12315_BERTIE COUNTY WATER DISTRICT 3_19940325

CAMA AND DREDGE AND FILL elm No
GENERAL
PERMIT
as aifthorized 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 15 NCAC 1 A ',1_ -°`J
Applicant Name , c,� -,�M:
Phone Number `• l i
Address
City , State �� �-- zip
-,
Project Location (County, State Road, Water Body, etc.) i�`F�,c
Type of Project Activity > )Q, .L. r', \ -e � �. �,� ``a <,i*!.,o.c,u.<U%.,
PROJECT DESCRIPTION I SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
i nls permlr IS SUUJeLL LU LUr11F/Llan U wun uu3 appu auuu, 34w
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: ("k,
M., 11 fi fly �. I,
applicant's signature
_ J �
permit officer's signature
issuing date expiration date
attachments 1\A ' 'i,, V U
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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—EVA B. WARD
r--
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/
F M. DUNSTAN,ILI --!
�
�
ROOUI St CREEK
I \
32.4'
�'
24.6
13.58
f IS36
IS.SI +
I
BRIDGE
_ _
US 13 a US 17
12.9
_
SOUTHBOUND LANE
M• N
14.43 14.41 14.39 14.22
fl .22 I
14.27 TBM
I I{.25t 14.30
14.24 14.12 14.05 14.03 14 00
+
14.50
GUARD RAIL
430
GUARD RAIL
+i12
� /
Tw . 4. 49
� 43.0'
12.2 13 e
+ W
AIP-RA
W
13.5
Pp, OPOSED
6 PVC WATERLINE
12.7 10.a�
} 92
/
PROVIDE
RIP-IRAP
\ PROVIDE
9'3
6-� PROPOSED
79
1 /
6"PVC WATER 75
+4
5'MIN9 7.2 sa
4.1 3.4 3.6 s.r o.9 _r.o
a2 3.0 , Ss5MIN's e
LINE
PROPOSED a
I EA 6 22-I/2 BEND,Df
ot%mo3.0
PROPOSED
140 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
II EA fi PROPOSED22-1/20 BEND, DI
CLASS 350, BOLTLESS RESTRAINED
JOINT
R/W
EVA B. WARD
EVA 8. WARD
�V
EDGE OF PAVEMENT
TOP OF BRIDGE
DECK
PROPOSED
6 PVC,SDR 21, 200
PSI WATER LINE
CAMA AREA
.COUNTY WATER DISTRICT Mr
BERTI E COUNTY
SCALE: 1"=30 HORI ZONTAL
I"= 6' VERTICAL
SEPTEMBER 21, 1993
BENCHMARK = NCGS ROQUIST
918 GROUND ABOVE
WATER LINE —
PROVIDE RIP -RAP
ON BANK
WATER LEVEL
PROPOSED c '', 11 f
ROVIDE RIP -RAP
I EA 6" 22-1/2 +
BEND, DI I ' j ON BANK
PROPOSED
6"PVC, SDR 21, 200 PSI WATER LINE
4, 1 EA 6" 22-1/2013END, DI
140 LF IRONCREEK CROSSING LE
PIPE, CLASS 1350,TH 1BOLT LIE S
RESTRAINED JOINT

MARTHA GILLIAM
B.I,
HEIRS OF HENRY JAMES
R/W
- - R/W
ROQUIST CREEK
-
23.0' 27.0'
30.31 +50. 25 5
so'
BRIDGE
NC S R 1500
49'00
49 a2 49.79 49.76
49L63
49.78 20' 11
50.28 00.00TBM 5a30+
50.00 49.8
49.54 49.59 49.7 49.91 50.17
49.4
49.3 49.2
49.0
48.1
I
t45.35 \
I
1 I ,
49.4 433
49 S
�/
}
I
MIN.474 o ZS 40.6 377 40.9 41.5 428 43.3
49A
4 .S { 9.9
'
qp^_
5MIN
PROPOSED
8"PVC WATER LINE
R/W
PROPOSED
8' PVC WATER LINE
i
HEIRS OF HENRY JAMES R
IS RIPPRAPION BOTH
RISER SIDES
PROVIDE 5' MINIMUM HORIZONTAL
MARY BOND
120 LF ILE
CREEK RSCLASSSING I350,
SEPARATION WITH WING WALLS
IRON PIPE, SALLTJOINT
-�-I
EDGE OF PAVEMENT
17
If/
TOP OF BRIDGE
Ar
PROPOSED
4.7' DECK
8 PVC, SDR 21, 200 PSI
k
C
GROUND ABOVE WATP:R LINE
WATER LINE
WATER LEVEL
PROVIDE RIP -RAP
ON BANK SLOPES
CAMA AREA (7
COUNTY WATER DISTRId`r_r IIL
BERTIE COUNTY
SCALE: 1'= 30' HORIZONTAL
1'= 6' VERTICAL
SEPTEMBER 23, 1993
7.3'
PROPOSED
8"PVC, SDR 21,200 PSI WATER LINE
PROPOSED
120 LF CREEK CROSSI NG WITH 8 ° DUCTI L E
IRON PIPE, CLASS 350, BALL JOINT