15341_BEAUFORT COUNTY WATER DISTRICT 3 - LONG ACRE EAST_19951122

Applicant Name
Address Ud_
CityA
CAMA AND DREDGE AND FILL
GENERAL
PERMIT
015341-s
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commis on
in an area of environmental concern pursuant to 15A NCAC ' /Z 00 , //'
0077 q"F 4 4,6txr V4 r dt it Phone Number ?Y
Proje�,�yt Location (County, S
.1S F6oke' Cie-c-)
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 70 �
-Y hr to uJ
Water Body, etc.)
lea / . r—,
vafe, L"%ne-
State /V C Zip
aI}ee ( to 5 A lW U T 4v
r♦► , 4cm 'Ale. a ✓ i o, M l I ,AO rt l� I i.k
SKETCH Pv,I,( ,t % v,,it A iG=t-
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
Cce'
(SCALE: "c)0 r )
J /applicant's signature
CU
permit officer's signature
issuing date expir tiondate
ordinances, and 2) a written statement has been obtained from / v i� s I ��•
adjacent riparian landowners certifying that they have no Q D U
objections to the proposed work. attachments A," A
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee
Management Program.,(

\` PROPOSED EAST CAROLINA COON ,
\\
HAZEL E. GARRIS 180 LF CREEK CROSSING WITH 6" DUCTILE IRON
PI CLASS 350, BALL J IN T
PROPOSED - — r
iiii 6' MIN R / W ` 4
-
6" PVC, SDR 21,200 PSI48-51
`
48.0 ' �? "� I` a a a a a 48.5 488 48.6 485
49.2 48.8 48.6
49.08 49.21
921 49.19 49.22 4Q2 49.16 49.04 48.90
48.96 48.79 48.73 48.86 48.98 49.12
49.06 —
_ NCSR 1331 — — —
49.14 49.21
9,30 t
TEMPORARY BENCHMARK 21
BOLT ON N CORNER
OF BRIDGE 1o'
ELE V ■ 50,00' ASSUMED PAVEMENT 74' _ —
R/W
TRIBUTARY
R/W TO BROAD CREEK \
,o. EAST CAROLINA COUNCIL, BSA
HUBERT M. WINSTEAD
EDGE OF PAVEMENT
TOP OF BRIDGE DECK
PROPOSED /�� � 6.0'
6" PVC, SDR 21, 200 PSI WATER LEVEL• N.l
WATER LINE 43.18' A IV05 om PROVIDE RIP -RAP PROPOSED
, JUN/28/95 fON BANK SLOPE 6" PVC,SDR 21,20OPSI
PROVIDE
RIP- RAP WATER LINE
ON BANK SLOPE--*-. °
di
PROPOSED
180 LF CREEK CROSSING WITH 6"
CAMA AREA DUCTILE IRON PIPE, CLASS 350,
IN BALL JOINT
�J
COUNTY WATER DISTRICT III
BEAUFORT COUNTY
SCALE: 1"=30' HORIZONTAL 4' MIN
"=6' VERTICAL
AUGUST 21, 1995
i