19074_BEAUFORT COUNTY WATER DISTRICT VII_19980731

CAMA AND DREDGE AND FILL
GENERAL 019074
PERMIT AUG 21 194
r
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 1 u 15 ioG i
Applicant Name a� a�^°�, ��3i. ��Z 4 4"- fc i NT, Phone Number iNclt - 1)tito =-0'1_ �-
Address
City _!C4 -. [ 1 State - zip
\ i �
Project Location (County, State Road, Water Body, etc.) > �` `hr-
,j
Type of Project Activity
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max, distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
-;:) 'r> N
SKETCH (SCALE: NONN''
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.
applicant's signature
permit officer's signature
issuing date expiration date
attachments --')\\ , � � W o
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
application fee

M
60• R/W
- - BOYD AND CAYTON
R/W i
O
c
e
DURHAM
CREEK
WATER ELEVATION . 2 65
t30 PM
JUNE 1.1998 BRIGMAN
HIGH WATER MARK 324
- - R/VJ
29.4' TEMPORARY BENCHMARK
TOP OF NE CONCRETE 17 0'
WHEEL GUARD
9.51 9.51 ELEV,10. 00 (ASSUMED)
118.42 NCSR 1003 BRIDGE
- _.- 405' LOM -•- L1,41 9.37 9.45 9.45 9.52 9.59 9.59 9.58 Sze 9.58 9,58 9•a6 9.54 9.55 9,a7 9.61 9.67 9.72 9.86 994 )0.18 10.47
8.0 9.58 9.49 9 1 9.50
8.7 8.7 IY 9.3 9.5
7� S8 9J
IN 4 5 2 S'
9.0
-- 4.09 O.6-2.5--4J--5.8 -5-0.01L'! - ei R/W --
R/W PROPO ED
160 LF CREEK CROSSING WITH 6" DIP
CLASS 350, BALL JOINT
BOYD AND CAYTON
DURHAM � BRIGMAN
CREEK
O I-
-10 � _
20i-
OF PAVEMENT
tiTOP OF BRIDGE DECK
%. ATURAL GROUND PROVIDE
3' MIN.
6. 9' RIP -RAP ON _:dr
=1_ DITCH`l
SLOPE
PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
4'
3' MIN.
PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
160 LF CREEK CROSSING WITH 6- DIP,
CLASS 350, BALL JOINT
CAMA AREA 20
DISTRICT VII--RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT OF BEAUFORT COUNTY
HORIZONTAL SCALE: I" = 40' VERTICAL SCALE: I" = 10'
JUN£ 26, 1998