28367_CITY OF WILMINGTON_20011012

CAMA and DREDGE AND FILL
,.� G E N E R A L 2f3f16_ s
P E R M I T 1` OOV 20
2001
as authorized by the State of North Carolina
Department of Environment and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
Applicant Name jU z Phone Number 41--7 i
Address
City
State
Zip ==�
Project Location (County, State Road, Water Body, etc.) .!` �_-, m`-'1rFe.t`s
Type of Project Activity
PROJECT DESCRIPTION SKETCH
Pier (dock) Length
•.
(SCALE:
Groin Length Gt I
number
t i
r�
Bulkhead Length
max. distance offshore
T
r
> ,J
40
fly P
i
Basin, channel dimensions _ •
cubic yards
DTI
Boat ramp dimensions
-
ic
Other
-
T _9EAD'
i
f I
.
This permit is subject to compliance with this application, site drawing
and attached general and specific conditions. Any violation of these terms
may subject the permittee to a fine, imprisonment or civil action; and
may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit of-
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project is consistent with the local
land use plan and all local ordinances, and 2) a written statement has
been obtained from adjacent riparian landowners certifying that they
have no objections to the proposed work.
In issuing this permit the State of North Carolina certifies that this project
is consistent with the North Carolina Coastal Management Program.
applicant's signature
permit officer's signature
C ) l 1 ; - �a , C) �_
issuing date expiration date
14 to
attachments
application fee

0 l

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cygSF
0 I I
16
12
EXISTING WETLAND
BOUNDARY
00
Aso /
40' TEMPORARY
CONSTRUCTION CORRIDOR
PROPOSED MH 28
CONCRETE ANTI -SEEPAGE
COLLAR (STA. 2+81)
CONCRETE ANTI -SEEPAGE
COLLAR (STA. 2+18)
TEMORARY SILT FENCE
PROPOSED 30'
UTILITY EASEMENT
PROPOSED MH 29
I
i
20
I"ONCRETE.Nk_SEE��COLL.a,l,n,1�
LEGEND
0 PROPOSED MH
WET ---- WETLAND BOUNDRY
- - x x SILT FENCE
CONCRETE ANTI -SEEP
COLLAR
STANDARD PIPE TRENCH DETAIL
(ORDINARY CONDITIONS)
NOT TO SCALE
i (F<UUNU
COMPACTED BACKFILL TO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
o
3- #4 BAR'
Z
3-#4 BARS N
WALLS TO ANGLE OF
DSE OF SOIL OR AS
VED BY THE ENGINEER PIPE O.D.
ACTED PIPE EMBEDMENT
0% MODIFIED PROCTOR
ACTED GRANULAR MATERIAL
)UIRED FOR ALL PVC PIPE. - -
CONCRETE PLACED ON /
UNDISTURBED SOIL AS J N
DETERMINED BY ENGINEER.
SECTION
-STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
C2 S�OQE
o a �0 F1�. I7=-_1i1I
-
-
=1 � iLINE-i
44-1— ANCHOR FABRIC
AS SHOWN
SECTION
TOP AND BOTTOM VARIABLE AS DIRECTED BY THE ENGINEER 10' MA
STRAND MIN. 10 - )
TYP. STAY WIRES, ANCHOR WIRE FABRIC TQ
12" SPACING WOOD POST WITH MIN. 4\
-n 1 M_IN.14_ GA. FENCING STAPLES PER P(VT
w �qSECURELY
�;j ANCHOR
FABRIC TO
z z� �' WIRE WITH
WIRE TIES
o no MAX. WIRE_ FILTER FABRIC TO BE o LJvi
a 1 r FABRIC MESH POLYPROPYLENE NYLON, r N ffo
LJ OPENING SIZE POLYESTER OR POLY- LJ
36 SQ. IN. ETHYLENE YARN OF
MANUFACTURER TO BE
APPROVED BY ENGINEER
ELEVATION
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH
EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (® 20% MAX.
ELONGATION) OF 30lbs/LIN. IN., WIRE FABRIC REQUIRED.
3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH =
50 Ibs/LIN. IN. ® MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL,
MAXIMUM POST SPACING = 6 FEET.
4. POSTS SHALL BE 4" DIA. PINE, 2" DIA. OAK OR 1.33 Ib/LF STEEL
UNLESS OTHERWISE APPROVED BY ENGINEER.
TEMPORARY SILT FE14CE
NOT TO SCAIF
L
TRENCH WALL
TRENCH WALL
POURED IN
I (SIDES NEXT TO TRENCH
NOT FORMED)
12"MIN.
NOTE:
SEE NOTE FORMS NOT REQUIRED BELOW SPRING LINE,
CONCRETE MAY BE PLACED AGAINST SHAPED
4
BANKS IN LIEU OF FORMS.
I`
CONCRETE ANTI -SEEPAGE COLLAR
N TS
wA I-
0
4
0
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VICINITY MAP N.T.S.
WETLAND GENERAL NOTES:
1. ANY 'TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE
AFFECTED AREAS RETURNED TO THEIR PREEXISTING ELEVATION. BACK FILL
TOP 12" OF TRENCH WITH ORIGINAL SOIL MATERIAL.
2. THE TEMPORARY PLACEMENT OF EXCAVATED OR FILL MATERIAL IN WATERS
OR WETLANDS WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME NECESSARY
TO ACCOMPLISH THE WORK. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL
BE REMOVED AND THE NATURAL GRADE RESTORED WITHIN TWO MONTHS AFTER THE
DIVISION OF LAND RESOURCES HAS RELEASED THE PROJECT.
3. EACH INDIVIDUAL CROSSING WILL BE STABILIZED IMMEDIATELY WITH RED TOP GRASS
(ARGROSTIS ALBA), 7 LBS./ACRE, UPON COMPLETION OF THE CROSSING. STABILIZING
WITH NON-NATIVE GRASSES (i.e., FESCUE, ETC.) IS PROHIBITED.
4. PERMANENT, MAINTAINED EASEMENT CORRIDORS SHALL BE RESTRICTED TO THE
MINIMUM WIDTH PRACTICABLE AND SHALL NOT EXCEED 30 FEET (9 METERS) IN
WIDTH.
PRO,IFC1 MANAGER
MNH
DRAWING NG SCAT NOTED
AS NOTEDph
W K 9MI MARKET STREET
WILMINGfON, NC 28401
[phone]
©ICKSQI'V Asheville. A Columbia, SC
Engineers • Planners • Surveyors Atlanta, GA Hickory, NC
Landscape Architects Boca Paton, FL Raleigh, NC
Charlotte, NC Wilmington, NC
RELEASED FOR
DATE
_
■ ■■��■mn�r��■ VfiN\�11\L1a7�11V
NEW iiANOVER COUNTY
WATER AND SEWER DISTRICT
MASONBORO SOUND ROAD
WATER AND SEWER
1 rr�LeASCU r-UH UUMSTRUCTION
_..
nRnwN�Y
AMO
PROJECT DATE
APPROVALS
DATE
SANITARY SEWER
WETLANDS CROSSINGS
SCALE
C-2
IIORIZONIAI_:
1 „= 40,
VFR11CA1-:
MPROVED BY
MNH
PROJECT NUMBER
10056
IDDING
DATE
CONSTRUCTION
DATE
REV. N0.
DESCRIPTION
UATE
FILE NAME
SS010103
PLOT DATE
08/14/01
NO.
REVISIONS
RECORD DWG.
DATE