18089_BEAUFORT COUNTY WATER DISTRICT IV - BATH TOWNSHIP_19970825

f.
CAMA AND DREDGE AND FILL
GENERAL
_'
PERMIT
^ as authorized by the State of North Carolina
(Y✓��y Department of Environment, Health, and Natural Resources and the Coastal Reso rces Commission
in an area of environmental concern pursuant to 15A NCAC I�k-
� 4a.Y.. -`'.l " �oFa,� � �j� t
Applicant Name — -- �� Phone Number
Address''`
City ilU`�.� f d
State �' {' Zip
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
PROJECT DESCRIPTION SKETCH c.c
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin channel dimensions
cubic yards
Boat ramp dimensions
Other +'
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.
(SCALE: Al )
J applicant's signature
permit officer's signature
issuing date expiration date
attachments R t` �I !
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee -' ^+� ✓ -/
Management Program.

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106

PAMLICO RIVER
CLASS "SA" WATERS

IF 6 , TO
SIDECAST.:'
TRENCH 18. 36"
TO
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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T.— C.4 rAN7FGO
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m rA4' CAMA AREA IB e O w.0 Y awn \ u P OaT[ H1L1R 6 FOR \ E O � ESTAUNNIE SHORELW
LL
w
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S' HRI {Rpl EDGE Or ASPHALT RW
El'
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CHECK OA.S
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LID
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PAMLICO RIVER
CLASS -SA- WATERS

60' R/W
IB' ASPHALT
SCALE I" ■ 100'
JUNE 5. 1997
PROPOSED
6" PVC, SDR 2L 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
47.52
1:1 40.00
T DIRT DRIVE
52.64
51.60 5050 EAST OLD
PAMLICO BEACH RD
50.24
BOXox 91 913
HAW
RT 2 BOXX 254A
L-1
Ll
BELHAVEN•NC
50.92
SOLO EAST OLD
50EAST OLD
❑
PAMLICO BEACH RD
PAMLICO BEACH RD
T
49.08
F1'
52.08
52.64
DIRT DRIVE 49.72
51.36
TV/TEL
DIRT DRIVE
. 49.00
ROCK DRIVE
TV/TEL
T
T
$
-9-
— —
n
Rll,in
u
U
54.24
18" RCP DRAIK f I: G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
53.36 53.96 54.56
❑❑ ❑
55.04
54.12 DIRT DRIVE
Dlfl
l TV +FLOW I I
vp- 53.20 DIRT DRIVES 54.12 54.76
53.08 ❑
❑ ❑ ❑ DRIVE
��- 55•12 I
52.44 53.92 54.48 53444
KENEDY COMPOUND
4970 EAST OLD
PAMLICO BEACH RD
O
PAMLICO RIVER
CLASS "SA" WATERS

•00 37.76
J VOLIVA
O/Rr� s, 3105 EAST OLD
PAMLICO BEACH RD
a JJ- 3e.J8
BOX 715
8104 EAST OLD
Rya 6. b a,�., PAMLICO BEACH RD
RT 0'� 0 oR
z. 0
40)- Dlll� 3e.38
SCALE I" ■ 100'
JUNE 5. 1997
t� J DIRT DRIVE Se.72 39.44
a�
J A k 39.2e
A S° ryel .00 DIRT DRIVE
0
*�� e� �0 3e,O4 �TV PROPOSED CAMA AREA 18
~Ro BARNS �3e.2e \ 1 EA 6" GATE VALVE 8 BOX
\� ESTAURINE SHORELINE
\ <>
DIRT DRIVE \
37-36 n
OG BARNESNrl 38.4e
EAST OLD , 1 OAKLEYS IB' AS
PAMLICO BEACH RD
\ 39.92
TV _
® 39.32 W —
RIP - RAP G
HEADWALL
60' R/W
4LT
1

6' TO '
:.S ID E CA ST.'.;.
TRENCH 18" 36"
TO
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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_EI"■100'
IE 6, 1997
25.44
IF 41'�
e
60' R/W
CAMA AREA a
ESTAURINE SHORELINE
43
29.20
• TEL/TV
��• IW ASPHALT
.56 , CONC DR1Vt 25.52 N<r S p f 30.72
F` 2
25.44 TEl T DRIVE
30 Fq$r OLD
n�M El 5-4CONDIRT DRIVE 26.66 ` !_
B" FIT DRIVE L'CO
24.94 27.94 EACH
ROgD
TEL/TV
25.72 27.56
JDIRT DRIVE
E.AST
474 EAST OLD 26.48 26.96
cl
PAMLICO BEACH RD
28.76
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
32.44
✓�_._.�
TEL/TL/T V 32.32
d
® WOOD
32•8O
93
FENCE
P% DIRT DRIVE TREE
33.52
G
34.36
©\
DIRT DRIVE
32.60 34.16
TEL
35.04
DIRT DRIVE
El TEL/TV
®
34.40
PAMLICO RIVER
CLASS "SA" WATERS

6 ' TO
S ID E CAST:':
TRENCH Ig" 36"
TO
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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TEL I (2 CLASS "SA" WATERS
An G \�
11
09.25 _~ `T \ . \�
IF IS E SIGN O.00
O.60 1\ \
STATE MAINT
TEL I/ 05 I 24
\ \
r \ PROPOSED
2" PVC. SDR 21. 200 PSI WATER L
o.6e \ /// 123 1 10' MIN FROM CENTERLINE OF ROAI
IV ROCK AREA —
30' R/W
PROPOSED
3" PVC. SDR 21. 200 PSI WATER LINE
10' MIN FROM CENTERLINE OF ROAD
1.00
OWENS
1734 SNAKE ISLAND RD
OTE :
GOAD NOT CENTER OF R/W
CAMA AREA 16.
ESTAURINE SHORELINE Io' DIRT
PROPOSED 30' R/W \
2" PVC. SDR 21. 200 PSI WATER LINE
10' MIN FROM CENTERLINE OF ROAD 2.76 r
PINES
PINES /
PROPOSED /
1 EA 2" 90' BEND, PVC
I EA 2" BLOW -OFF ASSEMBLY 04.40
\\ 1.60
IF15'I
0.52 (2�
(PROPOSED
'1;y at /// 1 EA 2" 90' BEND. PVC
2.52 r /� / / 1.60 1 EA 2" BLOW -OFF ASSEB
\ QTEL • / \
2.44
�ti 1
13 O 00 \ �
O.32
0-24
TEL SATTELRELr E �)® THE 1.00
/ YOUNGS
DISH / �1 1750 SNAKE ISLAND RD
1.48 ✓ 1740 SNAKE ISLAND RD
It TEl 1
0
2.00
/ o
WOODS
ROAD ENDS
�✓ WOOD BULK HEADS
PUNGO RIVER
CLASS "SA" WATERS
SCALE I" ■ 100'
JUNE 15. 1997
I
I
PROPOSED
9 1 EA 3" ■ 3" TEE, PVC
2 EA 2" GATE VALVE 8 BOX
I EA 3" GATE VALVE B BOX
2 EA 3" K 2" REDUCER. PVC

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

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Gut 4
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to
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` Marshes. -
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PAUL E. WALDROP..JR
PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE
W
JORDAN CREEK
_,fj
JORDAN CREEK MARINA
ON THE PUNGO, INC
PROPOSED
DIRT ROAD WOODEN f'-' 14 3" PVC, SDR 21. 200 PSI WATER LINE
BRIDGE
J.W. BARNES RD. - - - - - -
6.1 5.9 5.5 6.1 W �.
4.7 4.
0 14 21 3.5 4.0 4.4 a.0 / 5.3
_ i AERIAL POWER LINES
PROPOSED'
I EA 4" >< 3" TEE, PVC
I EA 3" GATE VALVE Ld �- PAUL E. WALDROP. JR
2 EA 4" GATE VALVE j 0 - / �"
TBM
Q�
DRIVEWAY TO JORDAN
CREEK MARINA
PROPOSED
-3" GATE VALVE
PROPOSED a Q PROPOSED
4" PVC, SDR 21. 200 PSI WATER LINE 3 20 LF CREEK CROSSING WITH 6" STEEL CASING, MIN THICKNESS 0.188",
AND 3" PVC, SDR 21. 200 PSI WATER LINE
2 EA 3" 45' BENDS, PVC
DIRT ROAD
TOP OF WOODEN GROUND ABOVE
WATER LINE
6—
PEDESTRIAN BRIDGE
5 —
TBM a NAIL IN POLE I ' ' ' ,
I,--,� `
4 —
ASSUMED ELEV 5.00' '
PROPOSED
II 2,8"
TOP OF WATER 3" PVC, SDR 21, 200 PSI WATER LINE
3—'
.2.2'(a 9:45AM
2 —
O
JAN/07/97
PROPOSED
1
PROPOSED
I / PROVIDE I EA 3" GATE VALVE
RIP
O _
I EA 4" x 3" TEE, PVC
-RAP
ON CREEK BANKS 0
-I —
1 EA 3" GATE VALVE
2 EA 3" 45' BEND, PVC
4' MIN CA M A AREA 14
-2-
-3—
-
- - - - - BEAUFORT COUNTY WATER
-4—
PROPOSED
DISTRICT IV - BATH TWP.
-5 _
20 LF CREEK CROSSING WITH 6" STEEL CASING, MIN THICKNESS
0,188",
AND 3" PVC, SDR 21, 200 PSI WATER LINE
SCALES: I" ■ 30' HORIZONTAL I" = 5' VERTICAL
6 —
JUNE 05. 1997

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TEL/TV
\\� ROCK
DR
ROCX DRIVE
`12. 6
0.00
�v
1.64
DIRT DRIVE
1.36 J(�
DIRT DRIVE / \
10 ROCK AREA
60' R/W
1"4
\ nEl
9.84
DIRT DRIVE
0 9.60
7.65
IS- CMP DRAIN, f _ G/C
7.68
15' RCP DRAIN, r i G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
CAMA AREA 13
ESTAURINE SHORELINE
2.0 6\ \
T13.88
TV
/3.40
� ROCKKDRIVE
KEAN
78 CABWA DRIVE
PROPOSED O
�-- 2" PVC, SDR 21, 200 PSI WATER UNE
15' MIN FROM CENTERLINE OF ROAD
PROPOSED
I EA 4" . 2" TEE, PVC
2 EA 4" GATE VALVE S BOX
I EA 2" GATE VALVE & BOX
nag
1F 30• E
PROPOSED
4" PVC, SDR 2L 200 PSI WATER LINE
15' MIN FROM CENTERLINE OF ROAD
9.68 /
9.76
. ROCK DRIVv'
O ® 8.08
8.96 156 SHORELINE DRIVE
IF/TV/TEL
30
\ ALLIGATOR
8•B8 oCK DRIVE8.88E SHED GUT
FLOW /
6.72
126 SHORELINE DRIVE
©o
6.26 1
SHED SCALE P + 100'
6.28 J
ROCK DRIVE UNE 5,1997
6.20
TV/TEL
5.00 U/
GRASS DRIVE
PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE
15' MIN FROM CENTERUNE OF ROAD
60' R/W O
14' ROCK AREA
l
3.32
TEL/TV
/O
1

6' TO 9=�
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA