19073_BEAUFORT COUNTY WATER DISTRICT VII_19980731

T
O
CAMA AND DREDGE AND FILL
GENERAL AUG 2 1 1998 -N 018073 - Q
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 Name ' SUr ` i-'�•''r�� ,ir^ %',i�.,c i Phone Number
Address
City State iV C zip
Project Location (County, State Road, Water Body, etc.) r �� Q� ��. �5 iC_� C1
Type of Project Activtjty� �<��.� ` ',ir. �� (cr
n% ��. L��t r. __nc\l �•r n. r��,��.�n e.\ CL 41�1+
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other G A -
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: t,, CQVE
applicant's signature
%
L permit officer's signature
issuing date expiration date
j�
attachments Y) 1'Q0
In issuing this permit the State of North Carolina certifies that t Cjo this project is consistent with the North Carolina Coastal application fee 1.� l } L4
Management Program.

FLOW
t
LITTLE CREEK
PROPOSED
220 LF CREEK CROSSING WITH 6" HOPE. SDR 9 MtG. NORTH 1998
INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING
1,
WATER ELEVATION 123'
IR/�W_
50, R/W AWE L1,998 JONES HEIRS
PCS PHOSPHATE
HIGH WATER MARK Z23'
— —
R/W
—
L— AERIAL TELEPHONE LINES
3.7
7 T
OJ8 -0J2 -0.52 -0.62 -I-B2 -3,12 -4.02-422-3.0 282 -1,62 -0.42 -022 0,38 78 1.08 MARSH
4.6
4.6 W
10 RAL 5' 1.88
I.IB 20' 208 W 2Q8 L98
5.78 5.7a e.78 S88
598 598 5.88 6.68
621 624 62P 622 621 623 623 625
628
6.08 5.58 558 498p 4.58 428
I GRAVEL) — —
— — 90•-27
(WOODEN PLANK 8RIOGE 86' LONG I
4J8 438
NCSR 1919 I GRAVEL)
621 621 628
RAIL
-- 18'
— —
— —
20. 8'--- R/W
� ,
— E —
E
— 'AERIAL
TEMPORARY BENCHMARK
POWER UNES
NAIN POWER POLE
IL
ELEVR7. 00 (ASSUMEDI
PC5 PHOSPHATE
LITTLE CREEK PCS PHOSPHATE
I
EDGE OF PAVEMENT
5
TOP OF BRIDGE DECK
PROVIDE
NATURAL GROUND
5. 0'
RIP -RAP ON
3' MIN.
\\�I
DITCH SLOPES
,
T MIN.
6' MIN.
6' MIN.
-51-
6' MIN. PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
PROPOSED
,.
PROPOSED
-lOr 6" PVC, SDR 21,
200 PSI
:•r> 220 LF CREEK CROSSING WITH
WATER LINE
6" HDPE, SDR 9 INSTALLED BY
HORIZONTAL DIRECTIONAL DRILLING.
CAMA AREA O 21
-
DISTRICT VII - RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT OF BEAUFORT COUNTY
HORIZONTAL SCALE: f = 40' VERTICAL SCALE: (" = 5'
,TUNE 26, 1998