A07D-DRAWINGS.pdf
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- NASH, MO PARCEL 5 RELIEF WELLS Federal contract opportunity
- Solicitation number
- W912EQ-17-B-0003
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| File | Type | Posted |
|---|---|---|
| Abstract.pdf | ||
| A07E_Nash_17B0003__Amendment_0002.pdf | ||
| A07E_NASH_17B0003_Solicitation_Amendment.pdf | ||
| A07D-SOLICITATION.pdf | ||
| A07D-SPECIFICATIONS.pdf |
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Army Corps of Engineers - Memphis District
®of Engineers
US Army Corps of Engineers
US Army Corps
Solicitation: W912EQ-17-B-0003
APPROVED BY:
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
MEMPHIS DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE
CHIEF ENGR & CONST DIVISION
Little River Drainage District
G-001
C O
V E
R S
H E
E T
N A
Cape Girardeau County, Missouri
NASH, MO PARCEL 5 RELIEF WELLS
April 2017
G -0
C O
V E
R S
H E
E T .d g n
PR&C: W38XGR71175622
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MISSISSIPPI
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CRAIGHEAD
POINSETT
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CLAYRANDOLPH
LAWRENCE
SHARP
FULTON
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BAXTER
STONE
INDEPENDENCE
CLEBURNE
FAULKNER
WHITE
WOODRUFF
JACKSON
DREW
LONOKE
PULASKI
ARKANSAS
JEFFERSON
MONROE
PHILLIPS
CLEVELAND
LINCOLN
DESHA
LEE
DE SOTO
MARSHALL
BENTON
TIPPAH
ALCORN
PRENTISS
UNION
TATE
TUNICA
PANOLA
COAHOMA
TALLAHATCHIE
BOLIVAR
GRENADA
YALOBUSHA CALHOUN
LAFAYETTE
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WEBSTER
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REYNOLDS
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SCOTT
STODDARD
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MADRID
NEW
PEMISCOT
DUNKLIN
UNION
ALEXANDER PULASKI
MASSAC
POPEJOHNSON
PRAIRIE
Fordyce
Sheridan
Rison Star City
Monticello Arkansas City
De Witt
Helena
Marianna De Valls BluffDe Valls Bluff
ClarendonClarendon
Forrest City
Des Arc
Jacksonville
Conway
Searcy
Heber Springs
Clinton
Mountain View
Melbourne
Batesville
Augusta
Ash Flat
Salem
Newport
Walnut Ridge
Pocahontas
Corning Piggott
Paragould
Lake CityJonesboro
Osceola
Wynne
Marion
Memphis West
Stuttgart
Lonoke
Pine Bluff
Warren
Blytheville
Kennett
Carutherville
Jackson
Charleston
New Madid
Bloomfield
Marble Hill
Benton
Girardeau Cape
Poplar Buff
Doniphan
Greenville
Van Buren
Eminence
AltonWest Plains
Houston
GainesvilleGainesville
Centerville
Dyersburg
Ripley
Covington
Brownsville
Alamo
Trenton
Dresden
Union City
Paris
Huntington
Camden
Lexington
Decaturville
Benton
Wickliffe
Bardwell
Hickman
Mayfield
Paducah
Murray
Eddyville
Smithland
Marion
Tiptonville
Cairo
Mound City
Vienna
Metropolis
Golconda
Somerville Bolivar
Selmer
Savannah
Henderson
Jackson
Hernando
Senatobia
Holly Springs
Ashland
Ripley
Corinth
Iuka
Booneville
New Albany
Fulton
Tupelo PontotocPontotoc
Oxford
Batesville
Sardis
Tunica
MarksMarks
Charleston
Summer
Clarksdale
Grenada
Water Valley
Coffeeville
Pittsboro
Houston
Okolona
AberdeenRosedale
Cleveland
Walthall
Memphis
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Parkin
Rock Little
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Harrisburg
Home Mountain
Norfork Lake
Lake Greers Ferry
Conway Lake
Lake Peckerwood
Lake Arkabutla
Sardis Lake
Enid Lake
Grenada Lake
Lake Pickwick
Lake Reelfoot
Lake Kentucky
Lake Wappapello
Lake Horseshoe
Lake Porter
MISSOURI
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70A
45W
45E
79U.S. HIGHWAY
COUNTY LINE
STATE BOUNDARY
INTERSTATE HIGHWAY
PROJECT LOCATION
MEMPHIS DISTRICT BOUNDARY
PROJECT LOCATION MAP
VICINITY MAP
QUITMAN
2 MILES
N
1 MILE0
1 INCH = 1 MILE
G-002
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CHAFFEE, MO
DELTA, MO
CAPE GIRARDEAU, MO
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PROJECT START
PROJECT END
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D u n c a n A d ri a n P .E
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/2
SECTION/DETAIL)
(CENTERED UNDER
ON SAME DRAWING
SECTION/DETAIL TITLE
SECTION/DETAIL)
(CENTERED UNDER
ON ANOTHER DRAWING
SECTION/DETAIL TITLE
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
99/999
DETAIL/SECTION
SCALE:
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
99/999
A
ID
Sheet
G-001
G-002
G-003
COVER SHEET
LOCATION & VICINITY MAPS
INDEX, LEGEND, & ABBREVIATIONS
CB
P
P-1ST-12
P
P-1
DESCRIPTION
MARKS
BENCH
B-005
B-004
B-003
B-002
D-001
G-003
G-002
G-001
B-005
B-004
B-003
B-002
D-001
G-003
G-002
G-001
92-G-76
TABULATION OF BENCHMARKS
GENERAL LEGEND
ABBREVIATIONS*
GENERAL CROSS-REFERENCING SYMBOLSINDEX OF DRAWINGSSHEET GENERAL NOTES:
FILL
CUT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
EXISTING WATER LINE
OVERHEAD P0WER
EXISTING
EXISTING FENCE
EXISTING GAS
LINE (TELEPHONE)
EXISTING COMMUN.
(COAXIAL T.V.)
EXISTING CABLE
SILT FINCE
EROSION CONTROL BERM
CONSTRUCTION LIMITS
LEVEE BASELINE
RIPRAP LIMITS
CONCRETE PATTERN
PORTLAND CEMENT
CRUSHED STONE PATTERN
FILTER MATERIAL PATTERN
RIPRAP PATTERN
RELIEF WELL (NTS)
POWER POLE
WATER VALVE
CATCHBASIN
MANHOLE
FIRE HYDRANT
P.I. POINT
PROPOSED PIEZOMETER
EXISTING PIEZOMETER
BENCHMARK
AND NUMBER
BORING LOCATION
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CENTER LINE LEVEE BASELINE
CONCRETE
DIAMETER
DRAWING
CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
EXISTING
FAR FACE
FLARED END SECTION
GALVANIZED
HEIGHT
INSIDE FACE
LONG
APPROX
ALT W/
ALUM
BITUM
BOT
LB
EMDA
CONC
DIA
DWG
CMP
EJ
EL
EW
EXIST
FF
FES
GALV
HT
IF
LG
LS
MAX
MIN
MIRR
MISC
NF
NO
NST
NTS
OF
OC
ROW
RS
SAN
SPEC
SST
TYP
UNO
UNGD
W
WM
LANDSIDE
MAXIMUM
MINIMUM
MIRRORED
MISCELLANEOUS
NEAR FACE
NUMBER
NOT STEEPER THAN
NOT TO SCALE
OUTSIDE FACE
ON CENTER
RIGHT OF WAY
RIVERSIDE
SANITARY
SPECIFICATIONS
STAINLESS STEEL
TYPICAL
UNDERGROUND
WIDTH
WATER MAIN
C/L
FRONT SIDETOP
ELEVATION SECTION
A
OTHERWISE
UNLESS NOTED
G-003
IN
D
E X L E
G E
N D
A N
D A
B B
R E
V
IA
T
IO
N S
B-001
C-002
C-003
C-005
C-004
STANDARD RELIEF WELL DETAILS
X
DISPOSAL AREA
EXCAVATED MATERIAL
B/L BASELINE
CONSTR CONSTRUCTION
ON EACH SHEET
* UNLESS OTHERWISE NOTED
LRDD 4/0+00 1995 361.882
LRDD 4/9+00 1995
LRDD 5/0+00 1995
360.591
1995”, SET 1.0 FOOT BELOW GROUND.
OF THE LEVEE. THE MARK IS C.O.E. ALUMINUM CAP STAMPED “LRDD 7-9+00
OF AN ORANGE WITNESS POST, 8.0 FEET RIVERSIDE OF THE CENTERLINE
2.0 FEET RIVERSIDE OF THE CROWN OF THE LEVEE, 15.0 FEET RIVERSIDE
THE LEVEE FOR 3.4 MILES TO THE STATION ON THE RIGHT. THE MARK IS
THE TOP OF THE LEVEE, THEN TURN LEFT AND PROCEED WEST ALONG
77 IN BLOYMER, MO, PROCEED NORTH FOR 0.6 MILES ON HIGHWAY 25 TO
TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 25 AND
360.148
“LRDD 5/0+00 1995” SET 1.0 FOOT BELOW GROUND.
ORANGE WITNESS POST. THE MARK IS A C.O.E. ALUMINUM CAP STAMPED
26.0 FEET RIVERSIDE OF MILEPOST 5/6 AND 26.0 FEET RIVERSIDE OF AN
RIGHT. THE MARK IS LOCATED ON THE RIVERSIDE CROWN OF THE LEVEE,
THE LEVEE FOR 2.6 MILES TO MILE POST 5/6 AND THE STATION ON THE
THE TOP OF THE LEVEE, THEN TURN LEFT AND PROCEED WEST ALONG
77 IN BLOMEYER, MO, PROCEED NORTH FOR 0.6 MILE ON HIGHWAY 25 TO
TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 25 AND
“LRDD 4/0+00 1995”, SET 1.0 FOOT BELOW GROUND.
CENTERLINE OF THE LEVEE. THE MARK IS A C.O.E ALUMINUM CAP STAMPED
MILEPOST 4/5 AND AN ORANGE WITNESS POST, 5.0 FEET RIVERSIDE OF THE
LOCATED ON THE RIVERSIDE CROWN OF LEVEE, 22.4 FEET RIVERSIDE FROM
3.6 MILES TO MILE POST 4/5 AND THE STATION ON RIGHT. THE MARK IS
OF THE LEVEE, THEN TURN LEFT AND PROCEED WEST ALONG THE LEVEE FOR
BLOMEYER, MO, PROCEED NORTH FOR 0.6 MILES ON HIGHWAY 25 TO THE TOP
TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 25 AND 77 IN
B-002
C-006
C-001
BORING LEGEND
G-004
99/999
TERTIARY BORING INFORMATION FOR RELIEF WELL DESIGNS
PLAN & PROFILE (DITCH A1 STA. 16+30 TO END OF DITCH A1 / DITCH A2 / DITCH 3)
PLAN & PROFILE (DITCH A1 STA. 0+00 TO 16+30)
PLAN & PROFILE (DITCH B STA. 0+00 TO 28+60)
PLAN & PROFILE (DITCH B STA 28+60 TO END DITCH B) / DITCH C / DITCH D STA. 12+11 TO END DITCH D)
PLAN & PROFILE (DITCH D STATION 0+00 TO 12+11)
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #9 THRU 12
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #13 THRU 16
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #17 THRU 20
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #21 THRU 24
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #25 THRU 28
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #29 THRU 32
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #33 THRU 36
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #1 THRU 4
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #5 THRU 8
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #37 THRU 40
RELIEF WELL DITCH CROSS-SECTIONS - WELLS #41 AND 42
C-007
C-008
C-009
C-010
C-011
C-012
C-013
C-014
C-015
C-016
C-017
C-018
C-019
C-020
C-021
C-022
EXISTING DITCHES AND ROADS / SITE ACCESS
C-023
G-005 ALIGNMENT TABLES
EXCAVATED MATERIAL DISPOSAL AREA 1
C-024
TYPICAL GRADING DETAILS
EROSION PREVENTION & SEDIMENT CONTROL DETAILS
DITCH A1 AND A2 TO DITCH 3 TIE-IN DETAILS
C-025
OVERALL SITE PLAN / PROPOSED WELLS, DITCHES & EXCAVATED MATERIAL DISPOSAL AREAS / SITE ACCESS
EXCAVATED MATERIAL DISPOSAL AREA 2 / ABANDONED RAILROAD EMBANKMENT
EASTING = 848382.048
NORTHING = 13530258.743
/ EASTING
NAVD88 / NORTHING
ELEVATION
EASTING = 847482.076
NORTHING = 13530287.893
EASTING = 852687.877
NORTHING = 13530484.662
MISSISSIPPI RIVER HYDROGRAPH AT CAPE GIRARDEAU
DITCH 15 TIE-IN DETAILS / DITCH 15 EXTENSION DETAIL / DITCH 3 TIE-IN DETAIL
G -0
IN
D E
X L
E G
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N D A
B B
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N S .d g n
SEDIMENT CONTROL FEATURES PRIOR TO FINAL ACCEPTANCE OF WORK.
13. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION PREVENTION AND
TO THE LINES AND GRADES SHOWN.
MATERIAL DISPOSAL AREAS SHOWN ON SHEETS C-008 AND C-009 AND SEMI-COMPACTED
12. ALL EXCESS EXCAVATED MATERIAL SHALL BE TRANSPORTED TO THE EXCAVATED
CONSTRUCTION.
IDENTIFY SUITABLE STAGING AREAS ALONG THE LEVEE AS NEEDED DURING
11. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER TO
CONSTRUCTION LIMITS UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
10. THE CONTRACTOR SHALL ESTABLISH TURF IN ALL DISTURBED AREAS WITHIN
DESIRED WELL HEAD ELEVATIONS FOR NEW WELLS.
SHOULD NOT EXCEED THEM. MINOR EARTHWORK MAY BE REQUIRED TO ACHIEVE
WELL ELEVATIONS SHOULD BE AS CLOSE AS POSSIBLE TO THESE ELEVATIONS BUT
9. WELL ELEVATIONS LISTED IN WELL TABLES ARE MAXIMUM WELL HEAD ELEVATIONS.
EXISTING TOPOGRAPHY AND MAN-MADE FEATURES AT THE TIME OF CONSTRUCTION.
8. THE CONTRACTING OFFICER MAY ADJUST LOCATIONS FOR NEW WELLS BASED ON
SHEETS C-003 THROUGH C-007 FOR INDIVIDUAL WELL SCREEN AND RISER LENGTHS.
7. ALL NEW WELLS ARE TO BE 8 INCHES (NOMINAL) IN DIAMETER. SEE WELL TABLES ON
6. AERIAL PHOTOGRAPHY SHOWN ON PLAN VIEWS WAS FLOWN IN 2015.
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.
5. SHOULD ANY QUESTIONS ARISE CONCERNING SURVEY-RELATED INFORMATION, THE
DRAWINGS.
4. THE GOVERNMENT HAS ESTABLISHED THE BASELINE AND BENCHMARKS NOTED ON THE
EFFECTS OF ANGLE POINTS ON LEVEE BASELINE.
ACCURATELY REPRESENT DISTANCES BETWEEN POINTS OFFSET FROM BASELINE DUE TO
OTHERWISE NOTED. NOTE THAT LEVEE BASELINE STATIONING DOES NOT ALWAYS
3. STATIONINGS REFER TO LEVEE BASELINE (DEFINED IN PLAN VIEWS) UNLESS
2. ELEVATIONS REFER TO NAVD88 (GEOID 03) UNLESS OTHERWISE NOTED.
DISTANCE x GRID FACTOR). GRID FACTOR = 1.0002862
STATIONING IS BASED ON GROUND DISTANCES WHERE (GRID DISTANCE) = (GROUND
DATUM OF 1983, UTM ZONE 16 RECTANGULAR COORDINATE SYSTEM IN U.S. SURVEY FEET.
1. COORDINATES, AZIMUTHS, AND DISTANCES ARE BASED ON THE NORTH AMERICAN
a u t o t im e
G-004
A T C
A P
E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E R H
Y D
R O
G R
A P
H
GAGE ZERO FOR CAPE GIRARDEAU - 304.65 FT. NAVD88
NOTE:
S T
A G
E I
N F
E E
T G
A G
E Z
E R
O .6
F
T
N A
V D
G -0
R
IV
E R H
Y D
R O
G R
A P
H .d g n
-10
-10
-10
-10
-10
-10
2014 2015 2016
2007 2008
2011 2012
10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
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IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
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N T
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M
IS
S O
U R I
N A
S H
M O P
A R
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L R
E L
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F W
E L L
L
IC
IT
A T
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N N
O
F
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A M
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D E
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N
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2 3
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4 5
A
B
M A
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A P
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D A
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F
IL
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B E
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D B
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P L
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C A
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P L
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A T
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D A
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M A
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D E
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R
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N
C O
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R A
C T N
O
D A
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A P
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®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
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T L E R
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IS
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D B
A N
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C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
A L
IG
N M
E N
T T
A B
L E
S
G-005
1. REFER TO SHEET C-003 TO C-009 FOR CONSTRUCTION LIMIT ALIGNMENT TABLES.
NOTES:
G -0
A li g n m e n t_
T a b le s .d g
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D E
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N
D
2 3
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4 5
A
B
M A
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A P
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D A
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F
IL
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U M
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S
IZ
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B M
IT
T E
D B
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P L
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C A
L E
P L
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A T
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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
D A
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A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
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T L E R
IV
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IS
T R
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IS
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IS
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IS
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IS
T
E N
N E
S S
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D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
320 320
310 310
300 300
290 290
280 280
270 270
260 260
250 250
240 240
230 230
220 220
210 210
200 200
190 190
350 350
180180
B-001
R E
L
IE
F W
E L L D
E S
IG
N S
T E
R T
IA
R Y B
O R
IN
G I
N F
O R
M A
T
IO
N F
R
N 13530066.43
E 850497.28 N 13530352.65
E 851964.28 N 13530098.07
E 847569.27
N 13530094.48
E 849063.11 N 13530152.36
E 846107.36
N 13529211.7
E 845011.26
N 13528334.12
E 843941.66
N 13527083.72
E 843099.65
(22.6)
(20.6)
(24.2)
(23.8)
(24.8)
0.092
0.206
0.103
0.100
0.292
0.102
0.167
0.156
NP
NP
VALUE
N-
D10PLLL
(W) or
B -0
T
E R
T
IA
R Y B
O R
IN
G I
N F
O F
O R R
E L
IE
F W
E L L D
E S
IG
N S .d g n
(16.1)
(24.1)
(19.9)
(20.4)
(23.0)
0.093
0.092
0.156
0.115
0.183
0.153
0.198
D10
NP
NP
LL PL
(W) or N-
VALUE
(13.9)
(19.5)
(24.7)
(23.2)
(23.7)
(49.4)
0.171
0.152
0.236
0.256
0.431
0.233
0.127
0.303
N-
VALUE
(W) or
D10
PL
(24.3)
(20.9)
(21.0)
(45.3)
0.153
0.152
0.158
0.165
0.188
0.329
0.203
0.161
0.159
N-
VALUE
(W) or
D10
LL PL
(22.1)
(16.9)
(15.9)
(27.8)
(43.0)
0.092
0.224
0.215
0.172
0.315
0.089
0.260
0.199
0.196
(31.0)
N-
VALUE
(W) or
D10
LL PL
(138.5)
(17.7)
(40.5)
(29.0)
0.161
0.186
0.237
0.178
0.324
N-
VALUE
(W) or
D10
LL PL
(23.4)
(32.6)
(18.0)
(22.5)
(33.8)
0.155
0.180
0.289
0.142
N-
VALUE
(W) or
D10
NP
NP
LL PL
N-
VALUE
(W) or
D10
(22.7)
(22.6)
0.128
0.092
0.164
0.229
0.181
0.549
0.236
0.473
0.545
0.165
LL PL
BOR. 123-NP5T-13BOR. 120-NP5T-13
GROUND ELEV. 332.7GROUND ELEV. 333.2
BOR. 117-NP5T-13
DATE: 4/8/2014
GROUND ELEV. 335.4
BOR. 108-NP5T-13
GROUND ELEV. 339.2
BOR. 105-NP5T-13
GROUND ELEV. 339.8
BOR. 102-NP5T-13
GROUND ELEV. 341.2
BOR. 111-NP5T-13 BOR. 114-NP5T-13
GROUND ELEV. 335.4 GROUND ELEV. 335.3
DATE: 7/30/2014DATE: 4/14/2014DATE: 3/25/2014DATE: 3/19/2014
DATE: 3/13/2014
DATE: 3/10/2014
DATE: 2/27/2014
LL
REFUSAL ON ROCK AT 94'
REFUSAL ON ROCK AT 94' REFUSAL ON ROCK AT 94'
REFUSAL ON ROCK AT 93'
REFUSAL ON ROCK AT 94'
REFUSAL ON ROCK AT 97'
OF THE WELL SCREEN AS INDICATED ON SHEETS C-003 TO C-007 OR AT REFUSAL ON ROCK.
6. BOTTOM ELEVATION OF PILOT HOLES SHALL BE 15 FEET BELOW THE ELEVATION OF THE BOTTOM
5. OTHER BORINGS WERE DRILLED IN THE PROJECT AREA AND CAN BE PROVIDED UPON REQUEST.
4. SPLIT SPOON / AUGER REFUSAL WAS ENCOUNTERED AT THE DEPTHS INCLUDED IN TABLE 1.
LEFT SIDE OF THE SOIL BORING. SOIL TYPE BETWEEN SAMPLES IS ASSUMED.
3. SAMPLES WERE OBTAINED AT THE DEPTH OF REPORTED N-VALUES LOCATED ON THE
2. THE N-VALUES ARE UNCORRECTED FIELD VALUES OBTAINED USING A CME AUTOMATIC HAMMER.
1. ALL BORINGS PRESENTED ON THIS SHEET ARE TERTIARY BORINGS.
NOTES:
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
B-002
B O
R
IN
G L
E G
E N
D
FIGURES TO THE LEFT OF BORING UNDER COLUMN "K"
Are laboratory permeability in centimeters per second of undisturbed sample**
When in parenthesis denotes natural water contents in percent dry weight
FIGURES TO THE LEFT OF BORING UNDER COLUMN "(W) OR D10"
size in mm *
Denotes D
FIGURES TO THE LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Are liquid and plastic limits, respectively
FIGURES TO THE LEFT OF BORING UNDER COLUMN "C (PSF)"
Are values of cohesion in lbs/sq. ft. from unconfined compression or triaxial tests**
FIGURES TO THE LEFT OF BORING UNDER COLUMN "N-VALUE"
Denotes location of unconsolidated - undrained triaxial compression test * *
Denotes free water encountered in boring or sample
Denotes channel grade
C
S
R
Q
T
FW
Denotes location of consolidation test * *
SYMBOLS TO THE LEFT OF BORING
FIGURES TO THE RIGHT OF BORING
Are descriptive symbols***
BORING TYPE
SS - Split Spoon Sampler
AUG - Auger
TUBE - 3" or 5" Thin Wall Tube
NO SAMPLE
MIXED SAMPLE
WOOD
HIGHLY ORGANIC SOILS
C O
A R
S E G
R A
IN
E D S
O
IL
S
G R
A V
E L
S A
N D
GRAVEL
CLEAN
SAND
CLEAN
W/ FINES
GRAVEL
W/ FINES
SAND
CLAYS
SILTS &
CLAYS
SILTS &
GW
GP
GM
GC
SW
SP
SM
SC
F
IN
E G
R A
IN
E D S
O
IL
S ML
CL
OL
MH
CH
OH
Pt
Wd
VM
NS
N o s ie v e s iz e fr a c ti o n i s s m a ll e r th
M o re t h a n h a lf o f c o a rs e
N s ie v e s iz e fr a c ti o n i s l a rg e r th
M re t h a n h a lf o f c o a rs e is l a rg 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 m a te ri a l (b y w e ig h t) is 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 m a te ri a l (b y w e ig h t)
(Little or No Fines)
(Little or No Fines)
Amount of Fines)
(Appreciable
Amount of Fines)
(Appreciable
(Liquid Limit < 50)
(Liquid Limit > 50)
- More than 12% passing No. 200 sieve - GM, GC, SM, SC
- 5% to 12% passing No. 200 sieve - Dual classification (e.g. SP-SM)
- Less than 5% passing No. 200 sieve - GW, GP, SW, SP
NOTE:
MAJOR DIVISION TYPE
SYMBOL
LETTER
UNIFIED SOIL CLASSIFICATION SYSTEM
CONSISTENCY SYMBOL
DESCRIPTIVE SYMBOLS
COLOR SYMBOL
TAN
YELLOW
RED
BLACK
GRAY
LIGHT GRAY
DARK GRAY
BROWN
LIGHT BROWN
DARK BROWN
BROWNISH - GRAY
GRAYISH - BROWN
GREENISH - GRAY
GRAYISH - GREEN
GREEN
BLUE
BLUE - GREEN
WHITE
MOTTLED Mot
Wh
BlGn
Bl
Gn grGn gnGr grBr brGr dBr lBr
Br dGr lGr
Gr
BK
R
Y
T
UNCONFINED COMPRESSION TEST
COHESION IN LBS./SQ. FT. FROM
VERY SOFT
SOFT
STIFF
VERY STIFF
HARD
COLOR DESCRIPTORS CONSISTENCY FOR COHESIVE SOILS
< 250
250 - 500
500 - 1000
1000 - 2000
2000 - 4000
> 4000 vSo
So
St vSt
H
MODIFICATION SYMBOL
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
Gravelly
Boulders
Slickensides
Wood
Oxidized
Saturated
Lumps of Clay Clp
Sat
Ox
Wd
SL
B
G
S
SS
SIS
CS
O slf sds sh lg rt cc
C
M
F
Tr -
CL
CH
OH
MH
OL
ML
CL-ML
MODIFICATIONS
"U Li ne
"A " L in e
0 20 40 60 80 100
P I.
P
L A
S T
IC
IT
Y I
N D
E X
L.L. - LIQUID LIMIT
PLASTICITY CHART
For Classification of Fine-Grained Soils
NOTES
remoulded to the estimated natural void ratio**
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample shear tests * *
Denotes location of sample subjected to consolidation test and each of the above three types of
FINER, AND 90% COARSER THAN SIZE D
SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE SOIL IS
* THE D
OFFICE IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.
* * RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT
OFFICER'S REPRESENTATIVE
* * * BORING LOGS ARE AVAILABLE FOR INSPECTION UPON REQUEST SUBMITTED TO CONTRACTING
GENERAL NOTES:
CONTRACT CLAUSE ENTITLED, "DIFFERING SITE CONDITIONS".
VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE
OF SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH
LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC
1. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE
BORINGS WHERE SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.
VISUAL EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE
3. CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND
CONTRACTING OFFICER'S REPRESENTATIVE.
FOR ADDITIONAL SUBSURFACE BORING DATA AND PILOT HOLE DATA SHALL BE SUBMITTED TO THE
4. ADDITIONAL SUBSURFACE DATA MAY BE AVAILABLE FOR INSPECTION UPON REQUEST. REQUESTS and a 140 lb. driving hammer with a 30" drop
Are driving resistances in blows per foot determined with a standard split spoon sampler ( 1 - 3/8 " I.D. 2" O.D. )
MEDIUM STIFF mSt
Denotes location of consolidated - drained direct shear test * *
Denotes location of consolidated - undrained triaxial compression test * *
IS EXPECTED TO FLUCTUATE DEPENDING ON SEASONAL VARIATIONS AND WEATHER CONDITIONS.
THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS. THE GROUNDWATER TABLE
BORING BUT DOES NOT NECESSARILY MEAN THAT GROUND WATER WILL NOT BE ENCOUNTERED AT
DATA ON CERTAIN BORINGS INDICATES THAT NO GROUND WATER DATA ARE AVAILABLE FROM THE
SURFACES ENCOUNTERED IN SUCH BORINGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE
2. GROUND WATER ELEVATIONS SHOWN ON THE BORINGS LOGS REPRESENT GROUND WATER
Ground water surface at time of drilling
Ground water surface 24 hours after drilling
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
Variable mixed silts, clays and sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION SYSTEM
SYMB
B -0
B O
R
IN
G L
E G
E N
D .d g
BOR-006
CL12
CL14
CL13
N
C L
C L
C L
C L
C L
C L
C L
A1CL1 A1CL2 A1CL5 A1CL6
M2 30+00 M2 35+00 M2 40+00 M2 45+00 M2 50+00 M3 5+00
A1CL4
15+00
10+00
A1CL3
5+00WELL #1
WELL #2 WELL #4WELL #3
WELL #5 WELL #6
0+00
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
345345
345345
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+30
WELL
#35
WELL
#32
WELL
#34
W
ELL
W E L L
W E L L
W E L L
W E L L
W E L L
W E L L
W E L L
W
ELL
WELL
#9
W E
LL
W E L L
W E L L
W E L L
WELL
#1
W
E L L
WELL
#33
PLAN VIEW
PROFILE VIEW
SCALE: 1''= 100'-0"
0 100'100' 50'
W e ll
W e ll
W e ll
W e ll
W e ll
W e ll
C-003
101-NP5-13100-NP5-13
103-NP5-13 104-NP5-13
M A
T C
H T
O S
H E
E T C -0
DITCH A1 C/L
LEVEE BASELINE
DITCH A1 C/L STATION
FLOW
E L E
V A
T
IO
N N
A V
D
Construction Limit
Ditch Bottom
Existing Ground Surface
WELL 1 TO WELL 7
0.15% BOTTOM GRADE FROM
5FT. BOTTOM WIDTH /
CONSTRUCTION LIMITS
D
IT
C H A
S
T A T
O
P L
A N A
N D P
R O
F
IL
E
102-NP5T-13
M A
T C
H T
O S
H E
E T C -0
CONTROL CHECK DAM
TEMPORARY EROSION
CONTROL CHECK DAM
TEMPORARY EROSION
CONTROL CHECK DAM
TEMPORARY EROSION
CONTROL CHECK DAM
TEMPORARY EROSION
or Silt Fence
Temporary Erosion Control Berm
TIE INTO EXISTING GROUND
DITCH A1 TO SLOPE UP AT 1V:3H TO
DITCH START EL 340.50
DITCH START STATION M2 42+35 DITCH EL 338.05
C -0
P
L A
N A
N D P
R O
F
IL
E .d g n
B L
B L
M3 0+00.00
M2 53+71.57
6. EROSION CONTROL BERM OR SILT FENCE MAY BE USED.
5. SEE SHEET C-011 FOR TYPICAL GRADING DETAILS.
4. SEE SHEETS C-015 AND C-016 FOR TYPICAL CROSS SECTIONS.
3. ALL PROFILES HAVE A 1"=100' HORIZONTAL SCALE AND 1"=10' VERTICAL SCALE.
AND TEMPORARY EROSION CONTROL CHECK DAM LOCATIONS.
FOR ELEVATIONS, COORDINATE LOCATIONS OF WELLS, DITCH ALIGNMENTS
2. SEE WELL TABLE ON SHEET C-003 AND DITCH TABLE ON SHEET G-005
1. ALL FILL AND CUT SLOPES ARE 1V:3H.
A2CL1
C
L
C
L
CL14 CL15
CL16
CL17
CL18
CL19
CL20
CL21
CL22
CL23
CL24
CL25
CL26
CL27 CL28
CL30
CL31 CL32
CL33
CL34
CL35
CL36
CL37
CL38
CL39
CL40
C L41
C L42
C L
N
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
A1CL6
A1CL8
A1CL7
A1C L9
A1CL12
3CL
A2CL2/
A1CL14/
B C L1
B C
L
CL29
M3 5+00
M3 10+00
M3. 20+00 M3. 25+00
M
3. 30+00
M
3. 35+00
BCL2
5+00
0+00
38+04 35+00
0+80
A1CL13
30+00
A1CL11
25+00
20+00
WELL #15
15+00
0+00
WELL #6 WELL #7
WELL #8
W E
LL #9
WELL #10
WELL #12 WELL #13
WELL #14
W
ELL #16
WELL #11
A 1C
L10
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
345345
345345
16+30 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+04
345345
0+000+80
345345
0+00 1+00 2+00 3+00 3+48
PLAN VIEW
PROFILE VIEW
SCALE: 1''= 100'-0"
0 100'100' 50'
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
LEVEE BASELINE
C-004
107-NP5-13
109-NP5-13
110-NP5-13
106-NP5-13
M A
T C
H T
O S
H E
E T C -0
M
ATCH
TO
S
HEET
C-
DITCH A1 C/L
DITCH B C/L
DITCH 3 C/L
DITCH A1 C/L STATION
FLO
W
F L
O W
FLO
W
TIE INTO DITCH 3
E L E
V A
T
IO
N N
A V
D
DITCH A2 C/L
Construction Limit
Ditch Bottom
Existing Ground Surface
FROM WELL 9 TO DITCH 3
0.04% BOTTOM GRADE
5 FT. BOTTOM WIDTH /
CONSTRUCTION LIMITS
D
IT
C H A
D
IT
C H
D
IT
C H A
S
T A T
O E
N D O
F D
IT
C H A
L
A N A
N D P
R O
F
IL
E
105-NP5T-13
108-NP5T-13
EXISTING DITCH 3
TIE INTO
FOR TIE-IN DETAILS
ELEV. 340, SEE SHEET C-012
FROM DITCH BOTTOM UP TO
R-200 RIPRAP PROTECTION
W E
L L
CONTROL CHECK DAM
TEMPORARY EROSION
CHECK DAM
EROSION CONTROL
TEMPORARY
FROM WELL 7 TO WELL 9
0.04% BOTTOM GRADE
5 FT. BOTTOM WIDTH /
or Silt Fence
Temporary Erosion Control Berm
CONTROL CHECK DAM
TEMPORARY EROSION
CONTROL CHECK DAM
TEMPORARY EROSION
2.4% BOTTOM GRADE)
(5 FT/ BOTTOM WIDTH /
DITCH A2 C/L STATION
TIE INTO DITCH 3 (EL 337.0)
DITCH EL 337.0
1.1% BOTTOM GRADE)
(5 FT. BOTTOM WIDTH/
DITCH 3 C/L STATION
EL 337.0
DITCH START
333.14
EXISTING EL
TIE-IN TO
TO WELL 7
BOTTOM GRADE
WIDTH / 0.15%
5 FT. BOTTOM
C -0
P
L A
N A
N D P
R O
F
IL
E .d g n
B L
B L
B L
B L6
BL7
6. EROSION CONTROL BERM OR SILT FENCE MAY BE USED.
6. TREES IN THE AREA OF DITCH A1, A2 AND DITCH 3 HAVE BEEN CLEARED.
5. SEE SHEET C-011 FOR TYPICAL GRADING DETAILS.
4. SEE SHEETS C-016 THROUGH C-018 FOR TYPICAL CROSS SECTIONS.
3. ALL PROFILES HAVE A 1"=100' HORIZONTAL SCALE AND 1"=10' VERTICAL SCALE.
AND TEMPORARY EROSION CONTROL CHECK DAM LOCATIONS.
FOR ELEVATIONS, COORDINATE LOCATIONS OF WELLS, DITCH ALIGNMENTS,
2. SEE WELL TABLE ON SHEET C-004 AND DITCH TABLE ON SHEET G-005
1. ALL FILL AND CUT SLOPES ARE 1V:3H.
BCL6
BCL7
BCL8 BCL9
C L3
CL3
CL3
CL4
CL41
CL42
CL43
CL44 CL45
CL48
N
CL59CL60CL61CL62CL63
CL64
CL65
CL66
CL67
CL68
BCL1
BCL3
BCL4
BCL5
BCL10
BCL11
M3.
+0
M3.
+0
M3.. 45+00 M3.. 50+00 M4 5+00 M4 10+00
CL46 CL47
BCL2
25+00
20+0015+00 10+00
5+0
WELL #18 WELL #19
WELL #20
WELL #21
WELL #22
WELL #24 WELL #25
WELL #17
0+
W
ELL
WELL
#1
WELL #23
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
345345
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+60
PLAN VIEW
PROFILE VIEW
SCALE: 1''= 100'-0"
0 100'100' 50'
W e ll
W e ll
W e ll
W e ll
W e ll
W e ll
LEVEE BASELINE
C-005
110-NP5-13
115-NP5-13
113-NP5-13
112-NP5-13
M A
T C
H T
O S
H E
E T C -0
M A
T C
H T
O S
H E
E T C -0
W e ll
W e ll
W e ll
DITCH B C/L
DITCH B C/L STATION
FLOW
EXISTING GROUND
1V:3H TO TIE INTO
DITCH B TO SLOPE UP AT
E L E
V A
T
IO
N N
A V
D
Construction Limit
Ditch Bottom
Existing Ground Surface
FROM WELL 15 TO WELL 18
0.25% BOTTOM GRADE
5 FT. BOTTOM WIDTH /
W E
L L
18 TO DITCH 15 TIE-IN
BOTTOM GRADE FROM WELL
5 FT. BOTTOM WIDTH / 0.05%
CONSTRUCTION LIMITS
D
IT
C H B S
T A T
O
P L
A N A
N D P
R O
F
IL
E
111-NP5T-13
114-NP5T-13
CONTROL CHECK DAM
TEMPORARY EROSION CONTROL CHECK DAM
TEMPORARY EROSION
CONTROL CHECK DAM
TEMPORARY EROSION CONTROL CHECK DAM
TEMPORARY EROSION
or Silt Fence
Temporary Erosion Control Berm
Z = 360.59
Y = 13530258.743
X = 848382.048
RECOVERED COE DISK
M4/ 9+00
DITCH START EL 335
C -0
P
L A
N A
N D P
R O
F
IL
E .d g n
BL8
BL9
BL10
M4 0+00.00
M3.. 50+71.45
6. EROSION CONTROL BERM OR SILT FENCE MAY BE USED.
5. SEE SHEET C-011 FOR TYPICAL GRADING DETAILS.
4. SEE SHEETS C-018 THROUGH C-020 FOR TYPICAL CROSS SECTIONS.
3. ALL PROFILES HAVE A 1"=100' HORIZONTAL SCALE AND 1"=10' VERTICAL SCALE.
AND TEMPORARY EROSION CONTROL CHECK DAM LOCATIONS.
FOR ELEVATIONS, COORDINATE LOCATIONS OF WELLS, DITCH ALIGNMENTS,
2. SEE WELL TABLE ON SHEET C-005 AND DITCH TABLE ON SHEET G-005
1. ALL FILL AND CUT SLOPES ARE 1V:3H.
NOTES:
Z = 361.88
Y = 13530287.893
X = 847482.076
RECOVERED COE DISK
M3/ 50+71.45 = M4/ 0+00
EDG_FIELD
0+00
15+
17+
CL49
CL50
CL51
CL52
CL48
N
CL56CL57
CL58CL59
BCL11
BCL12
BCL13
BCL14
15CL2
CCL2 CCL1
DCL11
BCL15
CCL3 / 15CL1
M4 10+00 M4 15+00 M4 20+00 M4 25+00 M4 3 0+0
M4 3 5+0
DCL10
DCL9
41+17 40+00
35+00
5+81 5+00
30+00 WELL #27
WELL #28
WELL #29
WELL #30
WELL #31
WELL
#32
WELL
#34
WELL #26
WELL #25
WELL
#33
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
345345
345345
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
345345
0+001+002+003+004+005+005+81
12+1113+0014+0015+0016+0017+0017+83
W E
L L
PLAN VIEW
PROFILE VIEW
FLOW
SCALE: 1''= 100'-0"
0 100'100' 50'
DITCH 3 C/L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
C-006
116-NP5-13
118-NP5-13 119-NP5-13
121-NP5-13
M A
T C
H T
O S
H E
E T C -0
M A
T C
H T
O S
H E
E T C -0
W E
L L
W E
L L
DITCH C C/L
DITCH D C/L
DITCH B C/L STATION
DITCH D C/L STATION
LEVEE BASELINE
F L
O W
DITCH B C/L
FLOW
FLOW
FLOW
BOTTOM GRADE
WIDTH / 0.05%
5 FT. BOTTOM
BOTTOM GRADE
WIDTH / 0.04%
5 FT. BOTTOM
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
Construction Limit
Ditch Bottom
Existing Ground Surface
EXISTING GROUND
AT 1V:3H TO TIE INTO
DITCH C TO SLOPE UP
T O E
N D D
IT
C H D
D
IT
C H C D
IT
C H D S
T A
D
IT
C H B S
T A
T
O E
N D D
IT
C H B
A N A
N D P
R O
F
IL
E
117-NP5T-13
120-NP5T-13
CONTROL CHECK DAM
TEMPORARY EROSION
or Silt Fence
Temporary Erosion Control Berm
CONTROL CHECK DAM
TEMPORARY EROSION
DITCH 15
TIE INTO EXISTING
DITCH 15 C/L
0.15% BOTTOM GRADE)
(5 FT. BOTTOM WIDTH/
DITCH C C/L STATION
EL 332.5
DITCH START
SHEETS C-021 and C-022)
EXTENTS OF FILL (REFER TO
AT EL 331.3
TIE INTO DITCH 3
FOR DETAILS
SEE SHEET C-013
C-013 FOR DETAILS
EL 331.3 / SEE SHEET
TIE INTO DITCH 15 AT
C-013 FOR DETAILS
AT EL 331.6, SEE SHEET
TIE INTO DITCH 15
1V:10H SLOPES
C-013 FOR TIE-IN DETAILS -
TO ELEV. 334, SEE SHEET
FROM DITCH BOTTOM UP
R-200 RIPRAP PROTECTION
FEET TO TIE INTO DITCH C
DITCH 15 EXTENDED 96
FOR TIE-IN DETAILS
ELEV. 334, SEE SHEET C-013
FROM DITCH BOTTOM UP TO
R-200 RIPRAP PROTECTION
C -0
P
L A
N A
N D P
R O
F
IL
E .d g n
41+00
DITCH B C/L STATION
SPOIL BANK STOP AT LIMITS
CONSTRUCTION
STOP - END OF DITCH B
START - DITCH B C/L 33+23
SPOIL BANK C/L
STOP - END OF DITCH C
START - DITCH C C/L 0+00
SPOIL BANK C/L
BL10
BL11
334.0
EMANKMENT AT EL.
TOP OF SPOIL
EL. 334.0
EMANKMENT AT
TOP OF SPOIL
9. EROSION CONTROL BERM OR SILT FENCE MAY BE USED.
8. TREES IN THE AREA OF DITCH B, C AND DITCH 15 HAVE BEEN CLEARED.
VERTICAL DISTANCE OF FILL IS 3' OR GREATER AND THE SLOPE IS STEEPER THAN 1V:10H.
7. BENCHING IS REQUIRED FOR AREAS DESIGNATED FOR FILL WHERE THE
6. FILL SHALL BE SEMICOMPACTED, RANDOM FILL UNLESS OTHERWISE NOTED.
5. SEE SHEET C-011 FOR TYPICAL GRADING DETAILS.
4. SEE SHEETS C-020 THROUGH C-023 FOR TYPICAL CROSS SECTIONS.
3. ALL PROFILES HAVE A 1"=100' HORIZONTAL SCALE AND 1"=10' VERTICAL SCALE.
AND TEMPORARY EROSION CONTROL CHECK DAM LOCATIONS.
FOR ELEVATIONS, COORDINATE LOCATIONS OF WELLS, DITCH ALIGNMENTS,
2. SEE WELL TABLE ON SHEET C-006 AND DITCH TABLE ON SHEET G-005
1. ALL FILL AND CUT SLOPES ARE 1V:3H, UNLESS NOTED OTHERWISE.
0+00 5+00
10+
CL53
N
CL54
CL55
DCL7
M4 4 0+0
M4 45+00 M4 50+00 M5 2+42M5 2+42
DCL9
DCL6 DCL5 DCL4 DCL3 DCL2 DCL1
DCL8
WELL
#35
WELL #36 WELL #37 WELL #38 WELL #39 WELL #40 WELL #41
WELL #42
WELL
#34
EXISTING WELL #1 EXISTING WELL #2 EXISTING WELL #3 EXISTING WELL #4 EXISTING WELL #5
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
345345
345345
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+00
PLAN VIEW
PROFILE VIEW
FLOW
FLOW
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
W E
L L
C-007
122-NP5-13
121-NP5-13
124-NP5-13
M A
T C
H T
O S
H E
E T C -0
W E
L L
W E
L L
DITCH D C/L STATION
DITCH D C/L
LEVEE BASELINE
EXISTING WELLS
COLLECTOR DITCH C/L FOR
FLOW
E L E
V A
T
IO
N N
A V
D
0.04% BOTTOM GRADE
5 FT. BOTTOM WIDTH /
Construction Limit
Ditch Bottom
Existing Ground Surface
CONSTRUCTION LIMITS
D
IT
C H D S
T A T
O
P L
A N A
N D P
R O
F
IL
E
EXISTING GROUND
1V:3H TO TIE IN WITH
DITCH D TO SLOPE UP AT
EXISTING DITCH 3 C/L
SCALE: 1''= 100'-0"
0 100'100' 50'
123-NP5T-13
or Silt Fence
Temporary Erosion Control Berm
EL. 332.0
DITCH START
Z = 360.15
Y = 13530484.662
X = 852687.877
MONUMENT
RECOVERED TYPE F
M4/ 52+60 = M5/ 0+00
C -0
P
L A
N A
N D P
R O
F
IL
E .d g n
BL12
BL13
BL14
M5 0+00.00
M4 52+61.83
7. EROSION CONTROL BERM OR SILT FENCE MAY BE USED.
6. ALL FILL SHALL BE SEMICOMPACTED, RANDOM FILL, UNLESS OTHERWISE NOTED.
5. SEE SHEET C-011 FOR TYPICAL GRADING DETAILS.
4. SEE SHEETS C-023 THROUGH C-025 FOR TYPICAL CROSS SECTIONS.
3. ALL PROFILES HAVE A 1"=100' HORIZONTAL SCALE AND 1"=10' VERTICAL SCALE.
FOR ELEVATIONS, COORDINATE LOCATIONS OF WELLS, AND DITCH ALIGNMENTS.
2. SEE WELL TABLE ON SHEET C-007 AND DITCH TABLE ON SHEET G-005
1. ALL FILL AND CUT SLOPES ARE 1V:3H.
CL2
CL91
CL92
CL93
CL94CL95
CL96
CL97
CL98
CL99
CL1
M 1 25+00
M 1 30+00
M1 35+00
M1 40+00
M1. 50+00
M1. 55+00
CL3
CL5
CL6
CL7
CL4
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
0 40 80 120 160 200 240-40-80-120
M1 26+76.4577
335 335
M1 31+75.8355
0 40 80 120 160 200 240-40-80-120
C-008
N
PLAN VIEW
E X
C A
V A
T E
D M
A T
E R
IA
L D
IS
P O
S A
L A
R E
A
VERTICAL SCALE - 1"=10'
HORIZONTAL SCALE - 1"=100'
A
B
A
TYPICAL EMDA SECTION
VERTICAL SCALE - 1"=10'
HORIZONTAL SCALE - 1"=100'
B
TYPICAL EMDA SECTION
CONSTRUCTION LIMITS CONSTRUCTION LIMITS
LEVEE
EXISTING
TOP OF
LEVEE
EXISTING
TOP OF
E L E
V A
T
IO
N
E L E
V A
T
IO
N
M A T C
H T
O S
H E E T C -0
Existing Ground Surface
Construction Limit
Disposal Area 1
Limits of Excavated Material
Existing Ground Surface
LEVEE BASELINE
CONSTRUCTION LIMITS
EM-1
EM-2
EM-9
EM-3
EM-8
EM-7
EM-4
EM-6
EM-5
SCALE: 1''= 100'-0"
0 100'100' 50'
SEMI-COMPACTED RANDOM FILL
DISPOSAL AREA 1 -
EXCAVATED MATERIAL
or Silt Fence
Temporary Erosion Control Berm
C -0
E
M D
A .d g n
Grade of semicompacted, random fill.Grade of semicompacted, random fill.
PI M1 40+71
PI M1 55+33
P I M
BASELINE
LEVEE
BASELINE
LEVEE
SLOPE
MAX 1V:20H
TOP BANK
SLOPE
MAX 1V:20H
TOP BANK
DRAINAGE PATTERNS IN AREAS WHERE FILL IS PLACED.
6. CONTRACTOR SHALL MAINTAIN EXISTING STROM WATER
TO TIE IN WITH THE EXISTING GROUND.
6. CONTRACTOR SHALL ENSURE SMOOTH TRANSITION OF THE FILL
SHALL BE 1V:20H OR LESS.
5. ALL FILL SLOPES OF EXCAVATED MATERIAL DISPOSAL AREA 1
TO PROTECT AGAINST EROSION.
COMPLETED FILL BE EXPOSED WITHOUT MULCH PROTECTION
4. AT NO TIME SHALL MORE THAN 300 LINEAR FEET OF
TYPICAL SECTIONS
NOT EXCEED THE DITCH TOP BANK ELEVATION SHOWN ON THE
ABOVE THE EXISTING GROUND SURFACE. CREST OF FILL SHALL
3. AT NO TIME SHALL THE HEIGHT OF THE FILL EXCEED 5 FEET
TYPICAL SECTIONS.
EXISTING LEVEE TOE AND GRADE TO DRAIN AS SHOWN ON
2. CONTRACTOR SHALL SEMICOMPACT RANDOM FILL ALONG
SEMICOMPACTED FILL.
SPECIFICATIONS SECTION 31 24 00.00 12, SECTION 3.3.2 -
PLACED IN ACCORDANCE WITH THE REQUIREMENTS STATED IN
1. FILL IN EMDA-1 SHALL BE SEMICOMPACTED, RANDOM FILL
C
C L
C L
C L
C L
C L
M2 5+00 M2 10+00 M2 15+00 M2 20+00
M2 25+00
M2 30+00
C L
C L
C L
C L
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
0 25 50 75 100-25-50-75-100
N
PLAN VIEW
A B
A N
D O
N E
D R
A
IL
R O
A D E
M B
A N
K M
E N
T
E X
C A
V A
T E
D M
A T
E R
IA
L D
IS
P O
S A
L A
R E
A
A
VERTICAL SCALE - 1"=10'
HORIZONTAL SCALE - 1"=20'
A
TYPICAL EMDA SECTION
PROFILE OF TOP OF LEVEE
LEVEE BASELINE STATION
E L E
V A
T
IO
N
E L E
V A
T
IO
N
M A
T C
H T
O S
H E
E T C -0
C-009
M A
T C
H T
O S
H E
E T C -0
Construction Limit
Disposal Area 2
Limits of Excavated Material
Existing Ground Surface
Existing Ground Surface
EM-13
EM-10
EM-11
EM-12
SCALE: 1''= 100'-0"
0 100'100' 50'
ABANDONED RAILROAD
M2 3+00 M2 4+50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
C -0
E
M D
A .d g n
IN AREAS WHERE FILL IS PLACED.
6. CONTRACTOR SHALL MAINTAIN EXISTING STROM WATER DRAINAGE PATTERNS
IN WITH THE EXISTING GROUND.
OR LESS. CONTRACTOR SHALL ENSURE SMOOTH TRANSITION OF THE FILL TO TIE
5. ALL FILL SLOPES OF EXCAVATED MATERIAL DISPOSAL AREA 1 SHALL BE 1V:20H
EXPOSED WITHOUT MULCH PROTECTION TO PROTECT AGAINST EROSION.
4. AT NO TIME SHALL MORE THAN 300 LINEAR FEET OF COMPLETED FILL BE
EXISTING GROUND SURFACE.
3. AT NO TIME SHALL THE HEIGHT OF THE FILL EXCEED 5 FEET ABOVE THE
TOE AND GRADE TO DRAIN AS SHOWN ON TYPICAL SECTIONS.
2. CONTRACTOR SHALL SEMI-COMPACT RANDOM FILL ALONG EXISTING LEVEE
1. FILL PLACED IN EMDA-1 SHALL BE SEMI-COMPACTED, RANDOM FILL
NOTES:
1V:3.5H 1V:3.5H
PI M2 16+01
PI M2 20+98
BL1
BASELINE
LEVEE
COMPACTION REQUIREMENTS
IMPERVIOUS FILL, SEE SPECIFICATIONS FOR
MATERIAL DISPOSAL AREA 2.
12, PARAGRAPH 3.3.2 - SEMICOMPACTED FILL - EXCAVATED
REQUIREMENTS FOUND IN SPECIFICATION SECTION 31 24 00.00
LEVEE AT EXCAVATED MATERIAL DISPOSAL AREA 2 USING THE
3. CONTRACTOR SHALL BENCH COMPACTED FILL INTO EXISTING
CROWN AND GRADE TO DRAIN AS SHOWN ON TYPICAL SECTION.
2. CONTRACTOR SHALL COMPACT IMPERVIOUS FILL AT LEVEE
AREA 2 .
3.3.2 - SEMICOMPACTED FILL - EXCAVATED MATERIAL DISPOSAL
FOUND IN SPECIFICATION SECTION 31 24 00.00 12, PARAGRAPH
IMPERVIOUS FILL COMPACTED USING THE REQUIREMENTS
1. FILL IN EXCAVATED MATERIAL DISPOSAL AREA 2 SHALL BE
NOTES:
Grade of impervious fill, compacted to requirements in specifications.
in specifications.
Grade of impervious fill, compacted to requirements
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
21" MIN
V A
R
IE
S
M A
X
M
IN
4'-0"
M
IN
NOT TO SCALE
6" MIN.
G R
O U
T M
IX
STEEL, ALL WELDED CONSTRUCTION)
8" I.D. WELL SCREEN (ALL STAINLESS
8" I.D. STAINLESS STEEL RISER PIPE
4"
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
8.65" I.D.
10.65" O.D.
¼"
16"
1¼"
NOT TO SCALE
18" NOMINAL I.D.
0.53"
3.5"
NOM. O.D.
20.20"
1.28"
1.10"
0.38"
0.19"
0.25" SLOT
1.13"
2.50"
0.50"
1.00"
NOT TO SCALE
R = 3⅝
¼"
8" NOMINAL
SLEEVE O.D.
TYP.
16"
9⅞" Ø
6"
16"
TYP.
T
Y P
R 3'-
5½ " T
YP.
BOTTOM PLUG OF WELL
GRAVEL PACK
WELDED OR THREADED CONNECTION
TOP OF WELL SCREEN
SEE ANGULAR FACE RING DETAIL
SEE RELIEF WELL OUTLET DETAIL
SEE CHECK VALVE DETAIL
PAINTED YELLOW
GUARD POST CONCRETE FILLED
4"Ø SCH. 40 BLACK STEEL PIPE
CONCRETE WELL PAD DETAIL)
4'Ø CONCRETE WELL PAD (SEE
CONTINUOUS WELD
ANGULAR FACE RING
RISER PIPE
STAINLESS STEEL
TO COUPLING NUT
HEAD CAP SCREWS THREAD
(4) HOLES FOR 0.38" SOCKET (¼" THICK)
LOOSE COVER 21.00" O.D.
R = 9.46"
0.38 - 16 UNC (4 PLACES)
BETWEEN RODS ON 90°
WELD COUPLING NUT
WIRE
ROD
PLAIN SQUARE ENDS
COVER
0.63" BOLT
R = 9.62"
NOT (WELDED TO BOLT)
SLOTTED LUG
ROD (60)
0.07 x 0.75"
190 WIRE
WELD
⅜" Ø ALUMINUM GUIDE RODS
RISER PIPE
STAINLESS STEEL
ANGULAR FACE RING (SEE DETAIL)
¼" ALUMINUM PLATE
WELD
¼" ALUMINUM PLATE
RODS AND LIFTING RING
EQUALLY SPACED TO MISS GUIDE
WITH STAINLESS STEEL HEX NUTS,
6 - ⅜"Ø x 1½" ALUMINUM BOLTS
(SEE DETAIL)
CONCRETE WELL PAD
ATTACHED BY WELDING
⅜"Ø ALUMINUM LIFTING RING
¼ THICK NEOPRENE GASKET
YELLOW
FILLED PAINTED
POST CONCRETE
STEEL PIPE GUARD
4"Ø SCH. 40 BLACK
BACKFILL
CONCRETE
RELIEF WELL DETAIL
CONCRETE WELL PAD DETAIL
RELIEF WELL OUTLET DETAIL
CHECK VALVE DETAIL
ANGULAR FACE RING DETAIL
FINAL GRADE ELEVATION
SAND
REMOVABLE). SEE NOTE 5.
ALLOW SWIVEL (COVER IS NOT
⅝" x 3.50" LG. BOLT WELDED TO
12"
GUARD POST DETAIL
C-010
S T
A N
D A
R D R
E L
IE
F W
E L L D
E T
A
IL
S
ASTM 1116/C 11116/M
SYNTHETIC FIBER AS SPECIFIED IN
CONCRETE REINFORCED WITH TYPE III
4'Ø CONCRETE WELL PAD
DITCH
TO DRAIN TO
SLOPE CONCRETE
4'-0"
SCREEN OR COMPARABLE MANUFACTURER.
OBTAINED AS A COMPLETE UNIT FROM JOHNSON WELL
6. THE RELIEF WELL OUTLET ASSEMBLY MAY BE
SHOWN IN 'RELIEF WELL DETAIL'.
6. EMBED OUTLET SCREEN 4" INTO CONCRETE AS
5. WELD THE ⅝" BOLT DIRECTLY TO THE COVER PLATE.
4. TOTAL ROD AREA = 2.74 IN²
3. TOTAL FLOW AREA IS 622 IN² FOR 20" SCREEN
2. MATERIAL TO BE 304 SS, ASTM A276 (RING PLATE)
1. MATERIAL TO BE 304 SS, ASTM A555 (SCREEN)
RELIEF WELL OUTLET NOTES:
C -0
S
T A
N D
A R
D R
E L
IE
F W
E L L D
E T
A
IL
S i n c h d g n
THICKNESS OF PAD
DITCH / 9.5" MIN
TO DRAIN TO
SLOPE CONCRETE
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
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps a u t o t im e
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S M
E M
P H
IS
D
IS
T R
IC
T
L
IT
T L E R
IV
E R D
R A
IN
A G
E D
IS
T R
IC
T
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
D B
A N
E N
C o ry H
W il li a m s P .E
Memphis District
D u n c a n A d ri a n P .E
/2
/2
N A
S H
M O P
A R
C E
L R
E L
IE
F W
E L L S
/2
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
FINISH
4' (TYP)
GRADE
EXISTING
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING 12ft (TYP) BENCH
5ft
(TYP)
WELL PAD
4' CONCRETE
12ft (TYP) BENCH
10ft
BOTTOM (TYP)
5' WIDE
2ft (TYP)
ON FILTER FABRIC
12 IN. R-90 RIPRAP
1ft
5ft.
1ft.
5ft.
C-011
GRADE
EXISTING
GRADE
FINISH
5ft
10ft
ON FILTER FABRIC
12 IN. R-90 RIPRAP
2ft. (TYP)
T Y
P
IC
A L G
R A
D
IN
G D
E T
A
IL
S
BENCH & DITCH (N.T.S.)*
PLAN VIEW - TYPICAL WELL WITH CONTINUOUS
CONTINUOUS BENCH & WITH DITCH - CUT (N.T.S.)*
TYPICAL WELL SECTION WITH
BENCH, DITCH AND SPOIL BANK - FILL (N.T.S.)**
PLAN VIEW - TYPICAL WELL WITH CONTINUOUS
BENCH, DITCH AND SPOIL BANK - FILL (N.T.S.)**
TYPICAL WELL SECTION WITH CONTINUOUS
END OF DITCH B AND DITCH C
APPLIES TO DITCH B FROM STA. 33+23 TO
**APPLIES TO WELLS 27 THROUGH 31
RANDOM FILL
BE SEMICOMPACTED
SPOIL EMBANKMENT TO
RANDOM FILL
BE SEMICOMPACTED
SPOIL EMBANKMENT TO
C -0
T
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A L
G R
A D
IN
G
D E
T A
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S .d g n
12ft
(TYP)
SLOPES
1V:3H SIDE
(TYP)
SLOPES
1V:3H SIDE
1V:3H 1V:
3H1V:
3H
1V :3H 1V:
3H 1V:3H
12ft
(TYP)
SLOPES
1V:3H SIDE
(TYP)
SLOPES
1V:3H SIDE BANK AT EL 334
TOP OF SPOIL
TOP AT EL 334
FINISHED GRADE
SPOIL BANK
SLOPES (TYP)
1V:3H SIDE
DITCH C/L
DITCH C/L
SLOPES (TYP)
1V:3H SIDE
BOTTOM (TYP)
5' WIDE
C/L
DITCH
STA. 33+23, AND DITCH D
APPLIES TO DITCH A1, A2, DITCH B FROM BEGINNING TO
*APPLIES TO WELLS 1 THROUGH 26 AND 32 THROUGH 42
C/L
DITCH
DRAINAGE
COLLECTOR DITCH FOR POSITIVE
SLOPE AT 2.0% GRADE TOWARD
12' WIDE RELIEF WELL BENCH TO
DRAINAGE
COLLECTOR DITCH FOR POSITIVE
SLOPE AT 2.0% GRADE TOWARD
12' WIDE RELIEF WELL BENCH TO
(TYP)
WELL PAD
4' CONCRETE
WELL PAD
FROM EDGE OF
EXTENDS 2 FEET
R-90 RIPRAP
WELL PAD
FROM EDGE OF
EXTENDS 2 FEET
R-90 RIPRAP
CONCRETE WELL PAD
2 FEET FROM EDGE OF
R-90 RIPRAP EXTENDES
WELL PAD
FEET FROM EDGE OF
R-90 RIPRAP EXTENDS 2
SLOPE ELEVATION.
TOP OF DITCH SIDE
IS EQUAL TO THE
PAD TOP ELEVATION
CONCRETE WELL
SLOPE ELEVATION.
TOP OF DITCH SIDE
IS EQUAL TO THE
PAD TOP ELEVATION
CONCRETE WELL
OF GRADING ACTVITIES SHALL BE 3 INCHES.
THE MINIMUM THICKNESS OF TOPSOIL PLACED FOLLOWING COMPLETION
STRIPPED TO A DEPTH OF 3 INCHES AND STOCKPILED FOR LATER REUSE.
2. PRIOR TO EXCAVATION OR PLACEMENT OF FILL, TOPSOIL SHALL BE
1. REFER TO SHEET G-005 FOR DITCH C/L ALIGNMENT TABLES.
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US Army Corps
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US Army Corps a u t o t im e
ID
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109-NP5-13
FLOW
FLO
W
Construction Limit
Ditch Bottom
Existing Ground Surface
A B
ASCALE: 1" = 20'
DITCH A1 AND A2 TO DITCH 3 TIE-IN PROFILE
BSCALE: 1" = 20'
DITCH A1 AND A2 TO DITCH 3 TIE-IN SECTION
FLOW
FLOW
F L
O W
Ditch Centerline
DITCH A1 DITCH A2
D
IT
C H
12 FT.
F L
O W
DITCH A1 AND A2 TO DITCH 3 TIE-IN DETAIL
SCALE: 1" = 20'
PLAN VIEW OF DETAIL AREA
EXISTING GROUND
PROPOSED GRADE
1V:3H
PROPOSED GRADE
EXISTING GROUND
BOTTOM OF DITCH 3
FILTER MATERIAL AT
18 IN. R-200 RIPRAP ON 6 IN.
BOTTOM OF DITCH A2
FILTER MATERIAL AT
18 IN. R-200 RIPRAP ON 6 IN.
DITCH 3
DITCH A1, A2 AND EXISTING
FILTER MATERIAL AT BOTTOM OF
18 IN. R-200 RIPRAP ON 6 IN.
WELL 14
PROTECT DITCH 3 TIE-IN
CONTRACTING OFFICER TO
ELEV. 340.0 AS DIRECTED BY
RIPRAP SHALL EXTEND BEYOND
STATION 37+72
RIPRAP EXTENT - DITCH A1
STATION 0+24
RIPRAP EXTENT - DITCH 3
LEVEE BASELINE
DITCH A1 C/L
CONSTRUCTION LIMITS
DITCH 3 C/L
DITCH…
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