18088_BEAUFORT COUNTY WATER DISTRICT IV - BATH TWP._19970825

CAMA AN" D DREDGE AND FILL
GENERAL
l ` 018088 -.?
PERM 1 T
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal. F esources Commission
in an area of environmental concern pursuant to 15A NCAC .�
Applicant Name Phone Number
Address 'p �` t �.
City ,4- - State Zip �ttid`��//•
Project Location (County, State Road, Water Body, etc.) ,
Tyne cif Project Activity AT
PROJECT DESCRIPTION SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
,5-,- p(I.,-
(SCALE:! )
<Jr-- � lo -17 kti-rt 4P& A If Ff
1
I III PCIIIIIL J,UUJ"L w 1,U111p iaiwc w , ' ,u al'F I�a14.�v��, I'll
n
drawing and attached general and specific conditions. Any;
violation of these terms may subject the permittee to a fine,
applicant's signature
imprisonment or civil action; and may cause the permit to be
—77
come null and void.
This permit must be on the project site and accessible to the
permit officer's signature
permit officer when the project is inspected for compliance.
1)
�.
/�'� �'
�' ;?
pp
/O
The applicant certifies by signing this permit that this pro-
ject is consistent with the local land use plan and all local
issuing date
expiration date
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
)
objections to the proposed work.
attachments
'
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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PUNGO.SWAMP
RUBY KEECH WATERS
WIDE
R/W
II
R/W
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1�
FLOW
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SED
PROPOSED
PROPOSED
LG"
, SDR 21. 200 PSI
140 LF CREEK CROSSING WITH
PVC• SDR 21. 200 PSI
LINE
6" DI PIPE. CLASS 350WATER
LINE
E VALVE
BALL JOINT
6" GATE VALVE
RUBY KEECH WATERS
RUBY KEECH WATERS
10 -
EDGE OF PAVEMENT
9 -
111 u =111 III -
TOP OF BRIDGE DECK
1n1
nr
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PROPOSED
1/_ _tl =
6
_ 6" PVC, SDR 21. 200 PSI I-
TOP OF WATER
71
I�
WATER LINE �I�
■ 2,36' * 12:46 PM 11-
=
GROUND ABOVE WATER LINE
5 -
PROVIDE
�r
JANUARY 2. 1997
4
RIP - RAP
IU=�
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ON CREEK
pti o
111
2
SLOPES
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6.2.
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PROPOSED
-I
21. 200 PSI
-2
CAMA AREA 19
11/
7/r=�/_
�(1
WATER LINE
-3 -
-�I'-
140 LF CREEK CROSSING WITH,
-4
_
-/��-
^
6" DI PIPE. CLASS 350
-5. -
BEAUFORT COUNTY WATER
BALL JOINT
-6
4' MIN
DISTRICT IV - BATH TWP.
-7
SCALES: I" ■ 30' HORIZONTAL. I" x 6' VERTICAL
TEM
. TOP OF SE CONCRETE WHEEL GUARD
-8
JUNE 5, 1997
O
ASSUMED ELEV.. 10.00'

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TRENCH Ig" 36"
TO
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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1.60 z.6F1
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4.28 T
2 a 67.40
.f- 0.00
ROAD
7 ROCK
ROCK 0.20
DRIVE If
2.2i 1.24 SHE0.T2 20'(
DIRT DRIVE TV W6 Doi
3.20 er TEL
zr TV/TEL jr TR
4.56 30' R/w ROCK d3
DIRT DRIVE `
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4.56 3.76 T
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9S
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FDIRT DRIVE
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GATE DIRT DRIVE
4.40
DIRT DRIVE
4.76
3-84
BOAT CANAL.
1.96 F- [] I
SHED 0.80
2.28 GARAGE
3-Oo 63.84
SHED SHED
® ❑
PROPOSED
2" PVC, SDR 2L 200 PSI WATER LINE
10' MIN FROM CENTERLINE OF ROAD
3
m
6656 GARAGE
--h���
���`---A---G-\\-
F 1.36
ROCK DRIVE
El
a
61.04
6620 TV
RT 2.1630
PROPOSED
2" PVC, SDR 21. 200 PSI WATER LINE
10' MIN FROM CENTERLINE OF ROAD
69.56 70.00
DIRT DIRT
IZ" GRASS DRIVE 69DRIVE
pp
W P.
{
67.51
ASPHALTENDS
67
67.40
SIGN -STATE
►tA.INTENANCE ENDS
R/wl
� I
0.20
r5- RCP DRAIN r: G/C
IPPROVIDE
-RAP/GRAVEL FILTER
CHECK DAMS
t5.60
�( ROAD
0.00
5-mAIL BOXES
1600
1610
1620
20
N/A
PROPOSED
I EA 4" x 2" TEE. PVC
2 EA 4" GATE VALVE 8 BOX
I EA 2" GATE VALVE 6 BOX
CAMA AREA 6O
ESTAURINE SHORELINE
FLOW
�- 63.26 SCALE I" = 100'
6 Cup r: G/C JUNE 5, 1997
PROVIDE
7IFRIP-RAP/GRAVEL
FILTER
CHECK DAMS
PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
t NCSR 1717 HOFF ROAD
20'ASPHALT
R/w I I I I -w 60 R/w
MATCH LINE
60.00

6, TO
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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�- HEIRS OF
NATHAN SLADE SEGES GUT
Rfw ..
MIT
JOHNNIE B. BRINN---,,,
JACK CREEK MARIE K. BRINN
R/W
PROPOSED -� 1
4 �-
PROPOSED 17.6
6" PVC, SDR 21, 6" PVC, SDR 21.
200 PSI WATER LINE + 593 595 + 200 PSI WATER LINE
60' 75.4' .
WIDE TO SIDNEY % ROADS t
Rom+' -
BRIDGE
5 81 5 6 5.f5 5 5.73 5 6 1 6.01 6.01 6.00 6.00 6.02 6.00 6.01 6.00 99 5 6 5. 5. 5.42 5.06 4AO 4.52
+ + . + + +
16.6' + 5.95 19�1�
16 4' 4.4 4.7 4A 4J
5.2 5.I W 49 4.7 4A + -} - W+ 4.6 4D 21.6 2JS +
4.7 • + 4.0 3J 0.0 _u -A 6 -9.0 -7.0 -7-3 21
+
�'
MARSH
PJW --F= PROPOSED
MARS7//'
140 LF CREEK CROSSING WITH
6" DI PIPE CLASS 350.
BALL JOINT
- HOYT MOORE
JACK CREEK
10 - PROPOSED
8 - 6" PVC, SDR 21.
200 PSI WATER UNE
TOP OF BRIDGE DECK
PROVIDE
RIP - RAP -
ON CREEK SLOPES
CAMA AREA 5
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP,
SCALES: I" - 30' HORIZONTAL I" - 10' VERTICAL
JUNE 5, 1997
1O.r
%,../r.
4' MIN
TOP OF WATER
v1.64'R13-00
DEC/17/96
EDGE OF PAVEMENT
"--GROUND ABOVE
WATER LINE
aiw
THE SELBY CO. -�-
PROPOSED
6" PVC, SDR 21,
200 PSI WATER LINE
PROPOSED
140 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
SM - 8 165
ELEV = 5.88'

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8 —
6-
4—
PROPOSED
—
12" PVC, SDR 21, 200 PSI WATER UNE
2 —
O —
-2 —
-4 _
CAMA AREA 4
-6 -
-
BEAUFORT COUNTY WATER
-e
DISTRICT IV - BATH TWP,
_-
SCALES: I" = 30' HORIZONTAL I" - 6' VERTICAL
-10 —
JUNE 5, 1997
LIMIT
EDGE OF ASPHALT ROAD
TOP OF BRIDGE DECK
WETLAND TOP OF WATER
VEGETATION 69, = 1.63' a 1:15 PM � � GROUND ABOVE WATER LINE
DEC/20/96
�� ►t WETLAND
VEGETATION
k:z — 0
6.r PROPOSED
12" PVC, SDR 21. 200 PSI WATER LINE
PROPOSED
120 LF CREEK CROSSING WITH 12" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
4' MIN
1 TBM = CAP ON SW BRIDGE WALL
ASSUMED ELEV = 7.40'

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JIMMY D. BRINN
JOHNNY B. BRINN, JR
PROPOSED
12" PVC, SDR 21. 1e6
200 PSI WATER LINE
60 &65 3.72
W DE 173
an
32
3.3 + W =_-
PROPOSED
12" GATE VALVE
a/W
6 —
4 —
2 —
0 —
-2 —
-4 —
-6 =
-e -
JEAN S. WOOLARD
PROPOSED
12" PAC, SDR 21, 200 PSI WATER LINE
CAMA AREA 2
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL I" ■ 5' VERTICAL
JUNE 5, 1997
NORTH
CREEK
1r
29zFLOW
I
517 5.16 '
36.7'
HARRIET R. ROSS
BRIDGE I q,- NCSR 1-7
3.76 3.80 3,82 c 396 3.81 3M 3.48 3J8
♦ 3,76 3.80
20.7' ' +
1 22.0' 1.8 19
1- 27' '
LD L8 0.0��1 -21 _ti -u 2 �20
5' MIN
5' MIN
PROPOSED
100 LF CREEK CROSSING WITH
12" DI PIPE, CLASS 350
BALL JOINT
�— EDGE OF ASPHALT
GROUND ABOVE WATER LINE
PROVIDE
RIP - RAP
ON BANK SLOPES
TOP OF WATER
= 1.76' 6i) 10:38
TOP OF BRIDGE DECK
PROPOSED �W
—12" PVC, SDR 21,
200 PSI WATER LINE
320
322 �
Ly 19 �O 326
W z6
PROPOSED
12" GATE VALVE
A. JORDAN CLAYTON
l�
/ PROPOSED
[-- 12" PVC, SDR 21, 200 PSI WATER LINE
4' MIN PROPOSED
100 LF CREEK CROSSING WITH 12" DUCTILE IRON -PIPE t
CLASS 350, HALL JOINT
BM = D-165
ELEV e 7.78'