12305_BERTIE COUNTY WATER DISTRICT 3_19940325

�t.T 3 t
�,_A.MA AND DREDGE AND FILL - GENERAL f0` � No 9 a
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 15 NCAC `. �{ . I t„ ),.j
Applicant Name -
-
Phone Number
Address
City
State
-zip l�l
Project Location (Count, State Road, Water Body, etc.)
t
Type of Project Activity �v ISN �.��
�,
;
��'..,�� L s rr.•5 E ; ,, r--c ,
0 , . , e. «,. •.. <; s !� n i
_�U.t�� ..
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CEktLC .1 .Q 1L A
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
SKETCH
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: 11►c:iJ�_ )
iM. b ",'i
applicant's signature
'1\G
U permit officer's signature
issuing date expiration date
attachments 'M i(dvy
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
application fee +t' Do � k 4��

PROPOSED
�iCLASS
160 LF CREEK CROSSING WITH 6"DUCTILE IRON PIPE,
350, BOLTLESS RESTRAINED JOINT
MATT NORA.INC
PROPOSED
WOODS
WOODS
d' PVC WATER LINE
CASHIE RIVER
R/ W.
- -
C. 6
42.5 42.1 41.8 41.9 41.1 .3 38.3 38.6 39.9 40.6 40.1
42.7 46.1
48.1
48.6
40.9
�,A42
PROVIDE /
3 MIN
49.1 W
RIP -RAP
,50.18 50.07 49'
fS0.79 00
49.94 49,
21'
60'
21.1'
PAVE MENT
R/W — —
� R
AN
COMPANY
6,PROPOSED
PVC 21 200 PSI
1VATER LINE
CAMA AREA T
COUNTY WATER DISTRICT Mr
BERTI E COUNTY
SCALE. I = 30' HORIZONTAL
I' = 6' VERTICAL
SEPTE MBER 23, 1993
11
BRIDGE
95 . 49.91 49.9
2'3.2 '
119.2'
PROVIDE RIP -RAP 19-11
ON BANK SLOPES
4'
DECK
—WATER LEVEL
PROVIDE 5' MINIMUM HORIZONTAL
SEPARATION WITH WING WALLS
A. L. MILLER, INC.
R/W
46.9 469 6'"PVC SDR 21 WATER LINE
47.4 475
4T. T
49.18 48.9 48.94
4
NCSR 1225
-- — R/W
GOLDIE DUDLEY
EDGE OF PAVEMENT
GROUND ABOVE W;UER LINE
PRO POSED
6' PVC, SDR 21, 200 PS!
WATER LINE
PROPOSED
160 LF CREEK CROSSING WITH 6"
DUCTILE IRON PIPE, CLASS
350 BOLTLESS RESTRAINED
JOINT
`%

C
TL.9=
I
LOIS PERRY WHITOAK 26.4 31.0' ACIE A ANNI E COLEY
\ SWAMP 1 /
28.81 28.90 2826
218
27.9 2d.9
PROPOSED w
6' PVC WATER LINE --"
R/ W
BRIDGE US 13 a NC 305
29DG 29.II 29.12 29.06 28.97 299 28.74 20.71 29.67
L29.34 TS M 29. 38
IGUARD RAIL GVA\-
6.qAl` 3228.3
27.8
S� MIN.
25.2 50 26.1 W 73
` z+.3 � SMROIe.e ,B.O ' 13.1 Ia2 r3.9 Ill 1SB 163 16.9 e6 PVC WATER LINE
PROVIDE RIP -RAP �CYPRE�S-9OON BANK SLOPES Ie"CYPRESS
Ide. GUM
PROPOSED R/W
PROVIDE 5' MINIMUM HORIZONTAL
WILLIAM COOKE 100 LF CREEK CROSSING, WITH 6SEPARATION WITH WING WALLS TRAVELERS
DUCTILE IRON PIPE, CLASS 350 INSURANCE
BALL JOINT COMPANY
PROPOSED '
6" PVC, SDR 21, 200
PSI WATER LINE
CAMA AREA.
COUNTY WATER DISTRI Ia
BERTIE COUNTY
SCALE: I "= 30'HO R IZO NTAL
I = 6' VERTICAL
SEPTEMBER 15, 1993
TOP OF BRIDGE
DEC K
14.8
11 /WATER LEVEL
° °PROVIDE
L5 RIP- RAP
1
4
GROUND ABOVE
WATER LINE
EDGE OF PAVEMENT
PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
`a 100 LF CREEK CROSSING WITH 6*DUCTILE
IRON PIPE, CLASS 350, BALL JOINT
0

ad
R/W
100F::14.39 14.7
33 M.3
tµ'
50 ,a.s �LINE
PROPOSED6" PVC WATE
R
WILLIAM a JOE CHERRY
(NOT RIPARIAN AT BRIDGE)
JANE P. HECKSTALL 160.2' �1
CASHIE
JANE P. HECKSTALL
RNV
RIVER
38.0'
'
24.0'
'
:3
14`.24
14.30
t
BRI ocE
i14.30
N C S R
1257
2 14.32 1432 14 34 14.32
1
14. 34 14.40 14.40 14.41
14.44 14.44 14.41 14.39
F
1 t
,6 142
13.0
1S
1s
-.
9.t
PgOPOSED
.
e s +
6 PVC WATER LINE
w 7.8
TW , 2. 97
T•6 •
/� W
y69 6.3 6'4
N
4.3 e
ca
3.9 36 56 4.7
9 t47
R/W
1rj' WIDE PERMANENT
Joe
a.1
—
EASEMENT
7' INIMUM
ON BANK SLOPES
7PROVFDE'MINIMUM
10'WIDE TEMPORARY
EASEMENT
PROPO, ED JANE' P. HECKSTALL
I EA 6 22-1/20 BEND, DI Z°
PROPOSED
6" PVC,SDR 21 200
PSI WATER LINE
CAM A AREA Q3
COUNTY WATER DISTR CT.III
BERTIE COUNTY
SCALE: I"= 50' HORIZONTAL
I" = 6' VERTICAL
OCTOBE R. 21, 1993
PROPOSED
220 LF RIVER CROSSING WITH 6" DUCTILE
IRON PIPE, CLASS 350, BOLTLESS RESTRAINED
JOINT
PROPOSED "1\
I EA 6" 22-1/20 \
BEND, DI
� PROVIDE
\"`w\ RIP- RAP
11.3'
TOP OF BRIDGE DECK
WATER LEVEL
JANE P. HECKSTALL
EDGE OF PAVEMENT
GROUND ABOVE
WATER LINE —
WATER LEVEL
PROPOSED
6" PVC, SDR 21 200 PSI
WATER LI N k
PROPOSED
220 LF RIVER CROSSING WITH 6"
DUCTILE IRON PIPE,CLASS 350,
BOLTLESS RESTRAINED JOINT

J. S. STOKES
R/ W
156' WILLIAM R. COWPER =
CASHIE RIVER
! 31�
18.35 ; 1& 54 ; la. 57 . 18. s2 1820
BRIDGE US 13
I «
R/ W
16.r4 16.42 i65a
r672 16.90 17.23
17.49 17.66 IZ95
18.05 1a20
8.34 *18. 58
418.65 18.58 18 3
181 17.92 17.71 IZ61 i7.56 r7.39 22i 1709
16.94 1S79 16.69 16.60 !bs' I 16.4 16.30
15.9 15.8 117
14.6 12 S
w *�5(� 12.0
GUARD RAIL 1 pew @
9.8 p O p d d
Al
d
_
- „
d d
GUARD RAIL 1�7
RIP -RAPPED 10.6
i3 z I 8 157 15.9
15.4 160
PROPOSED
8'9
7.z 77 1 '3
15.1
8 PVC WATER LINE
6.9
nv • 1. 3 1 3 , so
%. 60cuLL7o
POSED
�78
5.2 as
W
VC WATER LINE
R /W
6.0
5.0 MIN.
PROPOSED wODDS
WOODS oos
5.O MIN PROVIDE 5' MINIMUM HORIZONTAL
- --
R/W
THOMPSON &
CO.
�240 LF RIVER CROSSING WITH 8DUCTILE IRON PIPE,
CLASS 350, BALL JOINT
SEPARATION WITH WING WALLS
M. G. WILLIFORD
I
PROPOSED
8• PVC, SDR 21, 200 PSI
WATER LINE
CAMA AREA®
COUNTY WATER DISTRICT
BED TIE COUNTY
SCALE: 1'= 50' HORIZONTAL
11= 6' VERTICAL
SEPTEMBER 15, 1993
BENCHMARK: NCGS VOLTAGE
PROVIDE
RIP- RAP
ON BANK
WATER
LEVEL
17.3
4�
TOP OF BRIDGE
DECK
WATER
LEVEL
GROUND ABOVE
WATER LINE-
PROVIDE
RIP -RAP
ON BANK
EDGE OF PAVEMENT
PROPOSED
8' PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
240 LF RIVER CROSSING WITH 8• DUCTILE
IRON PIPE, CLASS 350, BALL JOINT
°sa

o
AAof �id
id
lb
dvA
RAVER
1.1
I't
I
U6
•
o
•

HARRY L.THOMPSON, 160' —� HARRY L. THOMPSON
R/ W --
30.5
CASHIE RIVER
L=
�00
•11.14 11.0 11. 10 S. 33
60'
BRIDGE
NCSR 1301
or
li. 42 1413 14.70
V2
14.91
14. 81 14.71 14.7
14.13
IL
14.40 14 T;.
139
25
11.02 11.04
11.09 TB M • 11.00
__L_t_
26
14.1
131 30'
w tt.7
12.o
PROVIDE
}}� tt
•29 -�•2 -4A -S3 -8.3 -to .'4 -32
-�
-19 2A
I PROVID
14.3
14.1
142
PROPOSED
w3 ,0.4
RIP -RAPS
10"e�acKauM rw• 4.4
J RIP -RA
13.4
Y1
8 DjUI,2
1 1
2
PROPOSED
R W PSI WATER LINE
es ao as e.o
se
zz 8.1 8.1 8.4
_ —
W
8 PVC, SDR 21,200
W00� S 4
IRONWOOD
�
I
3'
PSI WATER LINE
PROPOSED
WOODS
HARRY L. THOMPSON
180
LF RIVER CROSSING WITH 8• DUCTILE
IRON
HARRY L.
THOMPSON
PIPE, CLASS 350, BALL JOINT
i
PAROP OS E D
8 PVC,SDR 21, 200 PSI
WATER LINE
CAMA AREA O5
COUNTY WATER DISTRICT Mr
BERTIE COUNTY
SCALE: I"= 30' HORIZONTAL
1"= 6' VERTICAL
SEPTEMBER 16,1993
PROVIDE
RIP- RAP
ON BANK
10.6'
TOP OF BRIDGE DECK
GROUND ABOVE
WATER LINE —
WATER LEVEL
PROVIDE
RIP -RAP
ON BANK
EDGE OF PAVEMENT
PROPOSED
8 PVC SOR21, 200PSI
WATER LINE
PROPOSED
180 LF RIVER CROSSING WITH 81' DUCTILE
IRON PIPE, CLASS 350, BALL JOINT
rh