HomeMy WebLinkAbout7238_GOOSE CK S/D_19901204CAMA AND DREDGE AND FILL
GENERAL
PERMIT
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J114N 11 1991 ;; � ,
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7238— D
as authorized by the State of North Carolina,
Department of Natural Resources and Community Developments a the i oas8 Resources Commission
in an area of environmental concern pursuant to 15 NCAC 11 ��, to ( r
Applicant Name O�S cfee& _ Phone Number 7 `I — 3 2_4
Address , Pp ol- 2!�J 2 py
-- City, ---, N 4 LU t U State N zip R 4 9
Project Location (County, State Road, Water Body, etc.) t
AVrwcy
Type of Project Activity WOL 14), (ti,,.a tM c��li %�BL� — SV KIV2dUS
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number ._..—
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
1 2 to
StJ SUS
SKETCH
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.
(SCALE:
I)— — q-4c) 12—LA —6 (
issuing date expiration date
attachments -1 H , ! (0 v D
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee
Management Program.
NOT Fq•
1. A11 restrained joint duclilc iron pipe and fittings in the Coosc Creek Crossing area
shall be Snap-Lok by Criffin pipe Products or TR Flex by U.S. Pipe & Foundry
Company.
assembly of joints shall be in strict conformance with
2. Laying of restrained joint pipe and
the manufacturer's recommendations.
3. All ductile iron pipe shall be encased in polyethylene tubing in conformance with
A\VWA C105. Installation shall be per Method A as presented in subject standard.
4. All excavation and pipe -laying equipment sh:111 be operated from the shoulder of the
road. No excavated material shall be placed in the marsh area. Excess excavated
material sliall be hauled off -site and disposed of in suitable upland area not subject to
erosion.
y—MARSHz�
} -8" RESTRAINED JOINT 450 BENDS- y
TWO FULL LENGTHS (36' MIN.)
0 " R
ONE FULL LENGTH AND ONE PARTIAL
TR INED DINT DIP
LENGTH OF'8" RESTRAINED JOINT
DIP. THE PARTIAL LENGTH SHALL— -- 4 y
HAVE ONE PLAIN END FOR JOINING 8' MIN.
TO M.J. BEND ON SHOULDER OF ROAD. V
(EACH SIDE) 4' \
HEADWALL
STA. 0+00—\ I.
8" SDR 21 PVCJ
1 \\�8" M.J. 450BENDS WITH MEGALUG (EBBA IRON) RESTRAINTS 7•
7'
SYSTEM @ EA. JOINT.(4 MEGALUG "GLANDS" REQR'D.)
� --PK NAIL IN�OF ROAD
® ELEV. = 9.33' MSL.
ONE FULL LENGTH (18' MIN.) OF 8" M.J. DIP. (EA. SIDE)
USE -.TRANSITION GASKET AT CONNECTION W1 PVC
m PLAN VIEW OF GOOSE CREEK CROSSING
SCALE: I" = 20'
NOTE: REFERENCE ELEVATION (PK NAIL IN ROAD)
PROVIDED BY MICHAEL A. BAIN, RLS
" SDR 21 PVC
EDGE OF PAVEMENT