AdvPlans_WHAB15.pdf
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Maintenance Dredging
M a in te n a n c e D re d g in g W il m in g to n H a rb o r
A n c h o ra g e B a s in B e tw e e n C h a n n e l
E a g le I s la n d C e ll D ik e R a is e I F
B N o
W P
M -1
-B -0
Counties, North Carolina New Hanover and Brunswick
& Eagle Island Cell 1 Dike Raise Anchorage Basin, Between Channel Wilmington Harbor
IFB No. W912PM-15-B-0002
N
E W
H A
N O
V E
R C
O U
N T
Y
O B
R U
N S
W
IC
K
C U
N T
Y
Cape Lookout
AT
LA
NT
IC
OCE
AN
City Morehead
BERTHS 1 THRU 9 & VOPAK
NC STATE PORTS AUTHORITY
Southport
SEE PLATES CN107, CN109 AND CN110
PROJECT
Wilmington
Beach
Carolina
Beach
Wrightsville
Island
Bald Head
BETWEEN CHANNEL
C ap e Fe ar R iv er
ANCHORAGE BASIN
SEE PLATES CN105 AND CN106
SEE PLATE CN108
Plate No. Title
64201
SCALE IN MILES
EAGLE ISLAND DISPOSAL AREA
N
74 133
132117
TO I-40
A t l a n t i c
O c e a n
Approval Recommended: *
Approved: *
DATE
DATE
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
CHIEF, DESIGN AND GENERAL ENGINEERING SECTION
CHIEF, ENGINEERING BRANCH
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
A
D
L
C A T
IO
P S
IN
D
X
F
R
A W
IN
G S P
R O J E
T
V E
R V
IE
W
GI01
w h a b in d x lo c .d g n
SPILLWAY No. 1 PIPE MODIFICATION
NC STATE PORTS AUTHORITY BERTHS No. 6, No. 7, No. 8 AND No. 9
NC STATE PORTS AUTHORITY BERTHS No. 3, No. 4 AND No. 5
BETWEEN CHANNEL
NC STATE PORTS AUTHORITY BERTHS No. 1, No. 2 AND VOPAK TERMINAL
ANCHORAGE BASIN STA 40+00 TO STA 84+05
ANCHORAGE BASIN STA 0+00 TO STA 40+00
CROSS SECTIONS - CROSS DIKE 1-2 STA. 0+00 TO STA. 13+47.8
CROSS SECTIONS - CELL No. 1 STA. 166+00 TO STA. 183+34
CROSS SECTIONS - CELL No. 1 STA. 136+00 TO STA. 165+00
CROSS SECTIONS - CELL No. 1 STA. 106+00 TO STA. 135+00
CROSS SECTIONS - CELL No. 1 STA. 76+00 TO STA. 105+00
CROSS SECTIONS - CELL No. 1 STA. 46+42 TO STA. 75+00
CROSS DIKE 1-2 STA. 0+00 TO STA. 13+47.8
PLAN & PROFILE - DIKE RAISE - CELL No. 1 STA. 155+00 TO STA. 183+34
PLAN & PROFILE - DIKE RAISE - CELL No. 1 STA. 95+00 TO STA. 155+00
PLAN & PROFILE - DIKE RAISE - CELL No. 1 STA. 46+62 TO STA. 95+00
SEDIMENT AND EROSION CONTROL & STOPLOG DETAILS
EAGLE ISLAND CELL No. 1 DISPOSAL AREA
INDEX OF DRAWINGS, PROJECT OVERVIEW AND LOCATION MAPS
S001
CN110
CN109
CN108
CN107
CN106
CN105
CN306
CN305
CN304
CN303
CN302
CN301
CN104
CN103
CN102
CN101
GI02
GI01
AND PLATES CN301 THRU CN306
SEE PLATES GI02, CN102 THRU CN104,
12 JUNE 2015
12 JUNE 2015
C
B Y
A
B C D
E F G H
F
IL
M E
D A T E
R E
V
IE
W
D R
A W
IN
G
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
IG
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R P S
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IK
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
INDEX OF DRAWINGS
PROJECT OVERVIEW
PROJECT LOCATION
DARE
N E
W H
A N
O V E
R
M O
O R
E
CHATHAM
A L
A M
A N
C E
CARTERET
V I R G I N I A
S O U T H C A R
O L I N
A
Wilmington
Manteo
Elizabeth City
Cape Hatteras
Cape Fear
Rodanthe
Not To Scale
PA
M
LI
C O S
O U N D
R O
A N
O K
E
R
IV
E R
N E U S E
R
IV
ER
C H
O W
A N
C A P E
F E A R
RIVER
HYDEBEAUFORTPITT
EDGECOMBE
WASHINGTON TYRREL
PAMLICO
CRAVEN
JONES
ONSLOW
DUPLIN
PENDER
BRUNSWICK
COLUMBUS
ROBESON
HOKE
LEE
C A
S W
E L L
PERSON
ORANGE
DURHAM
WAKE
JOHNSTON
FRANKLIN
VANCE
WARREN
HALIFAX
NORTHAMPTON
HERTFORD
GATES
NASH
WILSON
SAMPSON
CUMBERLAND
G R
A N
V
IL
L E
P E R
Q U
IM
A N S
P A S Q
U O T A N
K
C A
M D E N
C U R R
IT
U C
K
MARTIN
BERTIE
GREENE
LENOIR
WAYNE
HARNETT
BLADEN
SCALE: 1 : 12000
SCALE IN FEET
01000 500 1000 2000
SPILLWAY NO. 2 CELLS 1-2-3 TO STA 5+00 CROSS DIKE 1-2
150’ FROM CENTERLINE FROM STA 52+00
S
TA
52+00
EXCEPT AS NOTED
300’ FROM CENTERLINE
B
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AA
A
A
A
A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AB
SPILLWAY NO. 8
CELL NO. 3 DIKE
ACCES
S R
OAD
REPAIR YARD
US ARMY ENGINEER
N ,0
E ,3 ,0
E ,3 ,0
N ,0
SPILLWAY NO. 4
SPILLWAY NO. 6
B
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
DIKE 1-2
CROSS
STA
5+
SPILLWAY NO. 9
SPILLWAY NO. 7
SPILLWAY NO. 3
SPILLWAY NO. 2
SPILLWAY NO. 1
N O
R
TH
C
A R
O
LI
N A S
TA
TE
P
O R
TS
A
U
TH
O R
IT
Y
FO
U R
TH
E
A S T
JE
TT
Y C
H A N
N E L
CELL NO. 3
DISPOSAL AREA
EAGLE ISLAND
CELL NO. 2
DISPOSAL AREA
EAGLE ISLAND
ANCHORAGE
BASI
N
SPILLWAY NO. 5
CELL NO. 2 DIKE
B R
U N S
W
IC
K R
IV
E R
C A P E F E A R R
IV
E R
N
HW
Y
TO
US
& 421
U.S. 74, 76, BUS 17
MEMORIAL BRIDGE
CAPE FEAR
AREA TO BE DREDGED
DISPOSAL AREA
LEGEND
CELL NO. 1
DISPOSAL AREA
EAGLE ISLAND
CELL NO. 1 DIKE
DIKE 1-2
CROSS
DIKE 2-3
CROSS
CHANNEL
BRUNSW
IC
K
UPP
ER
w h a b e a g le is le .d g n
CELL NO. 1
DISPOSAL AREA
EAGLE ISLAND
CELL NO. 1 DIKE
BORROW AREA
BORROW AREA
EL. 5.18
E 2,315,621.55 N 174,691.12
8120 C 1976 NO1 1986
CONTROL PT.
EL. 18.37
E 2,318,057.65 N 163,894.21
LENFESTEY 2006
CONTROL PT.
EL. 32.41
E 2,318,380.99 N 162,523.85
PORT 2006
CONTROL PT.
EL. 43.31
E 2,322,247.68 N 162,378.76
MCDONALDS 1980
CONTROL PT.
EL. 11.99
E 2,311,565.0 N 177997.0
BRU 21 1979
CONTROL PT.
E A
G L E
IS
L A
L L
N o
D
IS
P O
S A L
A
R E
A
GI02
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.
REPRESENTATIVE. RESTORATION SHALL ONLY COMMENCE FOLLOWING DIRECTION FROM THE CONTRACTING
SHALL BE RESTORED TO THE SATISFACTION OF THE CONTRACTING OFFICER OR HIS/HER DESIGNATED
OR FILLING OF WETLANDS WILL NOT BE ALLOWED. WETLANDS DAMAGED BY THE CONTRACTOR’S OPERATION
THE WETLANDS LOCATED OUTSIDE THE CELL 1, 2 AND 3 DIKES ARE PROTECTED BY LAW. EXCAVATION AND/
BE IN PLACE AROUND THE END OF THE SUCTION LINE.
DIRECTLY FROM THE PONDED AREA INSTEAD OF FROM THE SPILLWAY RISER BOXES, A TURBIDITY CURTAIN SHALL
01 57 20.00 10 ENVIRONMENTAL PROTECTION OF THE SPECIFICATIONS. IF THE CONTRACTOR CHOOSES TO PUMP
PROTECTION SECTION OF THE SPECIFICATIONS. SEE PARAGRAPH "TURBIDITY MONITORING" OF SECTION
PIPES SHALL BE IN COMPLIANCE WITH THE TURBIDITY MONITORING REQUIREMENTS OF THE ENVIRONMENTAL
PIPES LOCATED AT THE OUTSIDE TOE OF THE DIKE AT EACH OF THE SPILLWAYS. WATER PUMPED INTO THE HDPE
PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. WATER SHALL BE PUMPED INTO THE 30" HDPE
THE FOLLOWING REQUIREMENTS SHALL APPLY. PRIOR TO PUMPING, THE CONTRACTOR SHALL SUBMIT A PUMPING
OPERATIONS, THE CONTRACTOR MAY NEED TO USE PUMPS. IF THE CONTRACTOR DEWATERS BY PUMPING, TO EFFECTIVELY DEWATER CELL 1 AND MAINTAIN 2 FEET OF FREEBOARD DURING DREDGING AND DISPOSAL
REPAIR AS LISTED IN THE BID SCHEDULE.
AND INSTALL THE TIMBER STOPLOGS SHALL BE INCLUDED IN THE CONTRACT PRICE FOR SPILLWAY 1 PIPE
ALL COSTS FOR LABOR, MATERIAL, EQUIPMENT, TOOLS, SUPPLIES AND INCIDENTALS NECESSARY TO FURNISH
CELL No. 1 DISPOSAL AREA TO PROVIDE PROPER DRAINAGE OF RETAINED WATER FROM THE DISPOSAL AREA.
THE CONTRACTOR SHALL FURNISH AND INSTALL TIMBER STOPLOGS IN THE EXISTING SPILLWAY RISERS OF THE
PIPE FROM THE RISER BOX THROUGH THE DIKE EMBANKMENT WAS REMOVED UNDER A PREVIOUS CONTRACT.
SPILLWAY 3 CONSISTS OF A 4’X8’ RISER BOX. SPILLWAY 3 DOES NOT HAVE AN OUTLET PIPE. THE OUTLET
PIPE EXTENDS INTO A 30" HDPE PIPE. THE 30" HDPE PIPE EXTENDS TO THE BRUNSWICK RIVER.
THE DIKE EMBANKMENT. AFTER CLEARING THE OUTSIDE SLOPE OF THE DIKE EMBANKMENT THE 12" HDPE
SPILLWAY 2 CONSISTS OF A 4’X4’ RISER BOX CONNECTED TO A 12" HDPE PIPE WHICH EXTENDS THROUGH
FEAR RIVER. THE CONTRACTOR SHALL MODIFY THE CAAP/HDPE PIPE CONNECTION AS SHOWN ON PLATE S001.
SLOPE OF THE DIKE EMBANKMENT, THE CAAP CONNECTS TO A 30" HDPE PIPE WHICH EXTENDS TO THE CAPE
ALLOY PIPE (CAAP) WHICH EXTENDS THROUGH THE DIKE EMBANKMENT. AFTER CLEARING THE OUTSIDE
SPILLWAY 1 CONSISTS OF A 4’X8’ RISER BOX CONNECTED TO A 30" DIAMETER CORRUGATED ALUMINUM
TIME THE NOTICE TO PROCEED WAS ISSUED.
SHALL RESTORE THE ACCESS ROADS TO A CONDITION EQUAL TO OR BETTER THAN THAT FOUND AT THE
EQUIPMENT. UPON COMPLETION OF DISPOSAL OPERATIONS AND REMOVAL OF PIPELINE, THE CONTRACTOR
AT THE EAGLE ISLAND DISPOSAL AREA. RAMPS MUST BE SUITABLE FOR PASSAGE OF VEHICLES AND
THE CONTRACTOR SHALL PROVIDE RAMPS OVER PIPELINE WHERE PIPELINE CROSSES ACCESS ROADS
WETLANDS. SEE SECTION 01 57 20.00 10 PARAGRAPH WETLANDS FOR WETLAND CROSSING REQUIREMENTS.
EAGLE ISLAND SO AS TO AVOID ADVERSE IMPACTS (INCLUDING TEMPORARY IMPACTS) SUCH AS RUTTING
THE CONTRACTOR SHALL EXERCISE CAUTION WHEN BRINGING PIPE FROM THE CAPE FEAR RIVER ONTO
DISPOSAL OPERATIONS.
TO THE DISPOSAL AREA AND INITIAL DISCHARGE POINT PRIOR TO COMMENCEMENT OF DREDGING AND
THE CONTRACTOR SHALL OBTAIN CONTRACTING OFFICER’S APPROVAL OF THE PIPELINE ACCESS ROUTES
EAGLE ISLAND AS NEEDED TO AVOID CONFLICTS AND DELAYS.
CONTRACT SHALL COORDINATE CONTRACT OPERATIONS WITH OTHER CONTRACTORS WORKING AT
DURING THE TIME PERIOD OF THIS CONTRACT. THE CONTRACTOR PERFORMING WORK UNDER THIS
OTHER CONTRACTORS MAY BE WORKING AT EAGLE ISLAND UNDER SEPARATE GOVERNMENT CONTRACTS
EMBANKMENT RAISE DETAILS.
SEE PLATES CN102 THRU CN104 AND CN301 THRU CN306 FOR CELL 1 AND CROSS DIKE 1-2 DIKE
DREDGED MATERIAL INTO CELL No. 1 DISPOSAL AREA.
THE SPILLWAY 1 CAAP/HDPE PIPE CONNECTION REPAIR PRIOR TO COMMENCEMENT OF PUMPING
THE CONTRACTOR SHALL COMPLETE ALL CELL 1 AND CROSS DIKE 1-2 DIKE EMBANKMENT WORK AND
SEE PLATE CN101 FOR SEDIMENT AND EROSION CONTROL DETAILS.
CELL No. 1 IN DECEMBER 2014.
CAROLINA STATE PORTS AUTHORITY BERTH AREAS. DREDGED MATERIAL WAS LAST PUMPED INTO
FOR MAINTENANCE DREDGING MATERIAL FROM THE FEDERAL CHANNELS AND THE VOPAK & NORTH
THE EAGLE ISLAND DISPOSAL AREA CELL No. 1 IS THE GOVERNMENT FURNISHED DISPOSAL AREA
VERTICAL DATUM NAVD 88.
HORIZONTAL DATUM NAD 1983.
NOTES:
E T
W E E N C
H A N
N E L
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
M
IN
(8’ MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE)
OR HIS/HER DESIGNATED REPRESENTATIVE
VARIES AS DIRECTED BY THE CONTRACTING OFFICER
w a a b
S E e ta ils .d g n
CN101
C O
N T R
T
O P L
T
A
IL
S S E
D
IM
E
O S
IO
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
N.T.S.
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION
STANDARDS OUTSIDE OF THE CONSTRUCTION AREA ARE NOT VIOLATED. ALL EROSION AND
3. THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT STATE WATER QUALITY
INCLUDING BUT NOT LIMITED TO COMPONENTS, INSPECTION AND MAINTENANCE REQUIREMENTS.
2 SEE SECTION 01 57 23 OF THE SPECIFICATIONS FOR TEMPORARY SILT FENCE REQUIREMENTS
CLEARING AND EARTHWORK OPERATONS.
TEMPORARY SILT FENCE INSTALLATION AND REPAIRS PRIOR TO COMMENCEMENT OF
NEED TO BE REPAIRED AND/OR REPLACED. THE CONTRACTOR SHALL COMPLETE ALL
LENGTH OF THE TSF AROUND CELL 1 AND IDENTIFY, FLAG AND MEASURE SECTIONS WHICH
ALONG WITH THE CONTRACTING OFFICER’S REPRESENTATIVE SHALL WALK THE ENTIRE
TO COMMENCEMENT OF CLEARING AND EARTHWORK OPERATIONS, THE CONTRACTOR
OF CELL No. 1 WAS INSTALLED UNDER A PREVIOUS GOVERNMENT CONTRACT. PRIOR
1. THE EXISTING TEMPORARY SILT FENCE (TSF) LOCATED AROUND THE PERIMETER
TEMPORARY SILT FENCE NOTES:
TEMPORARY SILT FENCE (TSF) DETAIL
4"
TIMBER STOPLOG DETAIL
N.T.S.
STOPLOG NOTES:
PAINT W/ ZINC-RICH PRIMER
OR BY GRINDING & TOUCH-UP
BLUNT END WITH HAMMER
6" FROM EACH END
" x 6" GALV. LAG SCREW2
"4 3"2
"4
"8 5 "4
"16
NUMBER
SPILLWAY
REQUIRED
NEW STOPLOGS
5.
4.
3.
2.
1.
APPLY BRUSH-ON WOOD PRESERVATIVE TO ANY CUT ENDS.
END.
NEW STOPLOGS SHALL HAVE LAG SCREW INSTALLED AS SHOWN 6" FROM EACH
THAN THIS.
CHANNEL WEB TO FACE OF CHANNEL WEB) & CUT STOPLOGS 3/4" SHORTER
MEASURE THE CLEAR WIDTH OF EACH BAY AT EACH STRUCTURE (FACE OF
STOPLOG LENGTH SHALL BE APPROXIMATELY 4’. THE CONTRACTOR SHALL
AREA AS DIRECTED BY THE CONTRACTING OFFICER’S REPRESENTATIVE.
UNUSED STOPLOGS SHALL BE STACKED AT THE SPILLWAY OR AT A STORAGE
BE USED.
PRESERVATIVE) AFTER FABRICATION. UNTREATED NO. 2 WHITE OAK MAY ALSO
TREATED IN ACCORDANCE WITH AWPA U1 (USE CATEGORY UC5B WATERBORNE
NEW STOPLOGS SHALL BE #1 DENSE SOUTHERN PINE AND SHALL BE PRESSURE
FERTILIZERS, AND MULCH.
7. SEE SECTION 32 92 19 IN THE SPECIFICATIONS FOR DETAILS REGARDING APPLICATION AND MAINTENANCE OF SEEDING, SOIL CONDITIONERS, AFTER COMPLETION OF CONSTRUCTION.
DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION AND ALL DISTURBED AREAS WITH SLOPES STEEPER THAN 3H:1V WITHIN 7 CALENDAR DAYS
6. CONTRACTOR SHALL PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITH 3H:1V SLOPES OR FLATTER WITHIN 14 CALENDAR
BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.
SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL MEASURES SHALL
IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA IMMEDIATELY AFTER COMPLETION OF GRADING WORK, TEMPORARY
5. PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA SHALL BE STABLIZIED AS SOON AS POSSIBLE. WHEN IT
ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.
4. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION CONTROL MEASURES, AND
AS PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER EARTH CHANGES HAVE BEEN ACCOMPLISHED.
THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON
3. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THESE PLANS OR AS DIRECTED BY
OFFSITE AREA OR IN WATERWAYS.
2. SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND SHALL NOT BE ALLOWED TO COLLECT ON ANY
AND SHALL REMAIN IN EFFECT AND SHALL BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES NOTED SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION
SOIL EROSION AND SEDIMENT CONTROL MEASURES
COMPACTED FILL
2’ MIN’ (TYP)
WIRES
INTERMEDIATE
MIN. 12.5 GA.
WIRES
TOP & BOTTOM
MIN. 10 GA.
FABRIC
FILTER
FILTER FABRIC
36" MIN WIDTH
(TYP)
POST
STEEL
GROUND LINE
M A
X
4"
8"
F A
B R
IC
F
IL
T E
R
WIRE FABRIC
STEEL POST
VERTICAL WIRES
MIN. 12.5 GA.
HORIZONTAL SCALE: 1" = 200’
200 200 400 600
VERTICAL SCALE: 1" = 10’
10 10 20 30
SCALE IN FEET
NOTES:
10’ 10’
1%
NAVD 88
EL. 40’
SEED & MULCH
INTERIOR
CELL 1
GROUND
EXISTING
N.T.S.
8.
7.
6.
5.
4.
3.
2.
1.
PHOTO DATED: 17 MAR 2015. COPYRIGHT 2015 DIGITAL GLOBE.
IS NOT REQUIRED.
SEEDING AND MULCHING. SEEDING AND MULCHING OF THE CELL 1 BORROW AREA
WITH THE SPECIFICATIONS. SEE TYPICAL SECTION ON THIS DRAWING FOR LIMITS OF
THE CONTRACTOR SHALL SEED AND MULCH DISTURBED AREAS IN ACCORDANCE
SEE PLATES CN301 AND CN302 FOR CROSS SECTIONS.
HAUL, AND PLACE MATERIAL OBTAINED FROM WITHIN THE CELL 1 BORROW AREA.
TRACTOR MAY HAVE TO PROVIDE SPECIAL EQUIPMENT AND HANDLING PROCEDURES TO EXCAVATE, AND CELLS 1-2-3 STA. 52+00 SHALL BE NO CLOSER THAN 150’ OF THE DIKE CENTERLINE. THE CON- THE NORTHEAST CORNER OF CELL 1. THE BORROW AREA LIMITS BETWEEN CROSS DIKE 1-2 STA. 5+00 NO EXCAVATION FOR BORROW WILL BE ALLOWED WITHIN 300’ OF THE DIKE CENTERLINE EXCEPT AT MATERIAL FOR DIKE CONSTRUCTION SHALL BE OBTAINED FROM THE BORROW AREA WITHIN CELL 1.
CONTROL POINTS ARE NOTED ON PLATE GI02.
SURVEYS, INC. IN JANUARY 2015.
AND SUBCONSULTANT AERIAL PHOTOGRAMMETRY COMPANY CONTINENTAL AERIAL
LIDAR AERIAL TOPOGRAPHIC SURVEY WAS PERFORMED BY JOYNER KEENY, PLLC
VERTICAL DATUM: NAVD 88.
HORIZONTAL DATUM: NAD 1983/NSRS2007.
TYPICAL SECTION CELL 1
46+6250+0055+0060+0065+0070+0075+0080+0085+0090+0095+00
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
DISTANCE ALONG CENTERLINE IN FEET
CELL No. 1
N
C E L L
N o
S T
A
A
P L
R O
F
IL
E
D
IS
E w h a b c e ll-
1-p la n 1.
d g n
CN102
BORROW AREA LIMITS
SEE NOTE 5
LEGEND
BORING LOCATION
DIKE RAISE
TOP OF DIKE
INTERCEPT
SLOPE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
P C
.3
P T .9
P I4
.5
P C
.1
P T .4
P C .4
P T .3
P C .2
P T .4
P C
.8
P T .0
P C .9
P T .1
P I7
.0
P C .1
P T .0
P C .1
P T .8
P I8
.4
P C .4
P T .1
P C
.7
P T .5
P I4
.9
P I4
.4
P I5
.5
P I5
.7
P I6
.2
P I6
.8
P I7 .9
P I7
.2
P I8
.7
P I9
.2
P I1
.6
5+00
POB0+00.0
S T
A C ro s s D ik e -2
S T
A .0 C e ll s -2 -3
E= 4.1’ Lc=151.2’
R= 700.0’ T= 75.9’ E 2313979.6 N 164735.9 PI Sta.65+33.8
E 2313687.9 N 166404.7 PI Sta.48+21.5
E= 2.0’ Lc=90.3’
R= 500.0’ T= 45.3’ E 2313687.9 N 166267.8 PI Sta.49+58.4
E= 2.7’ Lc=121.9’
R= 700.0’ T= 61.1’ E 2313728.2 N 166047.1 PI Sta.51+82.5
E= 15.6’ Lc=323.2’
R= 850.0’ T= 163.6’ E 2313961.0 N 165418.3 PI Sta.58+52.7
E= 3.9’ Lc=142.2’
R= 650.0’ T= 71.4’ E 2313947.7 N 164899.1 PI Sta.63+68.2
E 2314318.6 N 163954.5 PI Sta.73+85.0
E= 8.9’ Lc=248.0’
R= 875.0’ T= 124.8’ E 2314397.3 N 163792.8 PI Sta.75+64.9
E= 17.1’ Lc=229.7’
R= 400.0’ T= 118.1’ E 2314581.4 N 163589.8 PI Sta.78+37.2
E= 7.4’ Lc=287.7’
R= 1400.0’ T= 144.4’ E 2314685.0 N 162944.1 PI Sta.84+84.7
E= 21.3’ Lc=580.8’
R= 2000.0’ T= 292.5’ E 2314649.2 N 162319.6 PI Sta.91+09.2
E 2314632.0 N 163298.5 PI Sta.81+26.4
M A
T C
H L
IN
E S
T A
S
E E P
L A
T E C
N
EI-13-CP-T27A
EI-13-CP-T27C
EI-13-CP-T27D
EI-14-UD-T27
EI-13-CP-T27B
EI-13-CP-T26E
EI-13-CP-T26A
EI-13-CP-T26B
EI-13-CP-T26C
EI-14-UD-T26
EI-13-CP-T26D
FENCE
EXISTING SILT
PROPOSED DIKE
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
DIKE
TOP OF EXISTING
DIKE - EL. 40.0’
TOP OF PROPOSED
130+00 135+00 140+00 145+00 150+00 155+00
125+00
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
DISTANCE ALONG CENTERLINE IN FEET
CELL No. 1
95+00100+00105+00110+00115+00120+00125+00
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
DISTANCE ALONG CENTERLINE IN FEET
CELL No. 1
DIKE - EL. 40.0’
TOP OF PROPOSED
DIKE
TOP OF EXISTING
PI Sta.149+57.6 N 163587.2 E 2312438.2 T= 250.1’ R= 1200.0’
Lc=493.1’ E= 25.8’
HORIZONTAL SCALE: 1" = 200’
200 200 400 600
VERTICAL SCALE: 1" = 10’
10 10 20 30
SCALE IN FEET
DIKE - EL. 40.0’
TOP OF PROPOSED
DIKE
TOP OF EXISTING
NOTES:
SEE PLATE CN102 FOR NOTES
SEE PLATES CN302 THRU CN304 FOR CROSS SECTIONS.
PI Sta.100+01.9 N 161476.4 E 2314343.7 T= 124.4’ R= 1000.0’
Lc=247.4’ E= 7.7’
PI Sta.103+56.7 N 161122.2 E 2314308.1 T= 45.6’ R= 150.0’
Lc=88.6’ E= 6.8’
PI Sta.104+85.3 N 161021.0 E 2314224.5 T= 39.4’ R= 200.0’
Lc=77.8’ E= 3.8’
PI Sta.108+84.3 N 160832.5 E 2313871.7 T= 32.9’ R= 1500.0’
Lc=65.8’ E= 0.4’
PI Sta.113+22.6 N 160609.1 E 2313494.5 T= 113.8’ R= 225.0’
Lc=210.7’ E= 27.1’
PI Sta.119+07.1 N 160844.3 E 2312941.0 T= 111.5’ R= 400.0’
Lc=217.5’ E= 15.2’
PI Sta.121+35.1 N 161033.7 E 2312804.3 T= 98.6’ R= 475.0’
Lc=194.4’ E= 10.1’
PI Sta.125+00.0 N 161392.7 E 2312725.5 T= 63.5’ R= 100.0’
Lc=113.2’ E= 18.5’
PI Sta.128+70.5 N 161626.9 E 2313030.3 T= 159.1’ R= 325.0’
Lc=295.8’ E= 36.8’
PI Sta.137+50.5 N 162529.2 E 2313035.3 T= 210.4’ R= 850.0’
Lc=412.5’ E= 25.7’
PI Sta.142+31.6 N 162963.2 E 2312809.4 T= 28.5’ R= 1000.0’
Lc=56.9’ E= 0.4’
N
C E L L
N o
S T
A
A
P L
R O
F
IL
E
D
IS
E
C E L L N o. 1 w h a b c e ll-
1-p la n .d g n
CN103
1.
2.
BORROW AREA LIMITS
SEE NOTE 5 ON PLATE
CN102
LEGEND
BORING LOCATION
DIKE RAISE
TOP OF DIKE
INTERCEPT
SLOPE
SPILLWAY No. 1
SPILLWAY No. 2
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
P C
.0
P T .7
P C .9
PT1
+2 3.7
PC112+08.8
PT114+19.5
P
C .5
P T1
+4
9.
P T .6
P I1
.7
P I1
+8 5.
PI113+22.6
P I119+07.1
P I1
.1
P I1
.0
P I1
.5
P I1
.6
M A
T C
H L
IN
E S
T A
S
E E P
L A
T E C
N
M A
T C
H L
IN
E S
T A . 1
S
E E P
L A
T E C
N
EI-13-CP-T32D
EI-13-CP-T32C
EI-13-CP-T32AEI-13-CP-T32E
EI-13-CP-T32B
EI-14-UD-T32
EI-13-CP-T29E
EI-13-CP-T29A
EI-13-CP-T29B
EI-13-CP-T29C
EI-13-CP-T29D
EI-14-UD-T29
FENCE
EXISTING SILT
PROPOSED DIKE
5+
0+
115+00
P C .6
P T .0
PC1
+5 1.4
PT1
+1 7.
PC117+95.6
P T .1
P C .6 P
T .0
P C
7+ .5
P T .3
P C
.1
P T .7
P C .1
P T .0
P C .5
P I1
.9
PI
8+ .3
P I1
.5
P I1
.6
X
X X
X
X
X
X
X
X
X
X
X
X
X
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
1% 1%
10’ 10’
NAVD 88
EL. 40’
SEED & MULCH
GROUND
EXISTING
N.T.S.
TYPICAL SECTION CROSS DIKE 1 - 2
HORIZONTAL SCALE: 1" = 200’
200 200 400 600
VERTICAL SCALE: 1" = 10’
10 10 20 30
SCALE IN FEET
155+00 160+00 165+00 170+00 175+00 180+00 183+34
0+00 5+00 10+00 15+00
E L E
V A
T
IO
N I
N F
E E
T
DISTANCE ALONG CENTERLINE IN FEET
DISTANCE ALONG CENTERLINE IN FEET
CELL No. 1
CROSS DIKE 1 -2
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
NOTES:
SEE PLATE CN102 FOR NOTES
SEE PLATES CN304 THRU CN306 FOR CROSS SECTIONS.
LEGEND
BORING LOCATION
DIKE RAISE
TOP OF DIKE
INTERCEPT
SLOPE
C R
O S
S D
IK
E
N
CROSS DIKE 1 - 2
PI Sta.13+47.8 N 167638.6 E 2317933.2
CROSS DIKE 1 - 2
PI Sta.0+00 N 167364.3 E 2319252.8
DIKE - EL. 40.0’
TOP OF PROPOSED
DIKE
TOP OF EXISTING
DIKE
TOP OF EXISTING
DIKE - EL. 40.0’
TOP OF PROPOSED
C E L L N o. 1 CELL No. 2 w h a b c e ll-
1-p la n .d g n
CN104
= STA. 183+34.0 CELLS 1 - 2 - 3
PVI 13+47.8 CROSS DIKE 1 - 2
1.
2.
C R
O
E
1-
S T
A
A
.8
C E L L
N o
S T
A
A
P L
R O
F
IL
E
D
IS
E
BORROW AREA LIMITS
SEE NOTE 5 ON PLATE CN102
EI-13-CP-T9B
SPILLWAY No. 2
SPILLWAY No. 3
INTERIOR
CELL 2
INTERIOR
CELL 1
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
P C
.9
P T .5
P C .2
P T .1
P C .6
P T .3
P C .5
P T .7
P T .3
P T .9
P C .7
P T .2
PC
2+ .0
P T .6
P T .1
P I1
.7
P I1
.0
P I1
.7
P I1
.0 P
I1 .5
P I1 .6
P I1 .8
P I1
.8
P I1 .4
P I1
.7
5+00
10+00
S T
A C ro s s D ik e -2
S T
A .0 C e ll s -2 -3
S T
A . 1
.8 C ro s s D ik e -2
S T
A . 1
.0 C e lls -2 -3
M A
T C
H L
IN
E S
T A . 1
PI Sta.182+77.4 N 166782.4 E 2312364.5 T= 23.3’ R= 250.0’
Lc=46.5’ E= 1.1’
PI Sta.156+64.7 N 164295.7 E 2312348.5 T= 112.8’ R= 1000.0’
Lc=224.6’ E= 6.3’
PI Sta.161+65.0 N 164794.5 E 2312398.0 T= 181.2’ R= 775.0’
Lc=355.9’ E= 20.9’
PI Sta.167+82.7 N 165379.3 E 2312180.2 T= 42.5’ R= 1000.0’
Lc=84.9’ E= 0.9’
PI Sta.169+05.0
N 165497.3
E 2312147.5
T= 34.4’ R= 1000.0’
Lc=68.7’ E= 0.6’
PI Sta.170+76.5 N 165665.3 E 2312113.2 T= 66.0’ R= 175.0’
Lc=126.2’ E= 12.0’
PI Sta.172+28.6 N 165802.4 E 2312191.7 T= 24.6’ R= 100.0’
Lc=48.3’ E= 3.0’
PI Sta.173+79.8 N 165884.3 E 2312319.8 T= 64.5’ R= 175.0’
Lc=123.6’ E= 11.5’
PI Sta.174+97.8 N 166002.3 E 2312355.8 T= 43.0’ R= 300.0’
Lc=85.4’ E= 3.1’
P C .5
S E
E P
L A
T E C
N
EI-13-CP-T26E
EI-13-CP-T26A
EI-13-CP-T26B
EI-13-CP-T26C
EI-14-UD-T26
EI-13-CP-T26D
EI-13-CP-T9E
EI-14-UD-T9
EI-13-CP-T9A
EI-13-CP-T36D
EI-13-CP-T36C
EI-13-CP-T36B
EI-13-CP-T36A
EI-13-CP-T36E
EI-14-UD-T36
FENCE
EXISTING SILT
PROPOSED DIKE
190+00
P C
.8
P T .7
P C .0
PC1
+1 5.
X
X X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
20 20 40 60
HORIZONTAL SCALE: 1" = 50’
VERTICAL SCALE: 1" = 20’
50 50 100 150
SCALE IN FEET
10’
L w h a b c e ll-
1-x s e c t-
1.
d g n
CN301
S T
A
A
C E L L
N o
C R
O S S
S E
C T
IO
N S
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
0 50 100-50-100
46+62
0 50 100-50-100
47+00
0 50 100-50-100
48+00
0 50 100-50-100
49+00
0 50 100-50-100
50+00
0 50 100-50-100
51+00
0 50 100-50-100
52+00
0 50 100-50-100
53+00
0 50 100-50-100
54+00
0 50 100-50-100
55+00
0 50 100-50-100
56+00
0 50 100-50-100
57+00
0 50 100-50-100
58+00
0 50 100-50-100
59+00
0 50 100-50-100
60+00
0 50 100-50-100
61+00
0 50 100-50-100
62+00
0 50 100-50-100
63+00
0 50 100-50-100
64+00
0 50 100-50-100
65+00
0 50 100-50-100
66+00
0 50 100-50-100
67+00
0 50 100-50-100
68+00
0 50 100-50-100
69+00
0 50 100-50-100
70+00
0 50 100-50-100
71+00
0 50 100-50-100
72+00
0 50 100-50-100
73+00
0 50 100-50-100
74+00
0 50 100-50-100
75+00
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
OUTSIDE INSIDE
10’
1.0% (typ.)
3h:1v
El. 40.0’C
20 20 40 60
HORIZONTAL SCALE: 1" = 50’
VERTICAL SCALE: 1" = 20’
50 50 100 150
SCALE IN FEET
10’
L w h a b c e ll-
1-x s e c t-
.d g n
CN302
S T
A
A
C E L L
N o
C R
O S S
S E
C T
IO
N S
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
0 50 100-50-100
76+00
0 50 100-50-100
77+00
0 50 100-50-100
78+00
0 50 100-50-100
79+00
0 50 100-50-100
80+00
0 50 100-50-100
81+00
0 50 100-50-100
82+00
0 50 100-50-100
83+00
0 50 100-50-100
84+00
0 50 100-50-100
85+00
0 50 100-50-100
86+00
0 50 100-50-100
87+00
0 50 100-50-100
88+00
0 50 100-50-100
89+00
0 50 100-50-100
90+00
0 50 100-50-100
91+00
0 50 100-50-100
92+00
0 50 100-50-100
93+00
0 50 100-50-100
94+00
0 50 100-50-100
95+00
0 50 100-50-100
96+00
0 50 100-50-100
97+00
0 50 100-50-100
98+00
0 50 100-50-100
99+00
0 50 100-50-100
100+00
0 50 100-50-100
101+00
0 50 100-50-100
102+00
0 50 100-50-100
103+00
0 50 100-50-100
104+00
0 50 100-50-100
105+00
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
OUTSIDE INSIDE
10’
1.0% (typ.)
20 20 40 60
HORIZONTAL SCALE: 1" = 50’
VERTICAL SCALE: 1" = 20’
50 50 100 150
SCALE IN FEET
10’
L w h a b c e ll-
1-x s e c t-
.d g n
CN303
S T
A
A
C E L L
N o
C R
O S S
S E
C T
IO
N S
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
0 50 100-50-100
106+00
0 50 100-50-100
107+00
0 50 100-50-100
108+00
0 50 100-50-100
109+00
0 50 100-50-100
110+00
0 50 100-50-100
111+00
0 50 100-50-100
112+00
0 50 100-50-100
113+00
0 50 100-50-100
114+00
0 50 100-50-100
115+00
0 50 100-50-100
116+00
0 50 100-50-100
117+00
0 50 100-50-100
118+00
0 50 100-50-100
119+00
0 50 100-50-100
120+00
0 50 100-50-100
121+00
0 50 100-50-100
122+00
0 50 100-50-100
123+00
0 50 100-50-100
124+00
0 50 100-50-100
125+00
0 50 100-50-100
126+00
0 50 100-50-100
127+00
0 50 100-50-100
128+00
0 50 100-50-100
129+00
0 50 100-50-100
130+00
0 50 100-50-100
131+00
0 50 100-50-100
132+00
0 50 100-50-100
133+00
0 50 100-50-100
134+00
0 50 100-50-100
135+00
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
OUTSIDE INSIDE
10’
1.0% (typ.)
20 20 40 60
HORIZONTAL SCALE: 1" = 50’
VERTICAL SCALE: 1" = 20’
50 50 100 150
SCALE IN FEET
10’
L w h a b c e ll-
1-x s e c t-
.d g n
CN304
S T
A
A
C E L L
N o
C R
O S S
S E
C T
IO
N S
0 50 100-50-100
136+00
0 50 100-50-100
137+00
0 50 100-50-100
138+00
0 50 100-50-100
139+00
0 50 100-50-100
140+00
0 50 100-50-100
141+00
0 50 100-50-100
142+00
0 50 100-50-100
143+00
0 50 100-50-100
144+00
0 50 100-50-100
145+00
0 50 100-50-100
146+00
0 50 100-50-100
147+00
0 50 100-50-100
148+00
0 50 100-50-100
149+00
0 50 100-50-100
150+00
0 50 100-50-100
151+00
0 50 100-50-100
152+00
0 50 100-50-100
153+00
0 50 100-50-100
154+00
0 50 100-50-100
155+00
0 50 100-50-100
156+00
0 50 100-50-100
157+00
0 50 100-50-100
158+00
0 50 100-50-100
159+00
0 50 100-50-100
160+00
0 50 100-50-100
161+00
0 50 100-50-100
162+00
0 50 100-50-100
163+00
0 50 100-50-100
164+00
0 50 100-50-100
165+00
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
OUTSIDE INSIDE
10’
1.0% (typ.)
20 20 40 60
HORIZONTAL SCALE: 1" = 50’
VERTICAL SCALE: 1" = 20’
50 50 100 150
SCALE IN FEET
10’
L w h a b c e ll-
1-x s e c t-
.d g n
CN305
S T
A
A
C E L L
N o
C R
O S S
S E
C T
IO
N S
0 50 100-50-100
166+00
0 50 100-50-100
167+00
0 50 100-50-100
168+00
0 50 100-50-100
169+00
0 50 100-50-100
170+00
0 50 100-50-100
171+00
0 50 100-50-100
172+00
0 50 100-50-100
173+00
0 50 100-50-100
174+00
0 50 100-50-100
175+00
0 50 100-50-100
176+00
0 50 100-50-100
177+00
0 50 100-50-100
178+00
0 50 100-50-100
179+00
0 50 100-50-100
180+00
0 50 100-50-100
181+00
0 50 100-50-100
182+00
0 50 100-50-100
183+00
0 50 100-50-100
183+34
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
OUTSIDE INSIDE
10’
1.0% (typ.)
20 20 40 60
HORIZONTAL SCALE: 1" = 50’
VERTICAL SCALE: 1" = 20’
50 100 150
SCALE IN FEET
10’
L w h a b x d ik e 1-x s e c t.
d g n
CN306
S T
A
A
.8
C R
O
E
C R
O S S
S E
C T
IO
N S
0 50 100-50-100
0+00
0 50 100-50-100
1+00
0 50 100-50-100
2+00
0 50 100-50-100
3+00
0 50 100-50-100
4+00
0 50 100-50-100
5+00
0 50 100-50-100
6+00
0 50 100-50-100
7+00
0 50 100-50-100
8+00
0 50 100-50-100
9+00
0 50 100-50-100
10+00
0 50 100-50-100
11+00
0 50 100-50-100
12+00
0 50 100-50-100
13+00
0 50 100-50-100
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
E le v in F e e t
13+47.8
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
CELL 1 CELL 2
10’
1.0%
(typ.)
El. 40.0’C 1.0%
SCALE: 1 : 2000
STA. 0+00 - STA. 40+00
M.L.L.W.
OVERDEPTH
2’ ALLOWABLE
NOT TO SCALE
STA 40+00
SCALE IN FEET
0200 100 200 400
-4 6.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
-4 5.
0-4 5.
-4 5.
-4 4.
-4 4.
-4 4.
-4
4.
9 -4
4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
6-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4
4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 4.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4
3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
7-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4
3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4
3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4
3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 3.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
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-4 2.
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-4 2.
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-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
-4 2.
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M.L.L.W.
LINE (TYP)
CHANNEL PRISM
-4 1.
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-3
-38
-38 -38
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6.
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1.
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8.
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-2 8.
-2 7.
-2 7.
-2 7.
-2 7.
-2 7.
-2 7.
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6-2 7.
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-2
7.
-2 6.
-2 6.
-2 6.
-2 6.
-2 6.
-2
6.
-2 6.
-2 6.
-2 6.
-2 5.
-2 5.
-2 5.
-2 5.
-2 5.
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1 -2 5.
-2 5.
-2 5.
-2 5.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2 4.
-2
4.
2-2
4.
-2 4.
-2 4.
-2 3.
-2
3.
-2 3.
-2 3.
-2 3.
-2 3.
-2
3.
-2 3.
-2 3.
-2 3.
-2
3.
-2 3.
-2 3.
-2 3.
-2 3.
-2
3.
-2 3.
-2 3.
-2 3.
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-2 2.
-2 2.
-2 2.
-2 2.
-2 2.
8 -2 2.
6-2 2.
-2 2.
-2 2.
-2 2.
-2 2.
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-2 2.
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1.
-2 1.
7-2 1.
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-2 1.
-2 0.
-2 0.
-2 0.
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-2
0.
-2 0.
-2 0.
-1 9.
-1 9.
-1 9.
-1 9.
-1 9.
-1
9.
-1 9.
-1 9.
-1 8.
-1 8.
-1 8.
-1 8.
-1 8.
-1
7.
-1 7.
-1 7.
-1
7.
-1 7.
-1 7.
-1 7.
-1 7.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1
5.
-1 5.
-1 5.
-1 5.
-1 4.
-1 4.
-1 4.
-1 3.
-1
3.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 1.
-1 1.
4-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-9 .9
-9 .8
-9 .8
-9 .7-9
.3
-9 .2
-9 .1
-8 .9
-8 .8-8
.7
-8 .5
-8 .5
-8 .4
-8 .4
-8 .3
-8 .3
-7 .9
-7 .8
-7 .7
-7 .7
-7 .4
-7 .2
-7 .1
-6 .9
-5 .2
-3 .8
-3 .3
-2 .8-2
.8
-2 .5
-2 .0
-1 .3
NOTES:
CAPE FEAR TOWING CO.
YARD
ENGINEER
USACE
DEPTHREQUIRED
(TYP)
VARIES
TYPICAL DREDGING SECTION
NOT TO SCALE
PHONE No.: 910-251-4014
POC: DONNIE POTTER
OWNER: US ARMY CORPS OF ENGINEERS
LAYING ON BOTTOM
APPROX. LOCATION 2" WATER LINE
PHONE No.: 910-332-9120 or 910-988-5794
POC: BRIAN WHITFORD
OWNER: BTI TELECOM
INSTALLED BY BORING
APPROX. LOCATION HDPE (2 x 1 1/4") BTI FIBER
7.
6.
5.
4.
3.
2.
1.
SPECIAL CARE IN PLACEMENT OF ANCHORS, SPUDS AND OTHER EQUIPMENT.
CAUTION IN ORDER TO AVOID IMPACTS TO THE UTILITIES. IT MAY BE NECESSARY FOR THE CONTRACTOR TO USE
OF WORK. WHEN WORKING IN THE VICINITY OF THE SUBMARINE UTILITIES, THE CONTRACTOR SHALL EXERCISE
THE DRAWING. THE CONTRACTOR SHALL CONTACT THE SUBMARINE UTILITY OWNERS PRIOR TO COMMENCEMENT
THE APPROXIMATE LOCATION OF THE KNOWN SUBMARINE UTILITIES WITHIN THE DREDGING AREA ARE SHOWN ON
PHONE No.: 919-248-1464
POC: PETER VALENTINE
OWNER MCNC
INSTALLED BY BORING
APPROX. LOCATION FIBER OPTIC CABLE
S T
A
N 171,332.5
E 2,316,321.5
N 171,495.3
E 2,315,392.5
N 175,341.0
E 2,316,621.1
N 175,263.4
E 2,317,063.4
S T
A
A
A N
C H
O R
A
S
IN
CN105
S E
E P
L A
T E C
N
-38’ MLLW
-42’ MLLW
SECTION A - A
.d g n w h a b a n c h rb a s
-38
SHOALING IS EXPECTED TO BE PRESENT BY 1 AUGUST 2015 BASED ON HISTORICAL SHOALING INFORMATION.
AT THE TIME OF THE 13 APRIL 2015 SURVEY ONLY MINOR SHOALING WAS PRESENT. HOWEVER, ADDITIONAL 8.
AREA CELL No. 1 . FOR LOCATION OF DISPOSAL AREA SEE PLATES GI01 & GI02.
THE GOVERNMENT FURNISHED DISPOSAL AREA FOR DREDGED MATERIAL IS EAGLE ISLAND DISPOSAL
EXISTING AT THAT TIME.
DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE
TIDE GAGE LOCATED AT: VOPAK.
RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.
PROJECT SURVEYED 13 APRIL 2015 WITH DISTRICT VESSEL "SWART" USING
LOWER LOW WATER (M.L.L.W.) RELATIVE TO THE 1983-2001 TIDAL EPOCH.
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA’S REPORTED MEAN
HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MLLW.
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
J U
N E
J T
H
L T C
W H
N
N O
V
U N
T Y
N O
R
R O
L
IN
A E
A G
L E
IS
L A
L L
D
IS
E A
N C
H O
R A
T
W E
A N
N
A
IN
T E
N A
N
E D
G
IN
M
IN
G T
R B
O R
OVERDEPTH
2’ ALLOWABLE
HORIZONTAL CLEARANCE 350’
LIFT UP - 135’ ABOVE MHW
VERTICAL CLEARANCE:
LIFT DOWN - 65’ ABOVE MHW
STEEL BULKHEAD
CAPE FEAR TERMINAL
TOWING CO.
WILMINGTON
CAPE FEAR MEMORIAL BRIDGE
CHANNEL PRISM LINE (TYP.)
STA 39+88
N
AREA TO BE DREDGED
SOUNDINGS
LEGEND
5+00 0+00 -3+00 10+0015+0020+0025+0030+0035+0040+00
CONTOUR
CENTERLINE OFFSET
TERMINAL
BUCKEYE
SHORELINE
APPROXIMATE
A A
T C
H L
IN
E
S
T A
SCALE: 1 : 2000
SCALE IN FEET
0200 100 200 400
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N 167,914.5
E 2,314,994.8N 167,018.6
E 2,314,976.7
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