10569_General Permit_19930127

Applicant Name
Address
City,.
CAMA AND DREDGE AN
GENERAL
PERMIT
,
FE9 0 11993
10569 �L)
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources a e Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
1 � 1
-C EL L,
l�)horie Number
Project Location (County, State Road, Water Bod
Type of Project Activity
PROJECT DESCRIPTION I SKETCH
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards s t r� t
Boat ramp dimensions
Other
State Zip
(SCALE:
-
is
ci .
This permit is subject to compliance with this plic4tion, 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.
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.
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
�1
D'
applicant's signature
permit officer's signature
issuing date expiration date
attachments � / L
y
application fee Go -5 4 C` y

Ok)R VIL
M A R I N A
i
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DREDGE PLAiQ11
WE PROPOSE TO DREDGE FROM OUR ENTRANCE CHANNEL ANNEi INWARD TO � THE
MARINA 160 FEET BY 0 FELT. WE WILL REMOVE APPROXIMATELY 5=4
CUBIC YARDS !_1r:. MATERIAL T� � REMOVE SHOALING IN THE CHANNEL. .
THE: METHOD CIF DREDGING WILL BE H`•t DRAL I C DREDGE BY RON MC R I + E
OF NOVA i•`+E MARINE INCORPORATED. THE ROUTING OF PIPELINE is
ON THE ATTACHED MAP =t -1 �lk . a c-,- ^ P.i� \..kp
THE SPOIL AREA TO BE UTILIZED IS THE ORIGINAL SPOIL SIGHT FROM
CONSTRUCTION t' HE MARINA. NOTED ON MAP AS TRACT #4. THE
WI!_R WILL BE IN EXCESS .ESS OF 50 FEET FROM POINT i {F= DREDGE
DISCHARGE INTO THE SPOIL. THE: BERM AREA OF THE SPOIL WILL BE.
SUITABLE FOR 2000 CUBIC YARDS OF '_,ir-iiIL (DOUBLE OUR 1000 CUBIC:
YARD TO DREDGE) REFERENCE Ti I MEMO FROM R BER T r'1O L .
HE DREDGE PIPELINE WILL i-<:!UN ON GROUND ABOVE M.H.W.
A COPY OF THIS PLAN WILL BE SUBMITTED TO THE NORTH C AROL I NA
ENVIRONMENT i i ' NATURAL RESOURCES AND THE U.S. CORP OF
ENGINEERS FOR 1-il.`f^'R1.1VAL.
JOHh KING
HARBOUR MAITER
L'''t� \ YY\'FAT �.t \`P. "�' O C •cv,n i:.: b--•C� `I L \,
P.O. Box 967 0 101 Harbour Marina Drive 0 Hampstead, North Carolina 28143 0 [phone] 0 Fax [phone]

Y '%AQ
Gov R V ILl
M A R I N A
V."VNco . at V"" r0/
P.O. Box 967 0 101 Harbour Marina Drive 0 Hampstead, North Carolina 28443 0 [phone] • Fax [phone]

4� ) R V IL4
M A R I N A
SPOIL & DIKE INFORMATION
THERE ARE TWO COMPARTMENTS WITHIN THE OLD SPOIL AREA WE
INTEND TO UTILIZE FOR THE SPOIL FOR THIS PROJECT.
THEY ARE NOTED AS COMPARTMENT A AND B ON THE ATTACHED MAP.
THE CAPACITY OF THESE TWO COMPARTMENTS IS ABOUT 13.400 C.Y.
WHICH WILL OF COURSE ALLOW MORE THAN THE 2,000 C.Y. NEEDED
TO DREDGE THE 1 , 000 ,,C .Yj_.-Twee
WE HAVE REPAIRED TdcBREAKS IN THESE COMPARTMENTS TO ENSURE
THAT THE SPOIL IS CONTAINED. THIS WAS ACCOMPLISHED WITH A
TRACK HOE.
DREDGE DISCHARGE
THE DREDGE DISCHARGE SHALL GO INTO THE COMPARTMENT AS NOTED
ON THE MAP.
TO BE MORE PRECISE IN THE TOP PORTION OF COMPARTMENT B AND
THE LOWER PORTION OF COMPARTMENT A.
AT ALL TIMES THE DISCHARGE WILL BE AT LEAST 50' FROM THE
WEIR.
WATER CONTROL STRUCTURE
THIS STRUCTURE IS LOCATED IN THE LOWER PORTION OF
COMPARTMENT B.
WE HAVE EXCAVATED AROUND THE STRUCTURE AND REMOVED ALL THE
BEN BOARDS. THE BOARDS WERE REPLACED WITH TREATED TONGUE AND
GROVE.
THE WATER CONTROL STRUCTURE HAS A METAL FACE AROUND THE PIPE
WHICH RUNS UNDER THE DIKE / UNDER THE ROAD AND DISCHARGES
INTO THE MARINA BASIN.
THE METAL FRAME HOLDING THE BOARDS HAS BEEN REENFORCED.
THE PIPE IS METAL FROM THE WEIR TO THE ROAD. THIS HAS BEEN
INSPECTED AND SHOWS NO HOLES. HOWEVER TO BE SAFE WE HAVE ARE
GOING TO REENFORCE THE BOTTOM OF THE PIPE WITH CONCRETE.
THE BALANCE OF THE PIPE RUNNING FROM THE NORTH SIDE OF THE
ROAD TO THE BASIN IS CONCRETE AND IS IN GOOD SHAPE.
P.O. Box 967 0 101 Harbour Marina Drive 0 Hampstead, North Carolina 28443 0 [phone] 0 Fax [phone]

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