HomeMy WebLinkAbout19119_TYRRELL COUNTY_19980325I
t
`~ CAMA AND DREDGE AND FILL
GENERAL
PERMIT APR 2 3 1998
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
Applicant Name �\ v
Address �,.' 11 LiC�1
City _
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
PROJECT DESCRIPTION I SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
Phone Number
State
(SCALE:
� N � 4NNIZ-\' �A N,t,)1k, CG � 0 LN -`J
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,
applicant's signature
imprisonment or civil action; and may cause the permit to be
n
come null and void.
This permit must be on the project site and accessible to the f permit officer's signature
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro- cam MM" y !q01%
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
this project is consistent with the North Carolina Coastal application fee
Management Program.
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TO
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3.00 331
43
Z6 2.8 io 3A `.
RR/w LWfY Of WCTLAN" 60'
ANGELICO BATEMAN HEIRS
CAMA AREA 0
TYRRELL COUNTY
WATER SYSTEM
SCALEi'.50' HORIZONTAL
r.o* VERTICAL
JANUARY 6,1996
1FLOW
LITTLE ALLIGATOR CREEK L.P. SCOTT ESTATE
YP.I 29'
• 6." 7.40 • GUARDRAIL
NCSR 1229
f.o, 9 OAa 6.04 I 4, 0.44 — . —
} y L SA4 0.09 4.39 4.Oa 3.T0
3,p 1ao 103 279' 2.46
3.0
q __ •��' r 10
w
_.---__— ---- a 2.3 21
a' ►MK AERIAL CABLE ----- --- R/W
M.tAAANc[ L %wr of —
TO WALL PROPOSED TOO WALL
20 LF RIVER CROSSING W
e- HDPE. AWWA C 906.
OR 9, 200 PSI INSTALLED
BY DIRECTIONAL BORING. THE PRUDENTIAL INSURANCE
COMPANY OF AMERICA
— F
IS BENCHMARK. TY-37 6' MIN.
BRASS CAP IN GAS PUMP BASE
AT COUNTRY STORE
ELEV.. 2. 7B'
PROPOSED
520 LF RIVER CROSSING WITH
B" HDPE. AWWA C906
DR 9. 200 PSI INSTALLED
BY DIRECTIONAL BORING.
EDGE OF ASPHALT ROAD
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WATER LZ