTZ SURVEYING
F.B. 41964,41965
IR RWELL-2 (2015) 1087048.661 2052408.089 124.447 (GPS-NAD83(2011) Ms.W.-NAVD88)
BM MRL-R-27(2013) 1089298.175 2051445.817 123.917 (DP1630)NAD83(2011) Ms W-NAVD88)
IR RWELL-1 (2015) 1091829.540 2051396.403 125.377 (GPS-NAD83(2011) (Ms.W.-NAVD88)
BM PI-596(60) 1089339.355 2051406.075 116.647 (NAD83(2011) (Ms.W.-NAVD88)
BM PI-604A (84) 1084765.945 2053378.448 117.035 (NAD83(2011) (Ms.W.-NAVD88)
X
ROW
(TEMPORARY)
SIDE EDGE OF ROAD
ROW (TEMPORARY) = LEVEE
R O
W
T E
M P
O R
A R
Y
W A T E R
F
A U C E T
T O P
E L
S T E
T E R
T
A N
K
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
F I
D R
A N T
H Y
D R
A N T
F I R E
M E T E R
W A T E R
EDGE O
F R
OAD
EDGE O
F R
OAD &
TOP
BANK
TOE L
EVEE
TOE L
EVEE
EDGE O
F R
OAD
EDGE O
F R
OAD &
TOP
BANK
TOE L
EVEE
EDGE OF ROAD
EDGE OF ROAD & TOP BANK
TOE LEVEE
C L
P A V E D
R O A D
CL PAVED ROAD
CL P
AVED R
OAD
CL P
AVED R
OAD
C L
P
A V E
D
R
O A
D
C L
P A V E D
R O A D
E D G E
P A V E D
R O A D
E D G E
P A V E D
R O A D
E D G E
P A V E D
R O A D
C L
P A V E D
R O A D
E D G E
P A V E D
R O A D
CROWN LEVEE
CL LEVEE
CROWN LEVEE
EDGE ROAD
EDGE ROAD
P P P
P
NAD 83 COORDINATE DATUM
TRAVERSE DATA BASED ON MISSISSIPPI WEST ZONE
NOTE:
P P
S
B-11
'2
B-9
ROW
CONCRETE ROAD
2377+00
2379+50
2382+00
2384+50
2387+00
2389+50
2392+00
2396+00
2398+50
2401+00
2403+50
2406+00
2408+50
2411+00
2413+50
2416+00
2418+50
2420+50
TOTAL
LIMESTONE ROAD
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
W E
S T B
A N
K S
E E
P A
G E C
O N
T R
O L
W A
T
L V
E
W A
T
U C
E T
S T
R E
E T
S I
G N
W A
R N I
L E
P H
O
X
L I
G H
T S
G
P E
L I
R K
E R
LANDSIDE
RIVERSIDE
C A
T T
P
S L
A B
C O
N C
R E
T E
S L
A B
C O
N C
T
S T
E
T
N K
S L
A B
C O
N C
S L
A B
C O
N C
G U
A
I
L
P
P E
H I
G H
S L
A B
C O
N C
B O
X
E L
E C
T R I
C
M
H
F E
N C
E
C Y
C L
O N
E
F E
N C
E
C Y
C L
O N
E
P I
U S
T
P I
P E
L I
E R
H E
A D
C R O
W N
O F
R O C K
R A I L R O A D
B E D
CROWN OF ROCK RAILROAD BED
CROWN OF ROCK RAILROAD BED
CROWN OF ROCK RAILROAD BED
W O
O D
S
W O
O D
S
W O
O D
S
TOE LEVEE
TOE LEVEE
E D G E
O F
R O C K
R A I L R O A D
B E D
E D G E
O F
R O C K
R A I L R O A D
B E D
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
EDGE OF ROCK RAILROAD BED
TOE LEVEE
CROWN LEVEE
CL LEVEE
E L
I
N V
E
R I
E D
T O
P
N
L V
E R
T
E L
I
N V
E
R I
E D
T O
P
N
L V
E R
T
F E
N C
E
C Y
C L
O N
E
TOE LEVEE
F E
N C
E
C Y
C L
O N
E
S L
A B
C O
N C
T E
L E
P H
O
X
S T
R E
G N
X
G N
G N
G N
G U
A
S T
N C
R E
T E
T E
L E
B O
X
G U
A
S T
N C
R E
T E
ROCK RAILROAD BED
TOP BANK
TOP BANK
TOE
TOE
TOE
CL DITCH
ROCK RAILROAD BED
P P
G
R E
F I
D R
A N
T
G
R E
F I
D R
A N
T
B O
X
T E
L E
P H
O N
E
G
R E
H Y
D R
A N
T
F I
R E
B U I
L D I
N G
M E
T A
L
D R I
V E
C O
N C
D R I
V E
C O
N C
F E
N C
E
C Y
C L
O N
E
S L
A B
C O
N C
G A
S T
F I
D R
A N
T
B U I
L D I
N G
M E
T A
L
B U I
L D I
N G
S
M E
T A
L
P P
T
M
H
S E
W E
R
S L
A B
C O
N C
T O E
S L
A B
C O
N C
S L
A B
C O
N C
P P
E L
T
N C
R E
L L
R O
A D
L I
M E
S T
O N
E
L I
M E S T
O N E
R
O A
D
TOP BANK
TOP BANK AND TOE LEVEE
P P
P
PH
Y
D R
A N
T
F I
R E
G
R E
P P
P P
G
R E
S
G
R E
S
G
R E
G
R E
M A
R K
E R
U N
D E
R G
R O
U
B L
E
S E
R V I
L E
P O
L E
S E
R V I
C E
M E
T E
R
W A
T E
R
B O
X
T E
L E
G R
A V
R K I
T
S I
G N
E N
T E
R
P E
L I
N E
TOE RR BED
TOP BANK
TOP BANK
E l e v
I N
V E
R T
M E
L V
E R
T
E l e v
E l e v
I N
V E
R T
P
S I
G N
S
B O
X
T E
L E
P H
O N
E
I N
V
E L
T
W
N H
O
8 S I
G N
B O
X
M A I
L
S L
A B
C O
N C
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C O
N C
C U
L V
I N
V
E L
T
C O
N C
C U
L V
I N
V
E L
T
C O
N C
C U
L V
I N
V
E L
T
C O
N C
C U
L V
G
P E
L I
R K
E R
I N
V
E L
T
C
M
P
I N
V
E L
T
S T
E
P E
I N
V
E L
T
S T
E
P E
I N
V
E L
T
R
C
P
TOE RR BED
I N
V
E L
T
R
C
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
I N
V
E L
T
C
M
P
EDGE O
F R
OAD
EDGE O
F R
OAD &
TOP
BANK
TOP
BANK
TOE L
EVEE
TOE L
EVEE
TOE B
ERM
TOE B
ERM
TOE L
EVEE
TO
E
LE
VE
E
EDGE O
F R
OAD
EDGE O
F R
OAD &
TOP
BANK
TOP
BANK
TOE L
EVEE
EDGE OF ROAD
EDGE OF ROAD & TOP BANK
TOP BANK
TOE LEVEE
C L
P A V E D
R O A D
CL PAVED ROAD
CL P
AVED R
OAD
CL P
AVED R
OAD
V
A D
C L
P A V E D
R O A D
E D G E
P A V E D
R O A D
E D G E
P A V E D
R O A D
T O P
B A N K
T O P
B A N K
T O P
B A N K
O F
D I T C H
T O P
B A N K
O F
D I T C H
T O P
B A N K
O F
D I T C H
T O P
B A N K
O F
D I T C H
TOE RR BED
TOE RR BED
T O P
B A N K
O F
D I T C H
T O P
B A N K
O F
D I T C H
T O P
B A N K
O F
D I T C H
T O P
B A N K
O F
D I T C H
T O P
B A N K
E D G E
P A V E D
R O A D
C L
P A V E D
R O A D
E D G E
P A V E D
R O A D
T O P
B A N K
TOP BANK
TOP BANK
TOE LEVEE
V
A D
2376.0944'
AZ.179°7'5.55"
2255.6516'
AZ.179°16'51.35"
1171.7823'
AZ.178°58'41.38"
AZ.
6° '5
6.
2"
.3
.3
6'
AZ.
6° '4
5.
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
0 S
T A
S T
A
S T
A
S T
A
S T
A
S T
A
G
R E
O
O U
N
P
M I
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
14 WELLS @ 250' SPACING
15 16
S T
A
WELLS
0' S
PACI
NG
RELIEF WELL
C R
E L
IE
F W
E L L
L
T O
E L
E V
E E
C-103
LANDSIDE
L E
V E
E B
L
C R
O W
N L
E V
E E
C L L
E V
E E
SECTION AT STA. 2359+00
SCALE: NONE
C R
E L
IE
F W
E L L
L
T O
E L
E V
E E
SCALE: NONE
SECTION AT STA. 2401+00
T B
T O
E
T O
E
E D
G E P
A V
E D
R D T
B
C L P
A V
E D
R D
E D
G E P
A V
E D
R D
T O
E B
R E
A K
T O
P B
R E
A K
T O
E B
R E
A K
L E
V E
E B
L
C R
O W
N L
E V
E E
E D
G E S
T O
N E R
D
C L S
T O
N E R
D
E D
G E S
T O
N E R
D
C R
O W
N L
E V
E E
LANDSIDE
CORRDINATE DATUM.
5. TRAVERSE DATA BASED ON MISSISSIPPI WEST ZONE NAD 83
4. REFER TO DWG S-101 FOR RELIEF WELL DETAILS.
3. REFER TO DWG C-103 FOR RIGHT OF WAY INFORMATION.
2. REFER TO DWG C-102 FOR PLAN
OFFICERS REPRESENTATIVE.
FINAL LOCATION IS SUBJECT TO CHANGE AS DIRECTED BY THE CONTRACTING
RELIEF WELL LOCATIONS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR.
1. THE RELIEF WELL COORDINATES PROVIDED ARE FOR APPROXIMATION ONLY.
NOTES:
R E
L
IE
F W
E L L L
A Y
O U
T
APPROXIMATE
10' (TYP)
APPROXIMATE
10' (TYP)
J U
N
D Z
C
D Z
C B
S C
C -1
R E
L
IE
F W
E L L L
A Y
O U
T .D
G N
.6
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
W E
E -0
-C -x x x x
M
J A
N
M A
D
IS
O N P
A R
IS
H L
O U
IS
IA
N A
W
IL
L O
W P
O
IN
T Y
O U
N G
S P
O
IN
T
IT
E M
-R
W E
S T B
A N
K M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S
F C /M
R
T
W E
E -1
-B -0
S
POWERLI
NE
POWERLI
NE
S
POWERLINE
P O
W E R L I
N E
S
W
W
CONCRETE ROAD
C
W
C
POWERLINE
C
CC C
C
C
S
C
RISER (FT.)
LENGTH OF
SCREEN (FT.)
LENGTH OF WELL
TABULATION RELIEF WELL LOCATION
MRL ITEM 457-R
2359+50
2362+00
2364+50
2367+00
2369+50
2372+00
2374+50
WELL
RELIEF
STATION
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
40 60
1000 1500
RELIEF WELL
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
W E
S T B
A N
K S
E E
P A
G E C
O N
T R
O L
C U
L V
E R
T R
E P
L A
C E
M E
N T
C-104
P L
A N A
N D C
U L
V E
R T
A
D Z
C
D Z
C B
S C
C -1
C U
L V
E R
T R
E P
L A
C E
M E
N T .D
G N
J U
N
.3
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
W E
E -0
-C -x x x x
M
J A
N
M A
D
IS
O N P
A R
IS
H L
O U
IS
IA
N A
W
IL
L O
W P
O
IN
T Y
O U
N G
S P
O
IN
T
IT
E M
-R
W E
S T B
A N
K M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S
F C /M
R
T
W E
E -1
-B -0
T T
T
W
E
X X
X X
X X
X
X
X
X
X
X
X X
X
X X
WV
WV WV
WV
D Y
H
D Y
H
W
VW
V W
V
W V
W V
D Y
H
D Y
H
E
E
E
E
ASPHALT ROAD
W
W
W W
1 O N 3
FILL
COMPACTED
(HAND TAMPED)
COMPACTED FILL
1 ON 3
O
N
3.5'
M
IN
1 O N
90°
TYPICAL CROSS SECTION - CMP INSTALLATION
SCALE: NONE
0 100'100'
SCALE: 1 = 100
PROFILE
SCALE: 1" = 10'
10' 10'
SECTION
CUT
FILL
30' CMP
EXISTING GROUND
EXISTING GROUND
PLAN
EXISTING GROUND
1 ON 10 SLOPE TO
CULVERT "A"
CULVERT "A"
SEMICOMPACTED FILL
MATCH WITH EXISTING GROUND ELEVATION
SCALE: NONE
TYPICAL CROSS SECTION - CMP EXCAVATION
8.0'
1'
1:1
1:
8.0'
4.0'
EXISTING GROUND
PLAN
TO EXISTING DITCHES
TIE CULVERT INLET AND DISCHARGE
CULVERT "B" (SEE SHT C-105)
CULVERT "C" (SEE SHT C-105)
ON EITHER SIDE OF DITCH
MATCH FILL TO EXISTING GROUND
EL 83.6 (INLET INVERT)
EL 83.5 (OUTLET INVERT)
EL 83.6 (INLET INVERT)
(OUTLET INVERT)
EL 83.5
ON EITHER SIDE OF DITCH
FILL (MATCH TO EXISTING GROUND
(2) 30' CMP x 50.0'
N N
DISTURBED DITCH EXCAVATION.
FROM EDGED OF ASPHALT ROAD TO 10' BEYOND
7" THICKNESS OF GRANULAR BASE, EXTEND
7" THICK GRANULAR BASE
BASE, EXTEND 8' EITHER SIDE OF CENTER
16' WIDE X 7" THICKNESS OF GRANULAR
GRANULAR BASE
LIMITS OF 7"
16.0'
CROWN LEVEE
CL LEVEE
CROWN LEVEE
EDGE ROAD
EDGE ROAD
858586
86 86
( 34494 3 4495 344
96 34497 34498 3
449 9 345 00 34 501
34502 3 4503 345
04 34505 34506
87 87
C ROADL
89 89
89 2
.0
.0
90 90
90 90
90 90 90 90
91 91
93 93 93
94 94 94
94 94
97 97
99 99
9 99
99 99
100 100
100 100
102102
103103
10310
104 104
106 1
107 107
107 107
108108
108108
109109
110 110
110 110 110 110111 111
111 111 112112
112112
113113
113113114
114 114
115 115
116 116 117117
119119 120 120
120 120
120 120 120 120
121 121
121122 122
123123
123123 123123
124 124
V E
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C -1
C U
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M A
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N
C O
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
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US Army Corps
U .S
A R
M Y C
O R
P S O
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IN
E E
R S
V
IC
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B U
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IP
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US Army Corps
D E
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N B
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H e n ry A
D u la n e y P .E
W E
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-C -x x x x
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-B -0
PROFILE
EXISTING GROUND
30' CMP
CUT
SCALE: 1" = 10'
10' 10'
CULVERT "B"
EXISTING GROUND
PLAN
EL. 83.4 (INLET INVERT)
EL. 83.3 (OUTLET INVERT)
ELEVATION ON EITHER SIDE OF DITCH)
FILL - (MATCH TO EXISTING GROUND
(OUTLET INVERT)
EL. 83.3
(INLET INVERT)
EL. 83.4
TO EXISTING DITCHES
TIE CULVERT INLET AND DISCHARGE
ON EITHER SIDE OF DITCH
MATCH FILL TO EXISTING GROUND
SCALE: 1" = 10'
10' 10'
CULVERT "C"
EXISTING GROUND
30' CMP
ELEVATION ON EITHER SIDE OF DITCH)
FILL - (MATCH TO EXISTING GROUND
CUT
EXISTING ROAD SURFACE
PROFILE
(INLET INVERT)
EL. 83.2
EXISTING GROUND
(OUTLET INVERT)
EL. 83.1
SIDE OF CUT
EXISTING ROAD SURFACE ON EITHER
SURFACING TO MATCH AND TIE TO
SURFACE ON EITHER SIDE OF CUT
MATCH AND TIE TO EXISTING ROAD
TYPICAL SECTION
1V ON 2H
3" ASPHALTIC CONCRETE PAVEMENT
8" BASE MATERIAL
1V O
N 2H
CULVERT DITCH SECTION
SCALE: NONE
PLAN
CULVERT DITCH SECTION
TO EXISTING DITCHES
TIE CULVERT INLET AND DISCHARGE
SURFACE ON EITHER SIDE OF CUT
MATCH AND TIE TO EXISTING ROAD
(2) 30' CMP x 50.0'
(2) 30' CMP x 70.0'
EITHER SIDE OF CUT)
PAVEMENT - (SURFACING TO MATCH EXISTING ROAD SURFACE ON
STONE BACKFILL, 8" BASE MATERIAL & 3" ASPHALTIC CONCRETE
30' CMP
20' +/-
35' +/-
BASE, EXTEND 8' EITHER SIDE OF CENTER
16' WIDE X 7" THICKNESS OF GRANULAR
EXISTING GROUND
1 ON 10 SLOPE TO
DISTURBED DITCH EXCAVATION.
FROM EDGED OF ASPHALT ROAD TO 10' BEYOND
7" THICKNESS OF GRANULAR BASE, EXTEND
GRANULAR BASE
LIMITS OF 7"
16.0'
FOR A TYPE "A" BACKFILL.
SECTION 701.08, BACKFILLING. PARA (A) "GENERAL"
STONE BACKFILL PER REQUIREMENTS IN LA DOTD
1:
1:1
EL. 83.2 (INLET INVERT)
EL. 83.1 (OUTLET INVERT)
1:2 1:2
1:31:3
1:
1:1
95 95
87 8788
C ROAD
L
.0
.0
.0
S
NOTE: SEE SHEET C-103 FOR RELIEF WELL LOCATIONS
RELIEF WELL PROFILE
(M
IN
C E
M E
N T G
R O
U T
M
IN
IM
U M
1"
CHECK VALVE
(SEE DETAIL THIS SHEET)
WELL GUARD
STEEL RISER
8" DIA. STAINLESS
GROUND SURFACE AT WELL CENTERLINE
WELL SCREEN
8" DIA. STAINLESS STEEL
STEEL END PLATE WELDED TO SCREEN
" DIAMETER, STAINLESS8
5" THICK x 84
1'
S E
A L
B E
N T
O N
IT
E
45'
6" MIN. FILTER MATERIAL
MIN. OF 5' ABOVE WELL SCREEN
FILTER MATERIAL SHALL EXTEND
180 DEGREES APART
" HOLE (2 EA.)8
WELL GUARD
18" DIA.
N.T.S.
N.T.S.
REQUIRED PER WELL)
FILLED WITH CONC. PAINTED (4
4 - 4" DIA SCHEDULE 40 STEEL POST
PAINTED (6 REQUIRED PER WELL)
6 - 4" DIA SCHEDULE 40 STEEL POST
REQUIRED PER WELL)
STEEL POST PAINTED (4
40 4 - 4" DIA SCHEDULE
PAINTED (6 REQUIRED PER WELL)
6 - 4" DIA SCHEDULE 40 STEEL POST
S-101
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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
N T
R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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1.5" WELDED METAL J-HOOKS
6"
CONCRETE
WELL GUARDS
WELL GUARDS
SLAB
6" BELOW CONC.
GROUND SURFACE
REQUIRED ON THE LEVEE SIDE
NO HORIZONTAL BRACING
1/4" MINIMUM THICKNESS
1.5" WELDED METAL J-HOOK
1/4" MINIMUM THICKNESS
1.5" WELDED METAL J-HOOK
6"
AND GUARD POSTS
AND GUARD POSTS
DIA.
8"
6" THICK (BROOMED FINISHED)
7'x7' REINFORCED CONCRETE SLAB
7 7"
2•"(TYP.)
WELL GUARD
DETAIL A
DETAIL B
CHECK VALVE
BOLT LAYOUT PLAN
CHECK VALVE COVER
18"
(MIN.)
GROUND SURFACE AT WELL CENTERLINE
(WELDED TO PIPE, TYP.)
STEEL ANGLE x 2" LONG
"4 12" x 2" x
PLATE 22 INCH DIAMETER
INCH STEEL COVER16
COVER PLATE)
FORM HINGE FOR
(WELDED TO PIN TO
" THICK8
" DIAMETER HOLE,2
" DIAMETER,2
STEEL FLAT WASHERS
TYP. BOTH
SIDES
CAP SCREWS
INCH ALUMINUM8
ALUMINUM ROD
INCH DIAMETER8
SILICONE RUBBER
CLOSED CELL
WELD
I N
C H R T Y P
3 B
O T
H R
O D S
RODS
ALUMINUM
DIAMETER
INCH8
WELD
16 INCHES
ANGLE FOR PADLOCK)
(THROUGH PLATE AND
" DIAMETER HOLE2
"4
1"
PIPE x 5'-0" LONG
18" MIN. STEEL (0.375" WALL THICKNESS)
THIS SHEET
DETAIL B
THIS SHEET
DETAIL A
STEEL BAR X 2" LONG
" DIAMETER ROUND2
DIAMETER ALUMINUM PLATE
INCH x 10 INCH16
DIAMETER ALUMINUM PLATE
INCH x 7 INCH16
IN
C
H R
PIPE 8" WIDE X 4" HIGH
4 CUTOUTS EQUALLY SPACED AROUND
N.T.S.
N.T.S.
N.T.S.
N.T.S.
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D A
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M A
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D E
S C
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IP
T
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
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T E
A P
P R
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U .S
A R
M Y C
O R
P S O
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R S
V
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K S
B U
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T R
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B U
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IP
P I
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US Army Corps
D E
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N B
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H e n ry A
D u la n e y P .E
W E
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M
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C-501
P R
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N P
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T O
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W
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W V
W V
W V
W V
D Y
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D Y
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W
VW
V W
V
W V
D Y
H
D Y
H
E
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W
W
PLAN
SCALE: 1 = 50
50'50'
CULVERT "A"
CULVERT "C" (SEE SHT C-105)
CULVERT "B" (SEE SHT C-105)
ASPHALT ROAD
N
HAY BALES
SILT FENCE OR
HAY BALES
SILT FENCE OR
HAY BALES
SILT FENCE OR
HAY BALES
SILT FENCE OR
W A T E
R
F
A U
C E T
G A S
P I P E L I
R K E
R
G
R E
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R E
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R E S
M E T E
R W
A T E
R
S I G N
E N T E R G Y
P I P E L I N E
TOE RR BED
I N V E L
T O P
S E
W
N H O L E
E L
TOE RR BED
C L
P A V E D
R O A D
C L
P
A V
A D
S
Horiz onta l Ali gnme nt ( 344
94 3
96 3
98 3
00 3
02 3
04 3
S
W
W
W
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
4"
STRAW BALE DETAILS
CONSTRUCTION OF A STRAW BALE BARRIER
SCALE: NONE
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
FLOW
FLOW
FLOW
PLAN
(MIN.)
M
IN
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B
B A
F L
O W
A
M
IN
M
A X
RUNOFF
STEEL OR WOOD POST
STEEL OR WOOD POST
2'-0"
6'-0" TYPICAL
SIDE OF POST.
ATTACH SECURELY TO UPSTREAM
FILTER FABRIC -
MATERIAL.
AS SHOWN AND BACKFILL WITH COMPACTED
EXCAVATE, LINE WITH FILTER FABRIC
4" x 4" TRENCH -
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
STORM WATER POLLUTION PREVENTION PLAN
SCALE: NONE
TEMPORARY DIVERSION DIKE DETAIL
SILT SCREEN FENCE IN DRAINAGE
ELEVATION SECTION
PLAN
SCALE: NONE
P R
E V
E N
T
IO
N P
L A
N T
Y P
IC
A L D
E T
A
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S
S T
O R
M W
A T
E R P
O L L
U T
IO
N
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
INSPECT AND REPAIR FENCE AFTER EACH STORM
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
3.
2.
1.
NOTES:
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
SILT SCREEN FENCE DETAILS
SCALE: NONE
COMPACTION)
(TO BE SEEDED BEFORE
COMPACTED SOIL
J U
N
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C
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C B
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S O
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D A
T E
M A
R K
D E
S C
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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
U .S
A R
M Y C
O R
P S O
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R S
V
IC
K S
B U
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T R
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T
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B U
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P I
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US Army Corps
D E
S
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N B
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N C
H
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V E
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R A
IN
A G
E S
E C
T
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N H e n ry A
D u la n e y P .E
W E
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W E
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F C /M
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COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
C -5
S
W P
P P
T D .D
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C-502
NOTE:
MISSISSIPPI RIVER
VICKSBURG, MS GAGE
J A
N
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M A
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A P
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M A
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J U
N
J U
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A U
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N O
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J A
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F E
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M A
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A P
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M A
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J U
N
J U
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J A
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M A
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M A
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M A
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J A
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F E
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M A
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A P
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J U
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J U
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A U
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J A
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M A
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A P
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M A
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M A
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A P
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J U
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J U
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A U
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J A
N
F E
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M A
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A P
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M A
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J U
N
J U
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A U
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N O
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J A
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M A
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A P
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J U
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J U
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A U
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J A
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M A
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A P
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1970 1971 1972 1973 1974 1975 1976 1977 1978 1979
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1990 1991 1992 1993 1994 1995 1996 1997 1998 1999
1980 1981 1982
ZERO OF GAGE = 46.23, N.G.V.D. 29
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VICKSBURG, MS GAGE
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2010 2011 2012 2013 2014 2015 2016 2017 2018 2019
2020 2021 2022 2023 2024 2025 2026 2027 2028 2029
ZERO OF GAGE = 46.23, N.G.V.D. 29
E L E
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MISSISSIPPI RIVER
NOTE:
HYDROGRAPH INDICATE NO READING AVAILABLE.
DISTRICT, VICKSBURG, MS. GAPS IN THE STAGE
AVAILABLE FROM THE U. S. ARMY ENGINEER,
COMPLETE HISTORY OF RIVER STAGES ARE
PATTERNS THAT MIGHT BE INFERRED. A MORE
DRASTICALLY AT ANY TIME FROM ANY HISTORICAL
VAGARIES OF NATURE AND MAY DIFFER
HISTORICAL PATTERNS, ARE DEPENDENT UPON
FUTURE WATER STAGES, DESPITE ANY APPARENT
IS EXPECTED TO UNDERSTAND THE FACT THAT
FUTURE WATER STAGES. THE SUCCESSFUL BIDDER
ONLY, AND NO PREDICTION IS INTENDED AS TO
THESE HYDROGRAPHS DEPICT HISTORICAL FACT
L E
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
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A R
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V
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B U
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US Army Corps a u t o t im e
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H e n ry A
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F C /M
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W E
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| 01 457R_Relief Wells_G-001cov-Plot-000 |
| 02 457R_Relief Wells_G-002_LocVic-Plot-000 |
| 03 457R_Relief Wells_B-101_Boring Locations.dgn-Default-000 |
| 04 457R_Relief Wells_B-102_Boring Profiles.dgn-Default-000 |
| 05 457R_Relief Wells_B-001_Borleg-Default-000 |
| 06 457R_ Relief Wells_C-101_Plan-Default-000 |
| 07 457R_ Relief Wells_C-102_Right of Way Plan-Default-000 |
| 08 457R_ Relief Wells_C-103_Relief Well Layout-Default-000 |
| 09 457R_ Relief Wells_C-104_Culvert Replacement-Default-000 |
| 10 457R_ Relief Wells_C-105_Culvert Replacement_2-Default-000 |
| 11 457R _Relief Wells_S-101_Relief Well Detail-Default-000 |
| 12 457R_ Relief Wells_c-501_Storm Water Plan-Default-000 |
| 13 457R_Relief Wells_C-502_SWPPPTD-Default-000 |
| 14 457R_Relief Wells_X-201_Hyd-Default-000 |
| 15 457R_Relief Wells_X-202_Hyd-Default-000 |
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