20763_BEAUFORT COUNTY WATER DISTRICT V, PANTEGO TOWNSHIP_19990119

CAMA AND DREDGE AND FILL
GENERAL
FEB 10 199��'%
PERMIT
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 —71AC)J
Applicant Name 'G���ti•� "o.� Phone Number R';a `11s�' ar�tiJ
Address 6
City \ .) ,;�� . �. < _ State L r zip
Project Location (County, tate Road, Water Body, etc.)
Type of Project Activit,-y '>.,� . 5� �. >> .L,v n� �'' v . a�=, �: k Ala -,
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
SKETCH
L ( Z,
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.
v� r
(SCALE: NQN; )
applicant's signature
perm
yG,S5 1c� ,$.(I(_)U
issuing date expiration date
attachments 1� • , GU
In issuing this permit the State of North Carolina certifies that e= _
this project is consistent with the North Carolina Coastal application feey V^`j
Management Program.

Lrl ►AIli
A k- A
, LEECHVILLE
BULLOCK

PUNGO RIVER
PROPOSED
I EA 2" 90, BEND, PVC
I EA 2" BLOW -OFF ASSEMBLY
CAMA AREA G
PROPOSED
2" PVC, SDR 21. 200 PSI WATER LINE
5' MIN FROM CENTERLINE OF ROAD
O S.00
3 7+84
8.28 BOX 260
YOUNGER 7.48
140 JCRDAN I.N. GATE
tS.60
7.08
\ 1 J 7.08
GARAGE �J
=USE
FENCEBOAT
TEL DRCH MAIL BOXf
6.48 M
5.16 ALTM
JORDAN FULER BO:
1 1.00 120 JORDAN LN. BOX 647
��- 120 JORDA
JORDEN 114 JORDAI
162 JORDA
0 4.16 I
4 3.4a 3.60 I
` a i lWOOD
\ FENCE
2+92�
P/P I 1
zo © 2.68 PRIVATE ROAD # 1005
{ �'I 10' ROCK / DIRT
r
PROPOSED
I PRNATE CEDAR TREE 3" PVC, SDR 21, 200 PSI WATER LINE
1o• DIRT ROAD % 5' MIN FROM CENTERLINE FROM ROAD
1.40
FO TEL 2.64 P/P
RT 1 BOX S43
Ls2
BARN . ..ell
l
❑,
`y 2.12
�T� - `�J (DIRT DRIVE 3.20
R/W ���11JJJ DIRT PATH
1.84
PECAN
TEL
FO TEL
—t
0.44
0.24
15" RCP DRAIN r t
612
2.00
BRIC ,• A - BRACK SHACK
' EXISTING
® M84 3o Lr" 6" ORY80RE WITH S" STEEL CASIP
AND 3" PVC, SDR 21, 200 PSI WATER I
3.60 � EXISTING
O CANAL 2 EA 6" GATE VALVE 8 BOX 16• k RD.
I EA 6" x 6" TEE, DI
1 I EA 6" DI PLUG, TAPPED 3"
3.92 1 EA 3" GATE VALVE IS BOX 15• t RD.
DIRT ORNE TEL
r1 EXISTING 3' PLUG
Is, CMP 1- L 0.28
¢ 40.00 IfITEL
0.00 I 4 y
C.O. s 1 4.36
18- METAL DRAIN, r t G/C
EXISTING
I EA 6" 90• BEND, DI
I EA 6" x 6" TEE, DI
2 EA 6" GATE VALVE 8 BOX
I EA FIRE HYDRANT, 4 1/2"
I\_
4.76
BARN
I \
i
7.28
DIRT PATH
8,
TWO 42' ALUMINI
I-19-1H

6' TO
ZST::::
TRENCH 18�. 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA