13411_BERTIE COUNTY WATER DISTRICT 1_19940922

I - •
J '
CAMA AND DREDGE AND F
GENERAL 13411- Qs
PERMIT y
as authorized by the State of North Carolina _- ---- ^�
Department of Environment, Health, and Na-tural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC �)A • \�.01
Applicant,(<Name �'� `� ` `�' `�� �►. � , �' Z)444�v -L Phone Number 0MI- 15LA ' 'i
Address t'C)_ -Sst'o.
City State `�-� zip�� `Lz
Project Location (Count , State.,Road, Water Body, etc.) V-1 C. CIO• \Vor-,o V % �rt3CC-1-1c,-
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... �. tom' , .. :�`v� .T`1 :"s•.,�4'9
Type of Project Activity L s
^l -
c,�� . . �, ` `, 1 � cc .fi3
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PROJECT DESCRIPTION
Pier (dock) length
SKETCH
(SCALE:
NQN
i
)
I
Groin length
number
Bulkhead length
�
1
max. distance offshore�(�
Basin, channel dimensions _
I
I I t
cubic yards
Boat ramp dimensionsI
i
Other v , \rleJr
I
I I
--i
�IL4
I
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. y
G�� r \.� 7
\
This permit must be on the project site and accessible to the �>9' permit officer's signature
��+-
permit officer when the project is inspected for compliance. 'ZI 5etr' urNI 01, Z5414 '
The applicant certifies by signing this permit that 1) this pro- -1"i }Sc_ `t \ }
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 00 this project is consistent with the North Carolina Coastal application fee -lik 150 a ?k 'A
55
Management Program.

i -
t.
It
W. R. HARMON HEIRS C. S. HOLLOMAN
BE
NCHMARK
AZALEA
7AL RTw "I I NCGS E4
R, ELEV. = 4I. 19
RiW
OUIOCCOSION
SWAMP
r ze.6• t)
i S2J6
TO WINDSOR
3TA0 s3z6
- J
_ CL U S 1 3 —
— .—
BRIDGE
TO AHOSKIE
`'
31,N 3l48 37,56
37.0
N
3T 32
�3l40
5'MINIMUM
3T. 21
37.29 3].32 S1.41
� —W 36.3 36,2
36.1
36.8 36.6 36.2
I.,29.0 2!e
31.1
33.I 35.e
36.I
W
3I,, 3— 36.6 3l.0
33.6/ 1.7 26.7 S,G
R/W
ED
PROPOSED RiW
PROPOSED
6 PVC
6 PVC WATER LINE
I 120 LF CREEK CROSSING
IFS-6"DUCTILE IRON PIPE,
WITH II
CLASS
6'• PVC WATER LINE
PROVIDE 5' MINIMUM HORIZONTAL
350, BALL JOINT,
I I
SEPARATION WITH WING WALLS
ELE INC,
,
JIMMY L. WILLIAMS
EDGE OF PAVEMENT
NI Will TOP OF BRIDGE DECK
PROPOSED
6 PVC, SOR 21, 200 FSI j ` ORWND ♦BOVE WATER UNE
WATER LINE \\
i
WATER
LEVEL
3 r PROPOSED
6 PVC , 5DR 21, 200 PSI
WATER LINE JOINT
PROVIDE
C AM A AREA al RIP RAP ON BANK SLOPES
COUNTY WATER DISTRICT I
BERTIE COUNTY j11\
SCALE: I"= 50`HORIZONTAL vaoPoseD
I = S• VERTICAL 12OLF CREEK CROSSING WITH 6"OUCTILE
DECEMBER 10 , 1993 4.0' IRON PIPE, CLASS 350, BALL JOINT.

ROGER LEE GARRETT 60' 111 44.e�
KAYE W. LOWE
RT W
_ R/w
20.4PAVEMENT yv / 27. 4' BENCHMARK
_ Top Of Rail
Northeast Corner
9 J.90 �42 BB 47.86 ASS
50.00
TO POWELLSVILLE
BRIDGE
�• N.C. 42 70 COLERAIN-
4r
a]. Be 47.92 - 47.89
47.84 '= 47.73 { 47.82 47.80 47.89
T�..y�y7,2 16.9 17.93 49.04 98.14
T W 46.9 46.8 BM
a6.3 a8.4
38.3 qa,8 41.9 93.6 44.6 06.1 46.3 4T.2 W 4T.3 4T.7 1].8
•- 93.9 12.9 40.397. 90.9 L432 PROPOSED
R/w -- -_ 8•'PVC WATER LINE
PROPOSED
B PVC WATER LINE
40,6 C 1 MINIMUM PROV)DE
i 5' M1 NlMUM HORIZONTAL
5' R/w
SEPARATION WITH WING WALLS U
PROPOSED
VELMA PERRY 120 LF CREEK CROSSING WITH B" T. E. BROWN AND LLEWUELLYN BOWDEN
DUCTILE IRON PIPE , CLASS 350
BALL JOINT,
EDGE OF PAVEMENT
ILL TOP OF BRIDGE DECK
11v I
T. 4' \\\\ WRODNO ABOVE
\ 4TER LINE
PR_OPOS EO rnrER
8 PVC, SDR 21 ,. 200 P51 i LEVEL PROPOSED
WATER LINE.
e BPVC, SDR 21 , 200 PSI WATER LINE
PROVIDE RIP -RAP
CAMA AREA 2 /2.1 ON BANK SLOPE
COUNTY WATER DISTRICT I
BERTI E COUNTY PROPOSED
4.0' 120 LF CREEK CROSSING VATH 8 DUCTILE IRON PIPE,
SCALE: I 30'HORIZONTAL CLASS 350, BALL JOINT.
1>; 5' VERTICAL
DECEMBER 10, 1993

SHIRLEY H. MILLER
R/W
21,Te
I L7-
.- r NCSR 1328—
as.ee aTsz
41.0 aa, e
aa. a
W aa'I a4.0 aa.z
PROPOSED
4'PVC WATER LINE
W. L. SIMONS HEIRS
AGNES R. AND JOHN D. SIMONS, ETAL
R/W
1CHINKAPIN SWAMP// BENCHMARK
11.6l
TOP Ot I -BEAM
+47.90 Norl heoll C""'
Assume,, SO.00
BRIDGE
4z T!
H,1}a3.6 41.6! al.0
al.T TW41.67
5'MINIMUM
�PROPO EO
100 L F CREEK CROSSING WITH 4
DUCTILE IRON PIPE, CLASS 350,
RESTRAINED JOINT.
441 aa,! aa.!
45��W
P jOPOSED
— — , 4 PVC WATER LINE
R/W
PROVIDE
5' MINIMUM HORIZONTAL SEPARATION
WITH WING WALLS
GROVER WATFORD, SR,
EDGE OF PdVEMENT
iOP OF eRlOGE DECK
6.I GROUND dePVE WATER LINE
4 PVC, SOR 21, 200 PSI � �\\�
WATER LINE- � WATER LEVEL � ////
r j� `PROVIDE RP —RAP ON
„ BANK SLOPES
PROPOSED
4 PVC , SIR 21. 200 PSI WATER LINE
CAMA AREA (
COUNTY WATER DISTRICT 2
BERT)E COUNTY a.o
SCALE: I = 30' HORIZONTAL PROPOSED
1 = 5' VERTICAL 100 LF CREEK CROSSING WITH 4-DUCTILE
DECEMBER 10 , 1993 IRON PIPE, CLASS 350, RESTRAINED
JOINT

60'R/W
EVA T. HOLLOMAN
R/W
48.78 49.O5
48.4
�4=.G
W� 4�
PROPOSED
6' PVC WATER LINE -
W..E. DAVIDSON, JR.
LEE OUTLAW WYNNS
-- R/W
CHINKAPIN SWAMP
99.96 49.99
30.02 t
BRIDGE
9. 26
-�----�ry
49
`L $BM NCSR 1002
eo.00--
ay.s3
_
If
.9 0
46.
44.6
9.3
I7
43.6 /33).8
I 49,3
as. )o es. ee
49.J 99.6 µ,
37.6 143.1
44.00 4-43.7
39.2 43.8 45Z (b'9 19.2
19.9
-_ M]
IL43.7
98.5 49.0
5 ' MINIMUM
R/ W
PROPOSED
I80 IF CREEK CROSSING WITH
6" DUCTILE IRON
PROVIDE S'..INX.
HORIZONTAL SEPAR4T10N
WITH WING WALLS
PROPOSED
6PVC WATER LINE
PIPE , CLASS 350, BALL JOINT.
LEE
OUTLAW WYN
0.7'
l� Wp TER
LEVEL
PROPOSED
6..PVC, _'OR2f, 200 PSf PROVIDE _,�,♦
WATER LINE RIP-RAPON
84NK SLOPES
NSS ,III
Ea�OGEOFAVEMENT
11.6P OF 6E OECK \tU
GRGUNO 460.E
WATER LINE
WATER
LEVEL
PROPOSED
6 PVC.$DR 21, 200 PSI WATER LINE
CA M A AREA ® "�
4.0' PROPOSED COUNTY WATER DISTRICT I 40180 LF CREEK CROSSING WITH 6••DUCTILE BERTIE COUNTY IRON PIPE, CLASS 350, BALL JOINT.
SCALE: I " = 3d HORIZONTAL
I" = 5' VERTICAL
DECEMBER 10 , 1993