26044_BEAUFORT CO WATER DISTRICT_20000912

or
CAMA and DREDGE AND FILL Your project is subject to the
Tar/Pamlico River Basin Buffer
G E N E R A L Rules due to its location within
P E R M I T Tar/Pamlico Basin. Please cont,
Deborah Sawyer at (252) 9464
as authorized by the State of North Carolh.a
Department of Environment and Natural Resources and the Coastal Resou
in an area of environmental concern pursuant to 15 NCAC
Applicant Name
Address
Citv
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
PROJECT DESCRIPTION SKETCH \
Pier (dock) Length
Groin Length
number
Bulkhead Length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
Phone Number.
State zip
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 become null and void.
This permit must be on the project site and accessible to the permit of-
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project 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.
In issuing this permit the State of North Carolina certifies that this project
is consistent with the North Carolina Coastal Management Program.
issuing date
l:
gI.SEP2f200
r.nASTAL MANAGEMENT
(SCALE: _, )
applicant's signature
permit officer's signature
expiration date
attachments
application fee

15' CMP I 15" CMP
W ILLIAM T. BOOTH TOP of PIPE 40 93 az 1 TOP OF PIPE (E) . 9420
88J TOP OF PIPE (W) - 93.95 WILLIAM T. BOOTH
88A 94.0 94.4 60. R/W
95,0 693 9 .3
R/W 997 l 100.1
99.9 101.1 R/ W
100.0 7' MIN i00.46 100.08 101.7
I002 100.J
1023
. BM . ASSUMED 100.00' .09 IOI.40 101.67 103.1�
1020E 1028
100.37 100.32 10021 i00'09 99.96 9996 100.12 9963 100.14 101
10254
103.01
52' C3►� OQ 10324
99.00 98.74
1 r
33'
r FE
YAN
R/WJAMES HENRY RICHARD EK HATTIE GIBBS EBRON ~� R/W
HORIZONTAL SCALE: I" - 30'
VERTICAL SCALE: 1" 6'
EDGE OF PAVEMENT
=-
///� RIDGE DECK 1`� 11 I OOy
15" RCP 95 --1
15" RCP-----4'��� TOP OF '
- III WATER - 69.6'
�:, ►� 7-27-00
90-4
lz
6' MIN
.PROPOSED
430 LF CREEK CROSSING WITH 8" HDPE. IPS, SDR 9.200 PSI INSTALLED BY
HORIZONTAL DIRECTIONAL DRILUNG AND 6" DIP. CLASS 350, MJ
WITH GRIP RINGS INSTALLED BY OPEN CUT
95 -i
CAMA AREA (
BEAUFORT COUNTY WATER DISTRICT
60 i I - WASHINGTON TOWNSHIP
JULY 31, 2000

HARRY S. TUBAUGH
R/w
-��
1002 99A 99.8
9.6
93.3 90.1
860 2 929
HARRY S. TUBAUGH
9eJ
f !
99.5 100.6 101.1
98.0 97.7 97J
98.4 T m N
84.0 T MIN
9 •0 962 99.0 99.6
\
t01J30
10098
�
101.68
100.87
99.6
10129 r�
100.59
100.30
100.52 10032
`. � 100.04
99.BI
99.61 99.47
99.50
100.19
99.77 NC SR 1518 - -�--
9M ASSUMED 100.00
47'
MW
RUNYAN
2r
CREEK
BQBBIE C. KLING,
BRIDGE DECK
460 LF CREEK CROSSING WITH 8- HDPE, IPS. SDR 9.200 PSI INSTALLED
HORIZONTAL DIRECTIONAL DRILLING AND 6' DIP. CLASS 350. MJ
WITH GRIP RINGS INSTALLED BY OPEN CUT
I
JACK RODMAN BALL
HORIZONTAL SCALE: r s 30'
VERTICAL SCALE: r - 10'
EDGE OF PAVEMENT
TOP OF
WATER = 85.9'
2:30 PM
7-20-2000
13.6' i`/.
103 i
,�I III 11Ivi 11j11fr.11I100
I11� III
90
W
I. '
6' MIN 80
75 -. CAMA AREA
BEAUFORT COUNTY WATER DISTRIC
I- WASHINGTON TOWNSHIP
JULY 31. 2000

HILDAR HARDISON
100.0
100.1
001 100.1
I00
�• 1IM� ICOO.W
100.76
100 94
9T � -
9T r bw
100 6y 100.76 100.91
2V A8PYIALT ROAD
jvW EDGAR MITCHELL JACKSON
HORIZONTAL SCALE I" = 30'
VERTICAL SCALE: r a 10'
c r
r MIN♦II\ fNrmvij. Jim%,
6 T9.6 60z
7 1!1
%.4 96.6 9e.9
99 3
11
99.6 100.0
'
100.4 100.3
Aug��.Oa
IOO 66 10090 100.40
-
NCSR
100.71
1516-----
57.6
9694
RUNYAN
CREEK
PARVIN FARMS, INC.
�. R,W
I
EDGE OF PAVEMENT 100-1
BRIDGE DECK /�%/�� = i�/�
19.4' \� TOP OF WATER = 81.6
\ 1:30 PM
7-27-00 90.
804
6' IN 1.9
PROPOSED
520 LF CREEK CROSSING WITH 16- HDPE. DIOD, SDR 9. 200 PSI INSTALLED BY
HORIZONTAL DIRECTIONAL DRILLING AND 17' DIP. CLASS 350. MJ
WITH GRIP RINGS INSTALLED BY OPEN CUT
CAMA AREA 5Q 70,
BEAUFORT COUNTY WATER DISTRICT
I- WASHINGTON TOWNSHIP
JULY 27. 2000