19078_BERTIE CO CO WATER DISTRICT IV_19980806

1
I
CAMA AND DREDGE AND FILL
GENERAL AUG 21 1998 N,. 01,9078 _ c�s
PERMIT el-M
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 15A NCAC
t \\
Applicant Name fie: �� ��� > ,ti k���c.'r.� .�l�.s,,.. Phone Number
Address
City �� ' mot' State Zip
Project Location (County, State Road, Water Body, etc.) "' `Z t t c �� �� � A
Q � .:.fit ��: —'' \ � c� '' � < .n � �, !. G id-• e � \„�i- G.� `':� � � .�� J � G ,•., i'.� f r • \+.. •� i c. \ �: >t/'.
Type of ProjectActivi.Y-s= �� �, ,_ �,�a.�� �,:� �r.,r !. ��— t, ��:i c F �� J
PROJECT DESCRIPTION SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other ay.? •*-�
1� 7�L \ 5
(SCALE: "QNL
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 applicant's signature
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.
re
issuing date expiration date
attachments ­)% • 1(ZOQ
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee
Management Program.

•� `�
_ o
'
�O 10o
�G n
,fF
i V
003
S
1214
J
r
r`
I _ tii
!
I21] .J
AULANDER ,.�,�::
r0v.1,11
^ '` O
12,t1 u
133�� rowEL!`.7UE
POP.
1707
Ix49
' iR
t
370 4
/
1213
—]o RQ1 souARE Toe f�J
.•
'
1249 1207
;
�95
"—��
Po
BEAVERDAM
7
ROXOBfl 1231
/ ^
�� ro 27e
(
\ l>'
7
ry/
t
B l29 r 232
7
j
1177
J
Toe
a
POCOSTN
s °
rl a0 } .0
,d f
••3 .�
BeaueMam S
:;
MP
f2a1
I
124e c5l,
170e
Co riho
e. .`b
Fle><lena
I'1 .]
.V
e..
�
Sr:
\
r 54 1204
.� ,1
e� io
1 000
1200 •I
—
\
L71S ,
•.:�
1
1209 c I210 .d
1220
1.9
1.3
2 1
1311
9
O 6 '�I,
.+
IZ47
v L P^bY
Cr-7
113,
va .� 1202
.J
1203
Iao' Rhodes
..
1222
J
i.
^� J
122e
P JJ Grove a. 1313
sy+om
Eason
1134
-~
i200
Burdeno-
12]9
1216
'
1219- '7
'
1175
]. d
1
i. I2 6
f ]1
D • r
--
5 l 1221
0
.6
Holl v
22e Y Gro e
I sat_ a
1'
�
.1 Le
1223
-- r
!O Ch.
W
1701
�
!7 1n
1219
y
I2 OO I2I3 6 .J
CLU
1223
.•.•
A\ - _`�L
�!
!a
.5 d.�
1221
PELL AT F.I.
t
E.
n�4 r 7oe
1�
M
a 4°r%
POCOSTN
I
d-
o
300 I2I4
Buena Vilfa / 0
LEWISiON WOODVRIE ``
�: Ino
12 11 �.
Ixx]
E6C zl,
1221
7.1
f
'.:::
1
ror. 671
1.1
l
`3'
CASKEWVILLE ..
E POP. 227
" '.q.�l]0!
12�A 1253
' 1221
h 1176
VVVC���
I RIVER y
eie
`�`•
°
0 117e ]d ,OAN1171
\h
MC Oliva ,4+
OL
7
Lp ��
L1
.J 122s
1,r r 3
I33� 4
-- 6
1119 '
1113
Epp
'y
I747
Republkon
1.2 1217
Cq
sH�e<` 13
C
r
�O.E ��
1117
Parfter
7J Sdt
1247
ti
12/l
--
1319
225
1126
e
A
pQ
9
�¢ 308 1149 !J
1112
J. 6 w
<
,
1127
1 8`
Q
o
13
1P
I2V
=Y.J
1]01
�
;
a
ills
'
17]d
o
Drew
4 a
bC
1.6
Cahobo
�l
II]d
\E
4
'f
J
t0 1303
�dj9
�
•?
1257
1223
of � 7,J
Bv11en
. _ \
122
ti'
1 12
1114 i J4a a
`
zn
R
LLB
_
]oe J
d u
1loa
R
1126
1

j�J1� Le `( r 440:
'99e CASHIE RIVER
' PROPOSED
160 LF CREEK CROSSING WITH 6" DIP,
CLASS 350, BALL JOINT
PROPOSED PROPOSED
" PVC, SDR 21, 200 PSI 6" PVC, SDR 21, 200 PSI
WATER LINE WOODS 'MOODS WATER LINE
R/W 93.09a 97-7 91.6 91J 902 88.3 B&O "J 88.7 90.0 90 90J 899 93.1 R/W --
97.8
98.8 W7962 0 4.T 94.0 94.7 93.4 95.1
9B S o 96.4
10025 100.15 100.03 99.49
100.04 0. 100.0 99.79 99M 99J7
10.4' NCSR 1225 REPUBLICAN RD. 10.9'
119S TO REPUBLICAN
9996 "95 100.
2C.S'
R/W
60'
J�
Fo IZ GS i
EDGE OF PAVEMEN77
100
r
3' MIN.
i
v
i
90
PROPOSED
6' PVC, SOR 21, 200 PSI
WATER LINE
so
/ CASHIE RIVER
TOP OF BRIDGE DECK
IATURAL GROUND PROVIDE /�_/// 3' MIN.
9. 0' RIP -RAP ON
DITCH SLOPES�
3. 0'
PROPOSED
4' MIN. " PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
160 LF CREEK CROSSING WITH 6" DIP,
CLASS 350, BALL JOINT
CAMA AREA 1O
COUNTY WATER DISTRICT IV
BERTIE COUNTY
HORIZONTAL SCALE. r = 40' VERTICAL SCALE. r = 10'
JUNE 22, 1998

100
3' MIN.
90
EDGE OF
`-TOP OF BRIDGE DECK
NATURAL GROUND
9.01 PROVIDE RIP -RAP ON
DITCH SLOPES _ /_ //f=
0
PROPOSED 4' MIN.
8- PVC, SOR 2L 200 PSI
WATER LINE
//L// ///_,,,
3' MIN.
Jam_
PROPOSED
8- PVC. SOR 2L 200 PSI
WATER UNE
80 PROPOSED
60 LF CREEK CROSSING WITH 8' DIP,
CLASS 350, BALL JOINT
CAMA AREA 20
COUNTY WATER DISTRICT IV
BERTIE COUNTY
HORIZONTAL SCALE: I" = 40' VERTICAL SCALE: r = 10'
JUNE 22.1998

BEASLEY FARMS, INC. HARRELL '
26.T _
R/w /'-
-- \.Sj\\y�-i
\00Q6
99.54 99h8 99
_ IC' NCSR_I 35 _ \0044 +q94
— —-it7 100.44 *gg} /
99.01 99.11 9926 9934 99.51 99.76 99.6 9996 CENTER,0C OVE RD .06 100.01 10026 /
r- 5.0" 991 A�.N
9aSae ea7 7 5.0' 9a7
99J 99.3 aw 0 96.6 95.8 95.1 _
993 99,3 I.6 92.7 ggs 90 .87.0 BT.6 PROPOSED
_T— 6" PVC, SOR 21, 200 P`_
WATER LINE
PROPOSED
6- PVC, SDR 21. 200 PSI PROPOSED
WATER LINE STONEY 120 LF CREEK CROSSING WITH 6" DIP,
CREEK CLASS 350. BALL JOINT
THOMAS HEIRS
HARRELL
••
90
Bo
EDGE OF PAVEMENT
3' MIN.
PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
NATURAL GROUND
PROVIDE 9. 0'
RIP -RAP ON
DITCH SLOPES
T,. 4. 9' a�
4' MI
TOP OF BRIDGE DEC �/_/�
3' MIN.
PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
120 LF CREEK CROSSING WITH 6" DIP,
CLASS 350, BALL JOINT
CAMA AREA O
COUNTY WATER DISTRICT IV
BERTIE COUNTY
HORIZONTAL SCALE r = 40' VERTICAL SCALE: I" = 10'
- JUNE 22. 1998