6335_TOWN OF MOREHEAD CITY_19900613

CAMA AND DREDGE AND FILL
GENERAL
PERMIT
as authorized by the State of North Carolina,
0 h Department of Natural Resources and Community Development �h'al Reso ssion
in an area of e vironmerkal con?ern pursuant to 15 NCAC
IZ1,4,Applicant Narr� a`y� �' � � � Qione u berS,�
Address Al
City L,� (�� '`�''� �"—'� '� State ip
Proj t L 'ation (County, to Road, Waiaf Body tc.)
Type of ProjeFt Activity— l 4Z
/ i . %Cq /.»S/I.Y //.c.;
PROJECT DESCRIPTION I SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
✓
max. distance offshore
(SCALE:
/ 7'r
..
1�
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other a O
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any f•.
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be- l applicant's signature
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.
permit officer's signature
f1
issui date // expiration date
attachments)
In issuing this permit the State of North Carolina certifies that w
this project is consistent with the North Carolina Coastal application fee
Management Program.

E
1'. 40'
4'
Sto. 0 t05 t
Prop. M H
Rim = 3.40
Inv. ( N) = 1.10
Inv.(S) = 0.00
Prop.
r 8'-12' RCP
Inv.= 1.00
V G
•
Prop. /
d 12" Thick Closs B
Erosion Control Sion
uj
—
W
i
QI
CO
3.34
t
II
I
I
340
I
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ICI I 1
3 I I
III
II I
3,29 11 3 32,
. 3
Exilf.Son. I I I III 2 9t
Serer MH I
Rim=-330 I I +
Inv=-fi82 3; I
Iy I
III 3.69 ,
311 � I II
II i I II
II
4 05
t fI
Sta. Ot38
Ex is t. 0 1 To Be Removed
Prob. DI
Rim = 2. 90
Inv_ = 0.08
Retain Pipe From West
7 th S T R E E T
Sta. f t 7 9
Exist. D I To Be Removed
Prop. D I
Rim = 2.90
Inv_ = 0.44
Z Z.9
I
S— {
30 36 If
2 0' Exist. Son.
Sewer MH t
Rim- 2.97 cn
Sta. 0 t 96 Inv.:_1.89
lExifist. OD
If Be RemovedL�P'
Rim = 2.40 1
Inv. = 0.23 1
I
I
1
60' R/W v+
I
I
I
I
1
I
I
I
I
I
I
I
I
I
1
10 Alley
t
4 33
I 3.9I I
5
Sta. 3t24 t
I
Prop. D I
Rim = 3.35
Inv. = 0.80
Re4ve I
Retain Pipe From West
Exist.•pl's 3
Rim= 342
1 vyl
—3.6T--- S— --
3.4---S---- .67. — — S—
ib
3.4 3.5 3.8 ` 431 I 1131f
it
I I .
\Exist. 12"VCP I
To Be Sto. 2t38 II I II3
Removed Exist. DI To Be Removed 1 I
Pro P.
D I II ! III
Rim = 3.00
Inv. -- 0.58 II I
10' Alley
8 t h S T R E E T
Exrsl, DI 3 7
Rlm=2.95
Inv. : 1.32
1
Ret in
Exis . DI'sl 3
I
I
I I
I 1 378 i
t
S'
P
Ri
Re
Exist. DI
Rim = 2.88
Inv =1.42
W
W
X
c
=�
W
�
= 1
-
0%
`� 0
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