17183_BERTIE COUNTY WATER DISTRICT II_19970214

CAMA AND DREDGE AND FILL������'
GENERAL
MAR 1 0 1997t
PERMIT
as authorized by the State of North Carolina .rw.■.------
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC 1W
Applicant Name
Address
City
Project Location (County, State Road, Water Body, etc.)
Phone Number '��`"� • I` "t - `"a
State Zip Q14tY,
Type of Project Activity ,�, -4'�'` e. 1 z w �,4 1\ cEi a O ti ,��_.�, �s ?� q
PROJECT DESCRIPTION I SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other 1AUU of
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: N QWE
_T applicant's signature
permit officer's signature
1y C��al\v�Sl� \Qc� -� \ ti \F� 9 K
issuing date expiration date
attachments nu . \�,UV
In issuing this permit the State of North Carolina certifies that cu
this project is consistent with the North Carolina Coastal application fee
Management
Management Program.

'
- _ARNITA BOND
1109
ARNITA BOND
G• �
CRICKET
SWAMP
h BENCHMARK
NCGS "BER - I i'
l �
ELEVATION = 15.97
60,
24'
16JO i '
i
N. C. 45
- -
---g----_
6.71 16.57 1&44 16M 1632 1624
1615
�
16J7
1632 16.46 1639 16.64 16A5 16,68
I6JS 16.4 I63 15.7
�,
16J -
.. .
36 139 16Z 162
� ,��
�
15Z
r
15.5
14.
14J -
126
9.7�I
113
9.4 5.7 ZJ 1.0 4,7
- -
.0 8.4 89
EA 052P I/2° BEND, QI
- -
PROPOSED
72
g91 BANK
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
120 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE
WATER
CLASS 350, BALL JOINT
ELEVATION
6.83
MAY 5, 1996
THOMAS ODER
9� AM
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE —
PROPOSED
20dx 20'
I EA 10" 22 I/2' BEND, DI
WATER LINE
EASEMENT
WILLIAM HASSELL
r-EDGE OF PAVEMENT
/ NATURAL
GROUND
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
0 _ PROPOSED
I EA 10" 22 1/2' BEND, DI
CAMA AREA OI
COUNTY WATER DISTRICT IL
BERTIE COUNTY
SCALE : 1" = 50' HORIZONTAL
I- = 10' VERTCAU
MAY 20 , 1996
>TCP OF BMSE DECK
PROVIDE
9. s' RIP - RAP ON
DITCH SLOPES
4'MIN
MN.
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
I EA 10" 22 1/2' BEND, DI
PROPOSED
120 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
1- 90-3048- 8029

WEYERHAEUSER COMPANY
v
' JAMES MILLER
5A�WOK c A
PROPOSED "Po PROP05ED
4' PVC, SDR 21, 200 PSI WATER LINE Q' 4` PVC, SDR 21, 200 PSI WATER LINE
R/W
R/W
70'—,-�
60, R/
23'
LA 71
NCSR 1361 (JEFF WHITE R AD)
t5.83
4.77 15.78
15.41 15.54 15.67 15.81 15.82 15.79
15.76 13.79 15,79 15.79
15.80' 15.81 1591 16.13 16.49 1693
015.76
15.2
15,78 15.75
15.1 15 2 5
69 5.4 6 8 8.7 13.4
5
15,3 15.0 15.7 162
151 152
_ 152 13,5 122
11.8 8'5 12.3
14
R/W
- -
BENCHMARK
NCGS "BER-16"
R/W
PROPOSED
I EA 6" x 4" REDUCER, DI
ELEVATION = 16.40'
1 EA 6" 22 I/2' BEND DI
WATER ELEVATION
9.43
1025 AM
PROPOSED MAY 8,1996
6" PVC, SDR 21. 200 PSI WATER LINE EVA JONES
PROPOSED
I EA 6" x 4" REDUCER, DI
I EA 6" 22 V2' BEND, DI
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
THOMAS ODER 120 LF CREEK CROSSING WITH 6" DUCTLE IRON PIPE
CLASS 350, BALL JOINT
PROPOSED
PROPOSED 4" PVC, SDR 21, 200 PSI WATER LINE
4" PVC, SDR 21. 200 PSI WATER LINE 1-1
20 —
EDGE OF PAVEMENT
N
TOP of esE DECK PROVIDE
r
1pN ;�/ NATURAL GROUW 4• RIP - RAP ONE/ 3' MR1
DITCH SLOPES
PROPOSED
G" X 4` REDUCER, DI
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE'
PROPOSED
6" 22 1/2' BEND, DI —
CAMA AREA ( 2
COUNTY WATER DISTRICTII
SERT1E COUNTY
SCALE: I"= 40' H ORIZONTAL
("- 10' VERTICAL
MAY 20 , 1996
PROPOSED
6" X 4" REDUCER, DI
PROPOSED
4' 6" 22 1/2' BEND, DI
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
120 LF CREEK CROSSING WITH 6" DUCTLE IRON PI!
CLASS 350, BALL JOINT
1- 90-3048-8029

. ' I
i
i
Z
i 0
WILLIS BASS
MARTHA GILLAM
SALMON ' 2 DA 0 HERS
CREEK
too' R/W
- - - I 1425 -_I - -
J BENCHMARK
NCGS "MON"
ELEVATION = 23.03
28 5 30,
25 993 9.85 2 5
--- t U.S. 17_-.- 1 990 993
f9.62 9.67 9,72 9.79 992 994 9.52 942 992 9 93 993 993 991 9�4 996 997 10.00 IO IJ 1028 1029
8.7 S I� -273 -10.63 -9.73 -0.69 1.4 5 10.0
9.6
82 72 33 24 1.8 1 _OM -7.83 -1093 -4M IZT 2.3 4.0 5b 8.6 8.7
28 5.6
PROPOSED
WATER ELEVATION 6" PVC, SDR 21, 200 PSI WATER LINE
THOMPSON AND COMPANY 0.70
I�l5PM
MAY 8,1996
MARTMARTEA GILLIAM
PROPOSED PROPOSED AND OTHERS
6" PVC, SDR 21, 200 PSI WATER LINE 160 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
EDGE OF PAVEMENT—,
v�
0 �MIN '
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
-10
1 TOP OF BRIDGE DECK
PROVIDE
NATURAL GROUND 9� RIP - RAP ON
DITCH SLOPES
CAMA AREA O
COUNTY WATER DISTRICT iC
BERTIE COUNTY
SCALE: 1 �= 40' HORIZONTAL
1�= 10' V ERTI CAL
MAY 20 , 1996
PROPOSED 1
6" PVC, SDR 21, 200 PSI WATER LINE
4' PROPOSED
160 LF CREEK CROSSING WITH 6" DUCTILE IRON PIP`
CLASS 350, BALL JOINT
1 0- 1-1n 0-1>n