33164_CAPE LOOKOUT RV PARK_20030130

CAMA DREDGE & FILL
16
GENERAL PERMIT
[]New LIModification ElComplete Reissue EJPartial Reissue Previous permit #
Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
ED Rules attached.
Applicant Name Project Location: County
Address
Street Address/ State Road/ Lot #(s)
City State 0 ZIP
Phone # Subdivision
�J Fax #
Authorized Agent ir City ZIP
Affected D CW DEW 0 PTA 'XES E PTS Phone# River Basin
AEC (s): El OEA EJ HHF EJ lH D UBA El N/A Adj. Wtr. Body gnat Im;;n
LJ PWS: DFC:
ORW: yes / no PNA yes / no Crit. Hab. yes no Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale:
3,
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
-7
L
1'�-
Q
Bulkhead/ Riprap length
It -
T
avg distance offshore
S,
max distance offshore
Basin, channel
Jw ki-
-"'R'
L
1. i-I
cubic yards
—1-1
.---
r
Boat ramp
Boathouse/ Boatlift
�U
A
Beach Bulldozing
x
U
CIA:1
Other
I T
WU
14
Shoreline Length
SAM not sure yes
Sandbags: not sure yes ell 9 .
Moratorium: n/a yes ono
. ..... -
Photos: (r4E!s,, no
Waiver Attached: yes ('on-o
A building permit may be required by:lf See note on back regarding River Basin rules.
Notes/ Special Conditions T) i
ot
Agent or Applicant Printed Name
Signature "Please read compliance statement on back of permit"
Application Fee(s) Check #
Permit Officer's Signature
Issuing Date Expiration Date
Local Planning Jurisdiction Rover File Name

Statement of Compliance and Consistency
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 or criminal or civil action; and may cause the permit to become
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) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax: [phone]
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastalmanagement.net
Revised 10/05/01

PRESTIGE LAND SURVEYING, P.A.
PH. [phone]
501 W.B. McLEAN BLVD.
CAPE CARTERET, NC 28584
PAY
TO THE
ORDER OF--e,--
7100
DATE — / — 310 —,:9 3 66-7489-2531
DOLLARS
AF
Marine Federal
Credit Union
JaCkso—fle. NC 28541-15,51
FOR -62A-4D4—rl�
1: 2 5 3 L 7 L-.8 9 31:D 9000 38 2 3 L, PC) Pe 7 Loo
T;
0

----------------------------------------------------------------------------------------------------------
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent toc4rjookoor seu 1;,
property located at gAR-V S I&AbJo ROAD' LSP- on
lot, block, road, etc.)
lkGy- S Ca gD in ALeyE$ ISL4� C-t� 7CO N.C.
water body town and/or county)
He has described to me as shorn below, the development he is proposing at that
location and I have no objections to his proposal,
DE? CMTPTTION AND/OR DRAWING OF PROPOSED DMLOPMENT: (to be filled in by individual
proposIng 'the development.)
C�� N - ct 1 1u�S
e(D .0ij 4.7c!-C. G� i r.1 "( lG L-I AJ G7 AAiD
„AN 2 RECD
Signature
Nam J
Phone Number �"'�

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LEGEND
PROPOSED 6" x 6" TAPPING SLEEVE �� PVC WATER MAIN (220 PSI)
990 LF 2" PVC (200 psi)
W/ 6" GATE VALVE POTENTIAL INTERFERENCE
WATER/SEWER W/ WATER
6" TEE ON TOP (3 LOCATIONS)
6" GATE VALVE
® 6"x 2" REDUCER
2" GATE VALVE VAULT WITH 2" DIA.
BACKFLOW PREVENTER
�® BLOW -OFF ASSEMBLY AND 2" METER.
t
10' V GETATIVE BUFFER N 1 4' 18'`,0"E
79.06' 60 0' 45.00' ��43.00" 63' �—
s 42' din. SC 35 30' X 185' 5
0 S.F. MAX.
R. B.O. ^ 10' 4p' o `t Q M `r v o
00 TYPI AL � o X _ o x _ ? x _ i
Proposed 6" PVC Ma n
(200 psi)
60.00' S 9
• Sed 115 LF of 6" 45.0o a2.0o' _*
p Proposed 172 LF ff _ � ain (200 psi) , 6" PVC (200 psi) -
PROPOSED 32.0o' 40-00
2" BACK FLOW PREVENTER 38.26' �`
i� j
W/ 2" METER �� SDR .12.4
PARK STORE. x - PVC 0 0
do 70 24 1 63901 .0. 0)OFFICE
BATH HOUS O ,r, P mp Tank
0� 22 0� 0►�
23-
O _
*1 ,185 illo
o — S C onk
40
Blackbeard Circle +1
P� 28.84'
- 2.- I -65' till
a �n
s 46 , 18 Q 17 `� 16 `tu' 15 J "1
�O
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48.00' L i
10.36' 5 .00' ao
55.00• 170 LF 6" Dia SDR 35 30' X 1
2
OD S 22.1 1 ' 42.o0' 5 3 38.00' �6-00'
3
1p W 454
tr
0 10' VEGETATIVE B
in
^
PROPOSED
6" TEE
6" GATE VALVE
6" x 2" REDUCER
2" GATE VALVE
PROPOSED
6"X 6" TAPPING SLEEVE
.0 6" GATE VALVE
Cape Lookout R/V Park
Ron Loftis and D. Harold Gurganus
P.O. Box 1478
Washington, NC 27889 252-975-6500
HARKERS ISLAND SCALE 1" = 40'
CARTERET COUNTY, NORTH CAROLINA
Op_\ CAROM
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PROPOSED
2" BACK FLOW PP 7VENTER
3 \ W/ 2" METER
�I
CAPE LOOKOUT R,,\/*
John McLean Engineering Associates PROPOSED
106 Manatee Street Tel: [phone]
Cape Carteret, N.C. 28584 FAX: [phone]
e-mail [e-mail]
661.06'
�$
70.ft LF, 6ftDia
SDR 356I?!bd_
63.o10'
.9.9
tormwater Infiltratio Bast
p
M Cg40'
6°
8 diQ �Q
W
061TYPICAL
69.99'
7
�n
0
One —Way
16' R/W 14 Improve SurfaceY
Q� �ha �
� LF
9
`�'Dia.
41 .04'
oR
35 PVC
40 x 80 Nitrification
r-- 1,463 gallon
•10.2 Pump Tank
_
o 25
�� 40
KCAL
Field
e—
26
(SOUTH)
o�
oi!:
Septic ;ea
NE
Gnk 0
oo'
10'
D -Al
1 LF
TYPI
10
O
1 iameter
o
28
�Q
27
35 PVC
10.7
4 x 80 Nitrification
9.
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9
FieldC.
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(NORTH)p
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40.96
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ona—w aft_
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39.83
1 .3
10. x
Dia.
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1 rmwat r In f ilt c) tion Basin
TYPIc L 3
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SpR
_
72.00'
-�
84.00'
1 '
S 14'20'42"W
.15' ` . -
PROPOSED
2" TEE, 2" GATE VALVE &
2" BLOW OFF ASSEMBLY
CONTRACTOR'S NOTE PROPOSED
990 LF 2" PVC (200 psi)
LOT # 1 AND LOT # 20
ARE SERVED BY WATER CONNECTIONS
IN THIS PROJECT. THE WASTEWATER
CONNECTION FOR EACH OF THOSE LOTS
IS NOT SHOWN ON THIS DRAWING.
WATER SUPPLY TO ALL LOTS SHALL BE
FROM CONNECTORS DOWNSTREAM OF
EACH OF THE TWO (2) INCH METERS.
ROUTING OF THE SERVICE LINES SHALL BE
IN ACCORDANCE WITH HARKERS ISLAND
WATER CORPORATION STANDARDS.
THIS JOB REQUIRES 287 LF OF 6" DIAMETER PVC MAIN
TO BE JOINED WITH 990 LF OF 2" DIAMETER PVC MAIN.
THERE ARE SEVERAL POINTS OF POTENTIAL INTERFERENCE BETWEEN THE
SUPPLY SYSTEM AND THE WASTEWATER COLLECTION AND DISPOSAL SYSTEM.
THESE CROSSINGS REQUIRE THE WATER SUPPLY LINE TO BE LOCATED AT
LEAST 18 INCHES ABOVE THE WASTEWATER COLLECTION SYSTEM, OR BOTH
THE WATER SUPPLY AND THE WASTEWATER COLLECTION SYSTEM SHALL BE „�N
INSTALLED USING DUCTILE IRON MATERIAL. IN THE INSTANCES OF
CROSSINGS WHICH REQUIRE DUCTILE IRON, THE RESULTING PIPES SHALL
EXTEND AT LEAST 10 FEET FROM THE INTERSECTION IN BOTH
DIRECTIONS
V A K 1(o,
WATER
OFFER
SUPPLY PLA
Date: March 21, 2002
Revised Aug 14,2002 Revised Aug 20, 2002
1
2
�TUR�J oR �uaL ` S. tqy- Lectr�

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Z
N.C.S. R. 1421
iZ in
_ LA
LA
N.C.S.R. 1 335
--------------
BACK SOUND
Vicinity Map
D.I. valve box (typical)
1 1/2" I-2
6" compacted
ABC
aggregate
1.
brick
2" dia. 200 PSI
2" dia. Galy.
PVC
(typical)
2" brass gate valve w/ o000epesi
2" operating nut blocking
BLOW OFF ASSEMBLY DETAIL
400
r -
! • i. L " - -
WATTS 007, 2" ID- _
_..
DOUBLE CHECK -- BRASS
BRASS BACK FLOW PREVENTER GATE
GATE 2" C-700 VALVE -
VALVE \Test Ports —,\ ABB METER
i TEE Q ., _ _ a \ � I TEE
UNION STRAINER �� \ UNION
(IF REQUIRED) � Pipe Support
! I (Typical)
PROFILE
BRASS WATTS 007, 2" DIAMETER
GATE --� DOUBLE CHECK
VALVE � UNION 9a ELBOW
BACK FLOW PREVENTER
9d ELBOW LIZC
i TEE \ UNION TES
60 0
BRASS
� BRASS
UNION — GATE STRAINER 2" C-700 �-- GATE
I VALVE (IF REQ'D) ABB METER VALVE
i
PLAN
STANDARD 2" METER W/ BACKFLOW PREVENTER & BYPASS
2" Gate Valve
w/ 2" operating
nut
Cast Iron Valve
Box w/ brick
supports (typical)
�l L_1 Wit
07,//11
cc .N
wo
N
Cc
W
W � i
6" x 2" Tapping Sieeve t to N T�
TAPPING SLEEVE DETAIL
g NTS
-�iYi'~��
asphalt pavement
3
i
18" minimum
36" minimum cover
I
Plastic meter box
V)
wj
1=04
Hose bib for Q
RV service
Li Y
N
Watts Series I
Backflow preventer
0
STANDARD WATER SERVICE CONNECTION I F�
—
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