36842_ST JOSEPHS PARTNERS LLC_20040312

DCMVIA / ❑ DREDGE & FILL
`GENERAL PERMIT Previous permit#
❑New []Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
❑ Rules attached.
Applicant Name
Address
i
City a j I,�'�t '�; j �� State C ZIP
Phone # L Fax # ()
Authorized Agent �\VIc
Affected -I CW ❑ EW ❑ PTA ❑ ES ❑ PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWs: ❑ FC:
ORW: yes / no PNA yes / no Crit. Hab. yes / no
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # ( ) River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
(Scale:
avg distance offshore
max distance offshore
Basin, channel - --
—
_ — -
- --�—
cubic yards
12 �#
Boat ramp
i
Boathouse/ Boatlift
Beach Bulldozing
L � i
! ' :✓�?;` ,�• ,. � /` i - +'
� f - t_`' r -f �. t' r J
OtherfAr
_
f
47�)
Shoreline Length
SAM not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
'114—
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit * i
./
See note on back regarding River Basin rules.
Permit Officer's Signature
Issuing Date
Expiration Date
Rover File Name
Application Fee(s) Check # Local Planning Jurisdiction

Statement of Compliance and Consistency
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 or criminal 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 officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastalmanagement.net
Revised 10/05/01

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Note: Hydrographic survey provided by
Michael Underwood, PLS. Apo 9a\gR
Depths are relative to MSL, �s; `2^o�qN
MLW = -0.9' MSL tee.`. o! • t� °z!`-
' --� r, fs \• 9�. `. ter. `. \ o!
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BOOK 162 pAG'E OLINza,; oo'\; �zs.
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WATERWARD LIMIT `�r • `s. . of `•
MARSH GRASS 9�; 2�' sy �m `,•
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RAMP
(to eplac existing ramp) g�`• • RENOVATEDr, \-
es `. MARINA r�9
CONSTRUCTED— - ".0
.'HEAD LINE /•• 8 rr\; A.
i27 PAGE 0670 _/ e\ ps `. `!•`•
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161.30 ° re• ,�•
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30' CAMA ao 8.
BUFFER
I_ PROPOSED
T BULKHEAD
PROPOSED EXCAVATION +/_ 205 cy XISTING
BULKHEAD
.. 20' PROPOS�C�s�,;
77
BULKHEAD, ,• Q,9\•
'fl`•EXISTING \-
/ BULKHEAD
PROPOSED BACKFIL +/• 205 cy — •�1Q2:
�- R5 TYP
BUILDING 3 �t2.5 U__ -
12 UNITS TYR, � � W w
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s
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ram.!\ S� 6` �tS.
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10
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9
16
e. sy s
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OS \,
er • 34' �r
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I
i
PROPOSED
REPLACEMENT BULKHEADi
I
INLAND HARBOUR
COMMON AREA I
I , CONDOMINIUMS,
PHASE 1 '
CONDO BOOK 6
i PAGE 185
PROPOSED RAMP I
6'-WIDE WOODEN WALK I
(to replace existing walk ar and basin) '
/ I
7-'I t1
I 1 .
I 1 M.
T-� ra
BULK
W
Proposed Marina Re -configuration
Replacement Structures for 32 proposed slips
(2) Floating docks 8' x 217'
(1) Floating dock 6' x 68'
(14) Finger piers 5' x 25'
(2) Finger piers 6' x 34' 4"
(1) Finger piers 5' x 34'
(1) Finger piers 5' x 30'
(3) Ramps 4' x 20'
ERWARD LIMIT
SH GRASS (16) Mooring pilings 6" or 8" dia.
�I
Replacement Bulkhead = Approximately 5001ft. of bulkhead
to replace existing bulkhead around basin. Bulkhead will be slightly
re -aligned along nortliernand western sides of basin.
PROPERTY
CORNER
Excavation and Backfill
GI High Ground Excavation = necessary where proposed bulkhead will be
A I aligned landward of existing bulkhead.
Approx. 500 sf. excavation area (205 cy of sandy material).
Fill below MHW = necessary where proposed bulkhead will be
aligned watenvard of existing bulkhead. Fill would be placed
in existing upland basin. Approx. 500 sf. fill area (205 cy of sandy material).
Excavated high ground sand will provide fill material.
■ I Existing depths within basin range from -5' MLW to -8' MLW.
No excavation is needed inside basin/proposed slips.
■
N
0 20 40 80
SCALE 1 " = 40'
Site plan provided by Synthesis CDA, Wrightsville Beach, NC
Land Management Group, Inc.
Environmental consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 02-03-288
(project ffIBSWUrsAGP
Application CAMA General
Permits 0.1100 and 0.2000
Proposed Carolina Bay
Marina Re -Configuration Applicant_ St. Joseph's Partners LLC
Location Myrtle Grove Sound, New Hanover Co.
Date: 2/12/04 Sheet 57 of 8