18092_BEAUFORT COUNTY WATER DISTRICT IV - BATH TOWNSHIP_19970825

CAMA AND DREDGE AND FILL N.. 018092
GENERAL
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
Applicant Name off- ' �"'� I,l�u, i �' i ✓,' j�.�" Z© 1$ M' Phone Number
Addresse 1t o
o f � 1
City L.C- a k 2l-A=. State AV Zip_
Project Location (County, State Road, Water Body, etc.) Y s''• A-
f / d C" If
Type of Project Activity
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.
applicants signature
permit officer's signature
issuing date expiration date
attachments r �f
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee f �'
Management Program.

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rn
0
R/W - - -
-- EXISTING
U
GO- RCP
Z INV(N) - -2.06
INV(S) ■ -2.03
- -
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE 27'
_ --- ooDS " I 1 (-TEL+ m
R/W TEL T 7
PROPOSED
2 EA 8" 45' BEND, DI 4' MIN
ANN LATHAM
PROPOSED
60 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT
EDGE OF PAVEMENT
6 -
GROUND ABOVE
WATER LINE
4 -
-
PROPOSED PROVIDE
6" PVC, SDR 21, 20O PSI WATER LINE RIP -RAP ON f
O - GAWK SLOPES
-2 - PROPOSED
8" PVC, SDR 21. 200 PSI WATER LINE
-4 - 1 EA 8" 45' BEND, DI
PROPOSED
13.1 LF B" PVC, SDR 21. 200 PSI WATER LINE
6 _ 1 EA 8" 45' BEND, DI
PROPOSED
60 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
-8 - CLASS 350. BOLTLESS RESTRAINED JOINT
T
HEIRS OF IVEY WARD
R/W
EXISTING
60" RCP
INV(N) - -2.18 27Y
INV(S) ■ -2.08
US 264 IOO' R/W -
8' : OFFSET
R F r
CANAL R/W
PROPOSED PROPOSED
2 EA e" 45' BEND, D1 8" PVC, SDR 2L 200 PSI WATER LINE
WILLIE BELL SPENCER
60' RCP, INV(S) ■ -2.03'
60" RCP, INVSS) - -2.08'
TOP OF WATER ■ 1.15'
DEC/I1/96 • 230 PM
=(/f
CAMA AREA 20
BEAUFORT COUNTY WATER
DISTRICT V - PANTEGO TWP,
SCALES: I" ■ 15V HORIZONTAL I" . 5' VERTICAL
MARCH 27. 1997
0
BM ■ NCGS "DOWRY"
ELEVATION - ()
PROPOSED
8- PVC, SDR 21. 200 PSI WATER LINE
I EA 8" 45' BEND, DI
11.5 LF 8" PVC, SDR 21. 200 PSI WATER LINE
I EA 8" 45' BEND, DI

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THOMAS
POPE
R/W
30.0'
100'
R/W
1
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31.4'
PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
ANN LATHAM
15
PROPOSED
100 LF CREEK CROSSING
WITH 6" DI PIPE
CLASS 350. BALL JOINT -
4 —
PROPOSED
6" PVC. SDR 21, 200 PSI
O — WATER LINE —,
TOP OF WATER ■ 1.23' • 15:00'
DEC/23/86 —i
PROVIDE
RIP -RAP ON
CREEK SLOPES
PROPOSED
100 LF CREEK CROSSING WITH 6"
DUCTILE IRON PIPE
CLASS 350, BALL JOINT
IFLOW
4.54
THOMAS POPE
6'H X 8'W DOUBLE BOX CULVERT
INV(NW)--3.83 INV(NE) - -3.83
INV(SW), -5.90 INV(SE) ■ -3.93
US 264--\
R/W
30.0'
9 a 1
31.4' R/W
PROPOSED
�c <� 6" PVC, SDR 21, 200 PSI
WATER LINE
0 ANN LATHAM
EDGE OF PAVEMENT
GROUND ABOVE WATER LINE
PROVIDE
I)� RIP -RAP ON
PROPOSED
CREEK SLOPES
6" PVC, SDR 21, 200 PSI
WATER LINE
DOUBLE BOX
CULVERT
CAMA AREA 19
BEAUFORT COUNTY WATER
DISTRICT V - PANTEGO TWP.
SCALES: I" ■ 50' HORIZONTAL I" ■ 5' VERTICAL
MARCH 27, 1997
13M ■ NCGS DOWERY
ELEVATION ■ 6.26'
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HEIRS OF =� HEIRS OF
MARION HARRISMARION HARRIS
v C R/W
R/W_�_ --
48
" RCP
INV(N) _ -0.68
INV(S) _ -0.66 48" RCP
24.0' INV(N) . -0.16
INV(S) _ -0.58
US 264 BUSINESS TBM
100' R/w - v
33' 26' 12 3•
WETLANDS VEGETATION WETLANDS VEGETATION
o < 01a N a poo 0 4 S 0 R/W
WOODS +04 WOODS PROPOSED
WETLANDS
6" PVC, SDR 21. 200 PSI
PROPOSED LINDA SHARP WATER UNE
6" PVC, SDR 21. 200 PSI PROPOSED
WATER LINE 100 LF DITCH CROSSING DOANE ROUSE
WITH G" DI PIPE
LINDA SHARP CLASS 350, BOLTLESS
DOANE ROUSE RESTRAINED JOINT CA M A AREA 1
BEAUFORT COUNTY WATER
EDGE OF PAVEMENT DISTRICT V - PANTEGO TWP.
SCALES: I" = 50' HORIZONTAL 1" = 5' VERTICAL
6 — MARCH 27. 1997
48- RCP 48" RCP
INV(S) . -0.66 1NV(5) . -0.58
4 — PROVIDE TOP OF WATER
_ RIP -RAP ON •I.IP a IL35 AM
CREEK BANK DEC/12/96
2
.q i - r ` r / — O
0 — GROUND 2.0 j r PROVIDE
40' FROM ROAD ¢, RIP-RAP/GRAVEL FILTER CHECK DAM
STABILIZE BANK AT PIPE EXIT
-2 — WITH RIP -RAP PROPOSED
4' MIN 6" PVC, SDR 21, 200 PSI
WATER LINE
-4 —
PROPOSED PROPOSED
6 _ 6" PVC, SDR 21. 200 SiP
WATER LINE 100 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT

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LEWIS CUTLER
MILTON WHITLEY
19U'
R/W
R/W —
CUCKOLDS CREEK
PROPOSED
i
B" PVC, SDR 21. 200 PSI
33,26'
WATER LINE 24'
728
7AO
7s°
US 264
100' R/W
'7 2 .6'
7,23
BRIDGE 73
+ 7.49
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40'
_
R/W o�TEL
PROPOSED
PROPOSED
220 LF CREEK CROSSING WITH
8" PVC, SDR 21. 200 PSI
B" DI PIPE, CLASS 350
WATER LINE
WATER LINE
BRENDA WARD
EDWIN RICKS, JR.
PROPOSED
12 —
8" PVC, SDR 21, 200 PSI
TOP OF BRIDGE DECK
WATER' LINE
to —
EDGE OF PAVEMENT
e —
6 _
�ROVIDE
%i ��/ BANKASLOPES
��`ii
6.1' TOP OF WATER u 1.31'—
GROUND ABOVE
WATER LINE /
4 —
AT 10:30 AM
JAN/02/97 i
— O
O -
-2 —
6.5,
PROPOSED
11'II
8" PVC, SDR 21. 200 PSI
-4 —
`%\
III''
WATER LINE
-6 -
CAMA AREA
1
PROPOSED
-8 —
4'
MIN
220 LF CREEK CROSSING WITH
-
BEAUFORT COUNTY WATER
B" DI PIPE, CLASS 350,
-10
DISTRICT V - PANTEGO TWP.
BALL JOINT
-12 -
BM t NCGS CUCKOLDS
-14 —
SCALES.. r a 50' HORIZONTAL 1" 40'VERTICAL
ELEVATION u 6.38
MARCH 27, 1997

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JANE RADCLIFFE COLE LEATHERBEE
R/W
R/W o
r f + ♦ f + + + + t
27.rG
40'
n a c M N
i W 13
JANE RADCLIFFE COLE LEATHERBEE
} — 70'�
^— R/W
BROAD CREEK
FLOW
33.5'
24.2'
7.416.1,-2 0.03US264
RIDGE7.7.9e r
r
FO CABLE 27(9
o \� °° CD ro "3 �r��v
W
R/ WOODS
PROPOSED 10' MAX. �I 'CREEK
12" PVC, SDR 21. 200 PSI 200 L CREEK CROSSING V
WATER LINE 12" DI PIPE, CLASS 350
BALL JOINT
12
10
8 —
6 —
4 —
2 —
0 -
-2 -
-4 -
-6 -
-e -
-10 -
-12 -
-14 -
-16 —
JANE RADCLIFFE COLE LEATHERBEE
PROPOSED
12" PVC, SDR 21. 200 PSI
WATER LINE
TOP OF BRIDGE DECK
CAMA AREA �3
BEAUFORT COUNTY WATER
DISTRICT V - PANTEGO TWP.
SCALES: I" a 50' HORIZONTAL I" cl0'VERTICAL
MARCH 27. 1997
�----- woods •R%W --
L
PROPOSED
12" PVC. SDR 21. 200 PSI
WATER LINE
EARL DE'HOOG
TOP OF WATER ■ 0.91
JAN/01/97
AT 215 PM
EDGE OF PAVEMENT
GROUND ABOVE WATER LINE
PROVIDE
RIP -RAP
_ ON BANK S OPES
kI PROPOSED
9.4' 12" PVC, SDR 21. 200 PSI
III WATER LINE
I1 200 LF CREEK CROSSING WITH
12" DI PIPE. CLASS 360
BALL JOINT
4' 1 AIN
BM NCGS SEA 7
ELEV ■ 6.57
9

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SARA K. TANKARD
R/W
PUNGO CREEK
33.5'
VLOW
27'
e.e9
e.7o e.67
1,39
a
172'
BRIDGE
If 2
—--------
.2
e.7o
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e.
LIMIT OF 3' APRON
4O'
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FO CABLE
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^.
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p�
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nl
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--
LOSSIE BROOKS HEIRS
R/W
24'
100.
US 264 R/W
�BM TEL
FU y r r o
R/
PROPOSED
10' MAX. 180 LF CREEK CROSSING WITH
12" DI PIPE, CLASS 350
PROPOSED SARA K. TANKARD BALL JOINT
12" PVC, SDR 21. 200 PSI
WATERLINE
WAYNE MASSEY. JR.
PROPOSED
—12" PVC, SDR 21
200 PSI WATER LINE
PROPOSED
12" PVC, SDR 21, 200 PSI
WATER LINE
EDGE OF PAVEMENT
TOP OF BRIDGE DECK
PROVIDE RIP -RAP
ON BANK SLOPES 70 TOP OF WATER GROUND ABOVE WATER LINE
■1. 10' 9:15 AM
JAN/03/97
II. PROPOSED
12" PVC, SDR 21, 200 PSI
WATER LINE
-
�� ,11
LAMA AREA 2 '11J PROPOSED
\I` _11 — IBO LF CREEK CROSSING WITH T DI PIPE
CLASS 350, BALL JOINT
BEAUFORT COUNTY WATER 4' IN.
DISTRICT V - PANTEGO TWP. BM • NCGS BEA 06
ELEV.■9. 31'
SCALES: 1"-50' HORIZONTAL I"ci0'VERTICAL
MARCH 27, 1997

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TOWN OF PANTEGO R/W
ALLEN RUSS
—
R/W--
BM=NCGS "BEA" 8 BM
PANTEGO CREEK
-ELEVATION-7. 53'
1
24'
&71 CV6.71
75'
3
_ _j—t—
_
US 264 —'-`
F
BRIDGE
36.3'o
O o 2'
n 'd tO
6.76 + 6.T3
6.72
19.9' 25'n
CONC. SIDEWALK
CONC. SIDEWALK
I
SIDEWALK 33'
q
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_
— —
R/W
R/W
.O TEL
• • •
'
3•�
GERALDtiNE PROPOSED
SEPH
JO SEPH A.
MYERS I EA 12" GATE VALVE
PROPOSED
PROPOSED
I EA 12" GA TE VALVE
140 LF CREEK CROSSING WITH 12" DUCTILE
IRON PIPE
CLASS 350. BALL JOINT
PROPOSED
12" PVC, SDR 2L 200 PSI WATER SINE r - CREEK OVERFLOW
PROPOSED
12" PVC, SDR 21. 200 PSI WATER LINE
2 EA 12" 45' BEND, DI PONDING AREA
2 EA 12" 45• BEND, DI
PROPOSED
PROPOSED
12" PVC, SDR 21, 200 PSI WATER LINE
12" 45 : BEND, DI
10 —
PROPOSED
12" PVC, SDR 2l, 200 PSI WATER LINE
TOP OF SRI GE ECK
EDGE of PAVEMENT
e —
TOP OF WATER
6 _
`_
PROVIDE
1.32' • 11;30 5.4'
JAN/02/07
GROUND ABOVE WATER LINE
PROVIDE
4 —
RIP - RAP ON
r- RIP - RAP ON
2 —
BANK SLOPES
BANK SLOPES — 0
PROPOSED
O —
�\ 1,
2 EA 12" 45' BEND, 01
-2 -
CAMA AREA �1
\ r�,
IO.r
4 _
BEAUFORT COUNTY WATER
\
\(f/
\,I\'
,
��
PROPOSED
140 LF CREEK CROSSING WITH 12"
-6 -
DISTRICT V - PANTEGO TWP.
�,\
�%
DUCTILE IRON PIPE. CLASS 350
BALL JOINT
-6 _
SCALES: 1" . 30' HORIZONTAL I" d0'VERTICAL
6�
-to
— MARCH 27, 1997
4' MIN
-12—