31392_BEAUFORT COUNTY WATER DISTRICT VI_20020607

1gI,,CAMA / DREDGE & FILL
N? 31392�t�
GENERAL PERMIT' l"=' Previous permit# ' I•,
,New Modification Complete Reissue Partial Reissue Date previous permit issued {
As authorized by the State of North Carolina, Department of Environment and Natural ResBSl el
,
and the Coastal Resources Commission in an area of environmental concern pursu+ to 15A NCAC L &'
. �J
j i K Rules attached.
Applicant Name ,,Y Location: CountyA
Address . t� U Q co , iiJc`l�i Street Address/ State Road/ Lot #(s) W a,,,
City _• ::! vl. State N( ZIP 11 `ci5 �', c va1'<y;^ c �`c;tnt
Phone # qLlt. • W')C► Fax # O Subdivision
Authorized Agent 3�C�J'% & City QM_. �IA5 L Q ; - -3", ZIP
Affected a CW ❑ EW XPTA ❑ ES .K PTS Phone # (,) River Basin \<<r
❑ OEA ❑ HHF ❑ IH ElUBA ❑ N/A
AK(s): Adj. Wtr. Body (nat /man /unkn)
❑ Pws: ❑ Fc:
..>
ORW: yes /,;� PClosest Mal. Wtr. Body
NA yes / no Crit. Hab. yes / no '
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
Shoreline Length a ('� O I
SAM not sure
yes
no
Sandbags: not sure
yes
,,no
Moratorium: n/a
yes
no
Photos:
yes
(100
Waiver Attached:
yes
<no
A building permit may be required by: N 1
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature ,Please read compliance statement on backof permit"
wo�, CJ U 1'1
Application Fee(s) Check #
See note on back regarding River Basin rules.
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, certify that 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)
Revised 10/05/01

J.,
NCE. 1112 - MOUTH OF THE CREEK OAD�
10 PROPOSED
8" PVC, SDR 21, 200 PSI WATER LINE BLOUNTS CREEK
SANDRA 9. LEWIS
_ Z 23'
CONCRETE BRIDGE 600. 43' LONG
63 7.37 7.19 7.36 7.97 8.20 8.93 9.37 9.78 0.02
11.32 IZ 49 14.02 16.32 18.80 20.16 20.26 19.33 IT. 43 18. s2 {3 66 IL 76
W
7.17 aiw a 47 9.67 7. 17 7.47 W
g 87 8.17 8, 77 8. 27 3, 37 -0. J3 -40. 38 -12 20 1Z.14 -IL 24 -9. 37 -8. 37 -7. 38 -a 84 -Q 84 -Z. 37
67 -2 03 8.
PVC DIP HOPE
PROPOSED /
I EA 8" GATE VALVE & BOX L PROPOSED
ALPERN PARKER GERARD, JR. 1000 LF CREEK CROSSING WITH 10- HOPE, IPS, SDR 9, 200 PSI INSTALLED BY
HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350. MJ WITH
GRIP RINGS INSTALLED BY OPEN CUT ON WEST SIDE AND 10" DIP,
CLASS 350, MJ WITH GRIP RINGS INSTALLED BY OPEN CUT ON EAST SIDE
I EA 10' 900 BEND, 01, MJ WITH GRIP RINGS
ALTERNATE
800 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE, CLASS 350
BALL JOINT WITH RIP -RAP ON SLOPES
f-
20L-
r
I�
f
ABOVE WATER LI E�
r
l0 �- EDGE OF PAVEMENT
Z.
PVC DIP HOPE
0 I-
L
I
PROPOSED
r I000 LF CREEK CROSSING WITH 10" HOPE, IPS, SDR 9, 20071NS7ALLED BY
HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLMJ WITH
GRIP RINGS INSTALLED BY OPEN CUT ON WEST SIDE AND 10DIP,
-10 I- CLASS 350, MJ WITH GRIP RINGS INSTALLED BY OPEN CUT ON EAST SIDE
I EA 10" 90• BEND, DI, MJ WITH GRIP RINGS
�. ALTERNATE
800 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE, CLASS 350
E BALL JOINT WITH RIP -RAP ON SLOPES
-20i-
th,414 14 27/ 2 d0Z CAMA CROSSING 10:
HORIZONTAL SCALE: 1" = 100' APPLICANT:
VERTICAL SCALE: I" = IC'
LOCATION:
WATER LEVEL 1.4
28 PM 10a5-01
y 13. sr
6' MIN.
e
BEAUFORT COUNTY WATER DISTRICT VI - CHOCOWINITY / RICHLAND TOWNSHIP
P. 0. BOX 1027, WASHINGTON, NC 27889 ( 252 ) 946-0079
NCSR II12 CROSSING_ BLOUNTS CREEK BEAUFORT COUNTY, NO
BOAT SLIPS
CONC. BOAT RAMP
I
° ° % waoo PRJNGS
0
0 0 a
° o °0 0 ° / ASPHALT DRIVE
� ROCK DRIVE
9.83
7.86 -POPE
9a
I lI �/_`/
HDQE_
RICHARD K. FOLSOM
$ JAN L. FOLSOM
TEMPORARY BENCHMARK
PP Ta
I PVC
PROPOSED
--1 EA 8" GATE VALVE 8 BOX
60' R/W
W ASPHALT
PROPOSED
8" PVC, SDR 24 200 PSI WATER LINE
NAIL IN POWER POLE
ELEVATION 3. 8T
10" DIP
RICHARD K. FOLSOM
8 JAN L. FOLSOM
ROAD
CAMA GENERAL
AREA 8'
PLAN VIEW
PROFILE VIEW