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AEC
CLR
AREA ENVIRONMENTAL CONCERN
CLEARANCE
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NOW OR FORMERLY
0I
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NORMAL LOW WATER
t
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PP
POWER POLE
1 . �`•
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RIGHT OF WAY
SF
SQUARE FEET
/••
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WITHIN
'
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WETLANDS
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COASTAL WETLANDS
I
1
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NORMAL HIGH WATER
`'•�., ,.✓'�
-30' BUFFER-
30' VEGETATIVE BUFFER
I1
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AEC---
75' AEC BUFFER
40 20 0
40,
80 AEC •�, !
-' 7.00
EXISTING WATER DEPTHS
+ 7.00
PROPOSED WATER DEPTHS
SCALE: 1 "
= 40'
SHEET # 1 OF 3
PROJECT #: PM1980'-001
DESIGN FILE #: PM1 98o'-001 /PM1 980 CAMA --MAJOR PERMIT
C4,
CORAL BAY VILLAGE. LLC
63 75 .13. 13 - 9315
DB 912 DP 775
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10 I N/F NOW OR FORMERLY
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P-NHW PROPOSED NORMAL HIGH WATER
PP POWER POLE
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WETLANDS
a 1 ,`; CW,. — —C►p-- — COASTAL WETLANDS
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— O-ROCK-- OYSTER ROCK
C) -- LOCATIONS
1 { ��• --CW--- — COASTAL WETLANDS
a�i��•• ----NHW--- NORMAL HIGH WATER
` LA —30' BUFFER— 30' VEGETATIVE BUFFER
1 �. ......--'.�'• ---75' AEC--- 75' AEC BUFFER
1 1 '`•.,~• w�•C-i7.00 EXISTING WATER DEPTHS
1 .�• ; 7.00 PROPOSED WATER DEPTHS
I �}
� PROPOSED MAINTENANCE DREDGING
}
40 20 O 40 VQ O PROPOSED NEW DREDGING
F= VEGETATIVE PLANTING AREA
SCALE : 1 " = 40'
SHEET # 2 OF 3
PROJECT It: PM19W--001
DESIGN FILE 4: PM1980f-001/PM1980 CAMA MAJOR PERMITTING
G '
REVISIONS:
Na BY I LATE I DESCRIPTION
1 JCR 10/21/1 NEWiwror DREDGING CHANGES
PROPOSED DREDGING PLAN
CORAL BAY APTS-CHESNUTT
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH
CAROLINA
CLIENT: CORAL BAY APTS/MARK CHESNUTT
DESIGNED:
JCR
•P�N,cARQf�,,ii
ADDRESS: . 12530$561
DRAWN F
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N;
NEW BERN, NC
JCR
OFESS/G6.�. y
'
PHONE: (252}671-6161
CHECKED:
RDC
SEAL * =
:. 1 'Q.
& STROUD ENGINEERING, P.A.
APPROVED
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02 '�.;I;GINS;G�'' �`�.`�
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151A HIGHWAY 24 C-0647
RDC
DATE:
0. CV�'.�`
MOREHEAD CITY, N.C. 28557
g/16/1
1
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SCALE
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EXCAVATION EXISTING GRADE EXCAVATION
MATERIAL
MATERIAL EXCAVATION EXISTING GRADE EXCAVATION EXISTING GRADE
EXISTING GRADE MATERIAL MATERIAL
PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE
5 5
5 5
5 5
5
0
T_ 0 0 0
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0
W v x
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5 -5 5 4
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3+00 7+00 10+23.66
EX. BOAT BASIN EX. CHANNEL END OF PROPOSED
CHANNEL 1 +71 .59
NEW CHANNEL
EXCAVATION EXISTING GRADE EXCAVATION EXCAVATION
EXISTING GRADE MATERIAL EXCAVATION EXISTING GRADE MATERIAL EXISTING GRADE MATERIAL
MATERIAL
PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE
5 5
5 5
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0 0
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+00 +0
2+00 EX.6CH10
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EX. BOAT BASIN
1 +00
EXCAVATION EXCAVATION NEW CHANNEL
MATERIAL EXCAVATION MATERIAL EXCAVATION
EXISTING GRADE EXISTING GRADE MATERIAL EXISTING GRADE MATERIAL
EXISTING GRADE
PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE
5 5 5 5 5
5 5
0 0 0
0 0
0
0
< 0
4
-4
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1+00 5+00 9+00 -40 -30 -20 -10 0 10 20 30 40
EX. BOAT BASIN EX. CHANNEL EX. CHANNEL
EXCAVATION 0+00
MATERIAL NEW CHANNEL
EXCAVATION
EXISTING GRADE EXISTING GRADE EXCAVATION MATERIAL
PROPOSED GRADE MATERIAL EXISTING GRADE—,
10 NFW nRFOGING CRns,-s sFcTiCAN
s
PROPOSED GRADE
PROPOSED GRADE
5 5
5- 5
EXCAVATION
0
0 0 0 0 MATERIAL
x
1, X/
x
EXISTING GRADE
-5
-5
-5
PROPOSED GRADE
l
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10
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_1-40 -30 -20 -10 0 10 20 3040
-40 -30 -20 -10 0 10 20 30 40
-40 -10 3 10 20 30 40
4+00
0+00 8+00
START OF PROPOSED
EX. BOAT BASIN EX. CHANNEL
CHANNEL
VARIES
REVISIONS:
Na BY DATE
T r— r_ r% rA f— r-% T K I /-A m e"I to", t` e' r— f'% -r T e-i K I e^ TYPICAL DREDGE DETAIL
SHEET 3 OF 3
PROJECT #: PM1980 LAMA MAJOR PERMIT
DESIGN FILE PM1980/PM1980 LAMA MAJOR PERMIT
SCALE: NOT TO SCALE
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