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CAMA AND DREDGE AND FILL
GENERAL MAR 16 1993 88 2 7 - es
PERMIT -0-M
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC
Applicant d1ame J `'- �-� �'i��'ix U� sa.c,�.(�;t`'tza��u�_ Phone Number
Address V `) E�11--
City i- State Zip��
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity _t
L-1Ot s CIl� 12
PROJECT DESCRIPTION SKETCH (SCALE: NQNC )
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
\QC'-)
cubic yards
Boat ramp dimensions
Other
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 be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject 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.
12
applicant's signature
\;1 1
(_ permit officer's signature
issuing date expiration date
attachments __TA - 14-Scic
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
('31,
application fee
% Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. -Public X Private
b. Type of bridge (construction material)
Reinforced concrete
c. Water body to be crossed by bridge
Conaby Creek
d. Water depth at the proposed crossing at MLW or
NWL +/- 7 feet (NWL)
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 40 feet
(2) Width of existing bridge +/- 25 feet
(3) Navigation clearance underneath existing
bridge + /- 2.5 feet vertical
(4) Will all, or a part of, the existing bridge be
removed? (Explain) Entire bridge to be
removed
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 90 feet
h. Width of proposed bridge 40 feet
i. Height of proposed bridge above wetlands
+ /- 4-5 feet
j. Will the proposed bridge affect existing water flow?
X Yes No
If yes, explain Longer bridge requires 2
internal bents which will cause changes in
flow velocities and directions; longer bridge will
allow for more floodplain exhange
k. Navigation clearance underneath proposed bridge
+ /- 3.5 feet
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain new structure will provide + /- 1
ft additional vertical clearance
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.
RP,.igpd 03/o4
Form DCM-MP-5
2.
CULVERTS N/A
j.
Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
a.
Water body in which culvert is to be placed
b.
Number of culverts proposed
3.
EXCAVATION AND FILL
c.
Type of culvert (construction material, style)
a.
Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
d.
Will proposed culvert replace an existing bridge?
Yes X No
Yes No
If yes,
If yes,
(1) Length of area to be excavated
(1) Length of existing bridge
(2) Width of area to be excavated
(2) Width of existing bridge
(3) Depth of area to be excavated
(3) Navigation clearance underneath existing
(4) Amount of material to be excavated in cubic
bridge
yards
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
b.
Will the placement of the proposed bridge or culvert
require any excavation within: No
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
e.
Will proposed culvert replace an existing culvert?
(1) Length of area to be excavated
Yes No
(2) Width of area to be excavated
If yes,
(3) Amount of material to be excavated in cubic
(1) Length of existing culvert
yards
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
c.
Will the placement of the proposed bridge or culvert
the MHW or NWL
require any highground excavation?
(4) Will all, or a part of, the existing culvert be
X Yes No
removed? (Explain)
If yes,
(1) Length of area to be excavated 2X30 feet
(2) Width of area to be excavated 25 feet
(3) Amount of material to be excavated in cubic
f.
Length of proposed culvert
yards +/- 110 cubic yards
g.
Width of proposed culvert
d.
If the placement of the bridge or culvert involves
any excavation, please complete the following:
h.
Height of the top of the proposed culvert above the
(1) Location of the spoil disposal area
MHW or NWL
on site usage
(2) Dimensions of spoil disposal area
i.
Will the proposed culvert affect existing water flow?
N/A
Yes No
(3) Do you claim title to the disposal area?
If yes, explain
X Yes No
If no, attach a letter granting permission from
the owner.
Revkegi 0310;
Form DCM-NW5
e.-
(4) Will the disposal area be available for future
maintenance? Yes No
b. Will the proposed project require the relocation of
(5) Does the disposal area include any coastal
any existing utility lines? Yes X No
wetlands (marsh), SAVs, or other wetlands?
If yes, explain in detail
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
c. Will the proposed project require the construction of
the MHW or NWL? Yes X No
any temporary detour structures?
If yes, give dimension if different from No. 2
Yes X No
above.
If yes, explain in detail
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
d. Will the proposed project require any work
MHW or NWL? Yes X -No
channels? Yes X No
If yes,
If yes, complete Form DCM-MP-2
(1) Length of area to be filled
(2) Width of area to be filled
e. How will excavated or fill material be kept on site
(3) Purpose of fill
and erosion controlled? Application of Best
Management Practices
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands ` SAVs _ Other Wetlands
If yes, No
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 120 feet
(2) Width of area to be filled 5-10 feet
(3) Purpose of fill backfill of wingwalls
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Crane, backhoe, trucks
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
M. Randall Turner, Division Environ. Officer
Applicant or Project Nme
Signature
January 2, 1998
Date
Revised 03195
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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: WASHINGTON
PROJECT: Replace Bridge No. 89
w/ 3 - P.C.S. on S.R. 1325
DATE: Dec. 4, 1997
FILE SCALE:
SHEET: 3 of 3 1" =10' VERT.
1" = 50' HORIZ.