19990658 Ver 3_Other Agency Comments_20090114

9 cl- v(SFS V3
Permit Class Permit Number
MODIFICATION/MAJOR 128-00
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
J v
and
Coastal Resources Commission
009
e�+ JAN �
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Snug Harbor Partners, LLC, 252 Highway 70 East, Sea Level, NC 28577
Authorizing development in Carteret County at Nelson Bqy and Salter's Creek, south side
US 70, near Sea Level as requested in the permittee's application dated 5/5/08, incl. drawings(10), CP1-
CP8 all dated revised 9/17/08, SD -2R dated 6/12/06 and BW -2 dated 9/17/08
This permit, issued on January 7, 2009 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, this Major Modification authorizes a reconfiguration of the upland
subdivision portion of the previously approved project, a reconfiguration of the previously approved
marina portion of this project, and the widening of the previously authorized access channel, all as
depicted in the attached permit application forms and workplan drawings.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2012
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
James W gregso'n, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

�y
Sailors Snug Partners, LLC Permit #128-00 `
Page 2 of 5
ADDITIONAL CONDITIONS
Upland Development
2) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated
with development of the Marina Village at Snug Harbor subdivision, all as expressly and specifically set
forth in the permit application and depicted on the attached workplan drawings. Any additional land
disturbing activities and/or construction, including but not limited to single family home construction,
shall be evaluated on a case-by-case basis by a representative of the Division of Coastal Management
(DCM) to determine additional permit requirements. Contact a representative of the Division at (252)
808-2808 prior to the commencement of any such activity for this determination.
3) All portions of all sidewalks that are located within 30 feet of the normal high water line shall be
wooden, slatted and elevated above the high ground substrate. Included in this requirement are those
sections of the proposed concrete sidewalks located around the aLithorized high ground marina basin.
Additional Marina Basin and Access Channel Excavation
4) The additional area of excavation of the access channel and marina basin shall adhere to that depicted
on the attached workplan drawings.
5) Excavation shall not exceed -3 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
Spoil Disposal
6) Al! material resulting from the additional access channel and marina basin excavation shall be disposed
of in the existing on site spoil disposal area.
Shoreline Stabilization
7) The bulkhead shall be constructed prior to any backfilling activities.
8) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
9) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles or
other suitable materials approved by Division personnel.
10) The backfill material shall be clean and free of any pollutants except in trace quantities.
11) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.

Sailors Snug Partners, LLC
ADDITIONAL CONDITIONS
Permit #128-00
Page 3 of
Community Access Pier
12) This Major Modification authorizes only the community access pier and associated uses located in or
over the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this access pier without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
13) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
14) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
15) The roof of the covered platform shall not be designed for second story use.
16) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
17) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
18) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
19) This permit does not authorize any formalized boat slips on the authorized community access pier.
Marina Reconfiguration
20) This Major Modification authorizes a reconfiguration of the previously permitted marina facility, all as
depicted in the attached workplan drawings and permit application forms.
21) Prior to the occupancy of any slips authorized under this Major Modification, a marine pumpout sewage
disposal facility shall be installed and operable, and maintained for the life of the marina.
22) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.

Sailors Snug Partners, LLC
ADDITIONAL CONDITIONS
Permit 4128-00
Page 4 of 5
23) The marina facility shall display a sign showing the location of the on-site pumpout facility, including
other appropriate waste disposal information, at the entrance and exit from the main pier(s).
24) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
25) This Major Modification authorizes a total of 53 formalized boat slips.
Sedimentation and Erosion Control
NOTE: A modified Erosion and Sedimentation Control Plan will be required for this project. If such
approval has yet to be requested, this plan must be filed at least thirty (30) days prior to the
beginning of any land disturbing activity. Submit this plan to the Department of Environment
and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC
28405.
26) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
27) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
Stormwater Management
28) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW8970431, which was
modified on 11/9/07. Any violation of the permit approved by the DWQ shall be considered a violation
of this CAMA permit.
General
29) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
orized representative, said structure or work shall cause
opinion of the Secretary of the Army or his auth
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

Sailors Snug Partners, LLC
ADDITIONAL CONDITIONS
Permit #128-00
Page 5 of 5
30) This Major Modification shall be attached to the original of Permit No. 128-00, which was issued on
8/18/00, as well as all subsequent modification, renewals and refinements, and copies of all documents
shall be readily available on site when a Division representative inspects the project for compliance.
.3 All conditions and stipulations of the active permit remain in force under this Major Modification unless
specifically altered herein.
32) This permit shall not be not be assigned, transferred, sold, or otherwise disposed of to a third party
without the written approval of the Division of Coastal Management.
NOTE: This permit does not eliminate the need to obtain any additional permits, approvals or
authorizations that may be required, including but not limited to any permits that may be
required for the construction of the wastewater treatment plant or the community water supply
system.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3642 (DWQ Project No. 990658V3), which was modified on 12/23/08.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200000720.

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VICINITY MAP
APPROXIMATESCALE: 1"=5,hoo,
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S C A P E
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I T E C T S
510 Glenwood Ave. Suite 2011 Raleigh, NC 27803 1 tel [phone] fax [phone]
SHEET INDEX
COVER SHEET
T "NA'Y'A
CP 1
OVERALL PRELIMINARY, PLAT
CP2
OVERALL WATER AND SEWER LAYOUT -
CP3
ENLARGED WATER AND SEWER LAYOUT
- CP4
DETAILS
CPS
DETAILS
CP6
BUILDING ELEVATIONS
CP7
k"a
CP8
STORMWATER PLAN (FOR REFERENCE)
SD -2R
EXISTING CONDITIONS
CP 1
OVERALL PRELIMINARY, PLAT
CP2
OVERALL WATER AND SEWER LAYOUT -
CP3
ENLARGED WATER AND SEWER LAYOUT
- CP4
DETAILS
CPS
DETAILS
CP6
BUILDING ELEVATIONS
CP7
BUILDING ELEVATIONS
CP8
STORMWATER PLAN (FOR REFERENCE)
SD -2R
BOUNDARY/WETLAND MAP (FOR REFERENCE) —BW2
Date Submitted: 05/05/08
Revisions:
08/01/08
09/17/08

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SNUG HARBOR PARTNERS, LLC
272 HIGHWAY 70 EAST ti~
SEA LEVEI, NC 28577 a
PHONE:[phone] a o SITE
STACY TOWNSHIP
~ SAILORS' z ~
~E BOOK 1098, PAGE 415 ON FEB. 28, 2005. ti SNUG W
SMITH FARM TRACT (PIN)747200370618000,TAX ID # 0016475 ~ HARBOR o U M
MARINA TRACT (PIN) 747200841667000, TAX ID #0016475 ~t®;:;~;:~;~~:''~:~:';~:::~:~?:~::~~;~~::;~:• a
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PERMITTED MARINA CHANNE ti 1 MARINA CHANNEL MAJOR CAMA PERMIT #128-00
wl (EXISTING) + :XISTING) SALTERS CREEK
o o C.A.M.A. PERMIT # 128.00 CHANNEL DEPTH: -3.0 NLW a EXISTING CONDITIONS PERMIT # 128.00 DEPTH: -3.0 NLW
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........... .... ..... ... .......... .......... . ......... .......... ........ ..4. ."-*.,.: .I-,.-. I 1. .*--., ... .... ........ . ......
.... ........ ..... ....... ... ........ .......... ....... .... .................. ........... % ........ .... .... .... ...... ..... cl) �F ...... 20 R, ............ . ... ........... . ........... ....... I t 14a' 124' . ... ... ...... .......... . . .... .. ........ z
.,i:y FLAG ...... ....... ........ ........... ........ ...................... ............ 30' B FFF ................ ................. .... ... .......... .... ........ ....... 0 ....... . ... .......... ......... ...... LLI
.............. ....... ...... ­ :-:-: I b M ........... . ....... .... ........... 6, ......... ....... 572 SF Cl 4V 40' A40' 30, co
9,796 SF Z
124' .................... J' ........... -EX .. .... ........ is� ...... ........... ..... .. ......... 40' 4Y 49 �ARO CdL QO 49 40', 40v� 40' 40' CH w ....... .... ............ ... .......... ....... ......... 30` i U- Lj_' LL I U- m I cl) co co \ . ...........
TI ...... ....... ....... 3; n3l ..... ... ........ EL 40' ....... . ..... 7r 2 w 6,820 SF lZ4' 0 60' c! �ex X% ..... ..... cl)
H........................... ....... 1261- ... ........ .... ...... ..... .... ....... ...... .... m o ... ........ .......... ....... ........ 6,875 ............................ ......
PROPOS z
15'CHAN ......... 6,200 SF .... ........ .... ... .... 6 C CRETI
IZ4' EXCA' VATIO .......... IT c 68RIC\PK C w
GE-PE ESTRIAN w ................. \>,r v
6091 F- ...... (U6 S -6,693-SF-' ...... ... �p SF ZU'X4U' (OLD HIGHWAY 70 ASPHAX REMOVED THIS AREA) 154' 45' 7 BEGIN ............ ................... ....... ........... ...... (D
...................... ............... . ........... .......... .... ... ; ............ 9 142 S�­ UPLAND ... ....... COUNTY, NC 28577 3.09, 'ND ... ... ... SITE DATA: LEGEND LOCATION: HWY 70 EAST, SEA LEVEL, STACY TOWNSHIP, CARTERET SHOWING LAND CLASSIFICATIONS ...... . ...... ....
.. .............. ....... .... ...... ........ ....... . \ ... ......... ...
............ -,p ........... .......... ... ...... .......... ....... .... R&CW, I OWNER: SNUG HARBOR PARTNERS, LLC ... -OUTFM .... ...... - * ..... * * , . '. .. .:. .. ... - _- ................... STO Y. .............. ..........
.......... UPLAND AREAS 0. 31 ....... CL
PIN NUMBERS: MARINA TRACT (PIN) 747200841667000, TAX I.D. # 001 6475 4 .:.:: 0
'Iwo . ........ ...... 4 ..... SMITH FARM TRACT (PIN) 747200370618000, TAX I.D. # 0016475 ....... . ..... Of
(L
234.8), ... ........ DEED BOOKIPAGE BOOK 1098, PAGE 415 ON . ........... FEBRUARY 28, 2005 ...... 0:
Lo . ..... ............. .... OREN' 0 k�FF 404 WETLANDS SITE PLAN
DEVELOPER: SNUG HARBOR PARTNERS, LLC 14'TIDAL PHONE: [phone] CIRCULATION ... ......... ..... ..... ....... ... . .................... ......
............ ...... FAX: [phone] ... . .... ... ............ ......... . ...... z
ADDRESS: 272 HIGHWAY 70 EAST ....... F_
SEA LEV CHANNEL EL, NC 28577 CAMA404 TIDAL WETLAND AREAS/ COASTAL MARSH CLUB 3:
....... ..... R RECORDED DEED) ... ... 'AREA ... ........... ........
TOTAL ACREAGE: ±62.20 AC (AS PE FACILITY .......... E I - SUBDIVISION ....... 20.45 AC PHAS 75'AEC ESTUARINE SHORELINE ...... DATE
..... ...... 'NELSON BAY 41.75 AC PHASE 11 PCD 0
............... . .............. PROJECT: SHP-05124.210 05.05.08
FOR STREET RIGHT-OF-WAY AND PARKING AREAS: ±5.0 AC VAT AREA .... ..
TOTAL LAND AREA 30'COASTAL SHORELINE BUFFER SC CLASSIFICATION . ... ..... .1-1.1 . .... ..... .......... ........ --- ............ ........... ................... .......... ........ ...... REVISIONS: DCM COMMENTS 08.01.08
. ...... .... ........................ TOTAL LINEAR FEET OF PRIVATE STREETS AND ALLEYS: 7,800 LF ............ ........ .... ....... ............ ...... ....... ........ 0.72 LOTS PER ACRE D DWAL ....... z
........ ....................... NTS 09.17
TOTAL LOT(AND UNIT) NUMBER/DENSITY: 86 LOTS NORMAL HIGH WATER LINE (NHW) 6'BOAR . ...... .......... . . . . . ..... ...... DCMCOMME .08
0
........... .. ..... ........... ......... . . ..... ..... .............. ..... . .... ....... SMALLEST LOT: 3,174 SIF ... ...... . ... .... ... ...
0 LARGEST LOT: 29,271 SF (230 L.F.)
AVERAGE LOT SIZE: 16,223 SF
MAXIMUM BUILDING HEIGHT: 50'
RESIDENCES WILL BE SINGLE FAMILY HOMES, TOWNHOMES, COTTAGES AND CONDOMINIUM UNITS
PROJECTED POPULATION (AVG. 2.76 PER FAMILY X 86 UNITS): 237 PEOPLE
COMMUNITY OPEN SPACE ACREAGE:
CONSERVATION AREA UPLANDS: 5.74 AC
CONSERVATION AREA 404 WETLANDS: 5.26 AC
CONSERVATION AREA MARSHLANDS: 22.88 AC
MARINA 3.32 AC
TOTAL: 37.20 AC
%AtATpp* mmm"NITy WATER SERVICE/PLIBLIC UTILITY
UNDERGROUND ELECTRICAL: BY PROGRESS ENERGY PERMITTED MARINA CHANNEL MAJOR CAMA PERMIT #128-00
SEWER: PACKAGE TREATMENT PLANT (EXISTING) SITE PLAN
A LICENSED UTILITY COMPANY WILL OWN AND OPERATE THE WASTEWATER TREATMENT PLANT AND C.A.M.A. PERMIT# 128-00 cl)
SEWAGE COLLECTION SYSTEM. FEMA F.I.R.M. MAP DATA: CHANNEL DEPTH: -3.0 NLW loy 209 100, 50, 0 ILL BE THROUGH A PRIVATE WASTE COLLECTION SERVICE. MAP # 372074 PANEL 6200J, ZONE AE FEMA F.I.R.M. MAP DATA:
TRASH COLLECTION W CREEK
LAND USE: RESIDENTIAUSHIP'S STORE/RESTAURANTICLUBHOUSE/MARINAIINN/COTTAGES BASE FLOOD ELEVATION: 7.0 FT. EDGE OF Ey MAP # 372074 PANEL 6200J, ZONE AE
co
MARINA: 53 SLIPS (MAJOR C.A.M.A. PERMIT # 128-00) CHANNEL BASE FLOOD ELEVATION: 7.0 FT.
I#2 CP2
COUNTY ZONING: UNZONED I
MARKER #1 0 SCALE: I"= 100' (09I
I AVER MANAGER: 05124 -SPI 0
DVIEW: 300.05 DEGREES
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PARTNERS, LLC ...... U. 0. ...... ................. .... ... CoNstft ....... .... AGRICULTURAL LAND A EA_-` .............. ... kTI6" . ...... - - ----- ... . . ... . ... . ...... .... ..... .......... .... .... .... . ...... ..... .......... Z .......... DB 1098, PG 415 z u')
0
........... ......... . ............. LL
..... . ..... -INN W/GUEST ROOMS/'-*-:-:-:%�. VICINITY MAP COTTAGES POLE XIMATE SCALE: 1 "=2000' -SALES CENTER cc 0
ONSERVATION AREA -FITNESS CENTER .... ........... ............ ........ ..
—MEETING ROOM ......... . ...... ... ...... .. ..... .... --CLUB ..... ....... .......... ............ ... RtN .......... ...... ...... MA A VILLAGE .. ......... "'UBI DIVISION ....... HASE I (D LEGEND IAf� AREA: 2Q.45 AG 49., SHOWING DEVELOPMENT CLASSIFICATIONb
DECK ...... 41,312 SQ.FT. .......... ......... IMPERVIOUS: Ar W&
ol ... ... . ........ ..... 25,247 SQ.FT. ................... M . . . . . .......... lovi ............. ... .......... B2
2 z
CD
BUILDINGS/STRUCTURES z
U8 .. ....... ... ..... ........... ..... .......... 22,425 SQ.FT/ ..... ...... ....... .. ............ --p ................ 1>01 ETEITION w co SIN ...... 4 BA ASPHALT PAVING CL
20,096 ow.r 1. ... ...... ....... ..... %0400
60 ........... ............ ................ 67' 66 " * ..... * , :-.\:b , TCONCRET ...... ....... . ...... CONCRETE OR BRICK WALKS 875 SQ.FT. CN
20, 22,319 SQ17. BRICK WAL TERRACES/POOLDECK cn
...... ...... 24, . ..... . w LL 540Q.FT. ... ..... ........ .. ..... 24,457SO.FT. 26,376 ....... ........... ..... ...... ......
. .... . . GRAVEL WALKS DRIVES ......... ... ...... . . ....... . . . ..... 0
.......... ..... .... 7, ..... < ........ .. ............ ........ ............ ...... U) .......... .......... .... >
..... .......... ............. ................. PERVIOUS: .. ........ 0
......... or rl,* �. / I ............... Ud .......... ............. I- .......... ........... ........ ....... ........ ......... ........... ...... ...... 1211 7 7/ . .:-: ...... f'10 A I........ .......... ...... WOOD BOARDWALKS ry ............ ................. . ..... .......... z
............. .... ... ............ ............ z
t- Lu cu 0%mv
LL;.- LL Z,-. ........... LAWN GRASS "GREEN
.......... . ...... rn 1:1. co cl. .......... \ UJI T i� .�r C6 ............. ........ ... .... ............ ................ . ..... ..... ............. ....... . 40'HIGHWAY 0
............ 0
...... ... ...... ...... BUFFER ............. (5 (�TT9� (19 ............. ....... ............ ......
. ...... ... ........ ........ ..... ....... ... --- . . ....... .. 35' 35, -30!, .......... ....................... .... ...... . ........ .
........... ............... ... ..... ---- -- N ...... ... . ..... .......... F .. .............. ........ EA ........ .............. ....... . : . : . : . : . %(
....... ... U2 z �CONSERVATION AR 7,47 SF
........ ...... ...... ............ 0 .......... ... .................. ................ rl .......... v u .......... .. .... TYPICAL CLUSTER L u . u v . ........ PHALT OT -t- .......... 1, IOU or ...... \4,900 SF N t 3 0 .......... br - .... ....... ... . ..... ...... .......... ...... ........ 4,900 SF .......... .......... .. .... . ..... '4�IES R AN-* )v or, 149 w PE @ @ (g) 208 @ @ .... ....... ........... . ........ .... .... POSED Db& *9 k015 136XR15WA�K ...........
I...... . .......... ... ........ MARINA BULKHEAD (p). 0 LAND z
............................. TONAFFA' =� k!V .
... . .. .. AND PUMP OUT SLIP UP ........... BASIN ........... �E�: .... m -4-0
.. .......... —6'CONCRETE/BRICK ...... .... .. . PERMIT# 128-00 PARALLEI ....... ........ .... ...... ................ .. ........ (5 Lu
A" ........... Ln .:, U.A.M.A ........ ..... LK(TYP) 4,900 SF ....... 7 796 SF SIDEWA
.................. (9 ........... 3 COMMERCIAL AND PARKING (TYP) 140' -_ ... ......... ........ . \ UL. ............. ........ ..... .... . . N D— .. ........... ...... .... .... BO . .... 0 A01 fth
....... ... ....... ....... ........... BUFFER(TYP) BULKHEAD ................ ......... ............. 30' (L
.......... ....... . . ......... :,: 2
4,900 SF GOA T&:-Nk RESIDENTIAL SLIPS) 30'IMPERVIOUS SURFACE .......... BASIN DEPTH: -3.0'NLW ... ....... Lu
............. ... ....... �V. . .... - (a @ __ 1 SF ........... ........ . 12 _tf
7,7K SF M
........... @ @ (D 0 0 0 (D @ (D (D (D ......... . ...... co . . . . ..... w
149 ....... ...... ......... .............. ... co
........... .... ..... ... .......... .......... . ......... .......... ........ ..4. ."-*.,.: .I-,.-. I 1. .*--., ... .... ........ . ......
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.,i:y FLAG ...... ....... ........ ........... ........ ...................... ............ 30' B FFF ................ ................. .... ... .......... .... ........ ....... 0 ....... . ... .......... ......... ...... LLI
.............. ....... ...... ­ :-:-: I b M ........... . ....... .... ........... 6, ......... ....... 572 SF Cl 4V 40' A40' 30, co
9,796 SF Z
124' .................... J' ........... -EX .. .... ........ is� ...... ........... ..... .. ......... 40' 4Y 49 �ARO CdL QO 49 40', 40v� 40' 40' CH w ....... .... ............ ... .......... ....... ......... 30` i U- Lj_' LL I U- m I cl) co co \ . ...........
TI ...... ....... ....... 3; n3l ..... ... ........ EL 40' ....... . ..... 7r 2 w 6,820 SF lZ4' 0 60' c! �ex X% ..... ..... cl)
H........................... ....... 1261- ... ........ .... ...... ..... .... ....... ...... .... m o ... ........ .......... ....... ........ 6,875 ............................ ......
PROPOS z
15'CHAN ......... 6,200 SF .... ........ .... ... .... 6 C CRETI
IZ4' EXCA' VATIO .......... IT c 68RIC\PK C w
GE-PE ESTRIAN w ................. \>,r v
6091 F- ...... (U6 S -6,693-SF-' ...... ... �p SF ZU'X4U' (OLD HIGHWAY 70 ASPHAX REMOVED THIS AREA) 154' 45' 7 BEGIN ............ ................... ....... ........... ...... (D
...................... ............... . ........... .......... .... ... ; ............ 9 142 S�­ UPLAND ... ....... COUNTY, NC 28577 3.09, 'ND ... ... ... SITE DATA: LEGEND LOCATION: HWY 70 EAST, SEA LEVEL, STACY TOWNSHIP, CARTERET SHOWING LAND CLASSIFICATIONS ...... . ...... ....
.. .............. ....... .... ...... ........ ....... . \ ... ......... ...
............ -,p ........... .......... ... ...... .......... ....... .... R&CW, I OWNER: SNUG HARBOR PARTNERS, LLC ... -OUTFM .... ...... - * ..... * * , . '. .. .:. .. ... - _- ................... STO Y. .............. ..........
.......... UPLAND AREAS 0. 31 ....... CL
PIN NUMBERS: MARINA TRACT (PIN) 747200841667000, TAX I.D. # 001 6475 4 .:.:: 0
'Iwo . ........ ...... 4 ..... SMITH FARM TRACT (PIN) 747200370618000, TAX I.D. # 0016475 ....... . ..... Of
(L
234.8), ... ........ DEED BOOKIPAGE BOOK 1098, PAGE 415 ON . ........... FEBRUARY 28, 2005 ...... 0:
Lo . ..... ............. .... OREN' 0 k�FF 404 WETLANDS SITE PLAN
DEVELOPER: SNUG HARBOR PARTNERS, LLC 14'TIDAL PHONE: [phone] CIRCULATION ... ......... ..... ..... ....... ... . .................... ......
............ ...... FAX: [phone] ... . .... ... ............ ......... . ...... z
ADDRESS: 272 HIGHWAY 70 EAST ....... F_
SEA LEV CHANNEL EL, NC 28577 CAMA404 TIDAL WETLAND AREAS/ COASTAL MARSH CLUB 3:
....... ..... R RECORDED DEED) ... ... 'AREA ... ........... ........
TOTAL ACREAGE: ±62.20 AC (AS PE FACILITY .......... E I - SUBDIVISION ....... 20.45 AC PHAS 75'AEC ESTUARINE SHORELINE ...... DATE
..... ...... 'NELSON BAY 41.75 AC PHASE 11 PCD 0
............... . .............. PROJECT: SHP-05124.210 05.05.08
FOR STREET RIGHT-OF-WAY AND PARKING AREAS: ±5.0 AC VAT AREA .... ..
TOTAL LAND AREA 30'COASTAL SHORELINE BUFFER SC CLASSIFICATION . ... ..... .1-1.1 . .... ..... .......... ........ --- ............ ........... ................... .......... ........ ...... REVISIONS: DCM COMMENTS 08.01.08
. ...... .... ........................ TOTAL LINEAR FEET OF PRIVATE STREETS AND ALLEYS: 7,800 LF ............ ........ .... ....... ............ ...... ....... ........ 0.72 LOTS PER ACRE D DWAL ....... z
........ ....................... NTS 09.17
TOTAL LOT(AND UNIT) NUMBER/DENSITY: 86 LOTS NORMAL HIGH WATER LINE (NHW) 6'BOAR . ...... .......... . . . . . ..... ...... DCMCOMME .08
0
........... .. ..... ........... ......... . . ..... ..... .............. ..... . .... ....... SMALLEST LOT: 3,174 SIF ... ...... . ... .... ... ...
0 LARGEST LOT: 29,271 SF (230 L.F.)
AVERAGE LOT SIZE: 16,223 SF
MAXIMUM BUILDING HEIGHT: 50'
RESIDENCES WILL BE SINGLE FAMILY HOMES, TOWNHOMES, COTTAGES AND CONDOMINIUM UNITS
PROJECTED POPULATION (AVG. 2.76 PER FAMILY X 86 UNITS): 237 PEOPLE
COMMUNITY OPEN SPACE ACREAGE:
CONSERVATION AREA UPLANDS: 5.74 AC
CONSERVATION AREA 404 WETLANDS: 5.26 AC
CONSERVATION AREA MARSHLANDS: 22.88 AC
MARINA 3.32 AC
TOTAL: 37.20 AC
%AtATpp* mmm"NITy WATER SERVICE/PLIBLIC UTILITY
UNDERGROUND ELECTRICAL: BY PROGRESS ENERGY PERMITTED MARINA CHANNEL MAJOR CAMA PERMIT #128-00
SEWER: PACKAGE TREATMENT PLANT (EXISTING) SITE PLAN
A LICENSED UTILITY COMPANY WILL OWN AND OPERATE THE WASTEWATER TREATMENT PLANT AND C.A.M.A. PERMIT# 128-00 cl)
SEWAGE COLLECTION SYSTEM. FEMA F.I.R.M. MAP DATA: CHANNEL DEPTH: -3.0 NLW loy 209 100, 50, 0 ILL BE THROUGH A PRIVATE WASTE COLLECTION SERVICE. MAP # 372074 PANEL 6200J, ZONE AE FEMA F.I.R.M. MAP DATA:
TRASH COLLECTION W CREEK
LAND USE: RESIDENTIAUSHIP'S STORE/RESTAURANTICLUBHOUSE/MARINAIINN/COTTAGES BASE FLOOD ELEVATION: 7.0 FT. EDGE OF Ey MAP # 372074 PANEL 6200J, ZONE AE
co
MARINA: 53 SLIPS (MAJOR C.A.M.A. PERMIT # 128-00) CHANNEL BASE FLOOD ELEVATION: 7.0 FT.
I#2 CP2
COUNTY ZONING: UNZONED I
MARKER #1 0 SCALE: I"= 100' (09I
I AVER MANAGER: 05124 -SPI 0
DVIEW: 300.05 DEGREES

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DATE
PROJECT: SHP-05124.210 05.05.08
REVISIONS: DCM COMMENTS 08.01.08
DCM COMMENTS 09.17.08
DRAWN BY: TMH
CHECKED BY: LRZ
CONTENT: MODIFICATION REQUEST FOR
MAJOR CAMA PERMIT #128-00
OVERALL WATER AND SEWER PLAN
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SPLICE FACIA 1
2
IN THIS AREA
5'-0"
TYPICAL ACCESS BOARDWALK PLAN
SCALE: 117= V
6'-0" CLEAR WALKWAY
TREATED HANDRAIL
6 TREATED BOTTOM RAIL M
2X6TREATED
/—DECKING BOARD
v
M
I 2X10 TREATED JOISTS @ 16" O.C. MAX.
TYPICAL SECTION (WITH HANDRAIL
SCALE: 10= 1'
NOTE: CONTRACTOR IS RESPONSIBLE FOR
SUPPLYING ENGINEERED DESIGN SHOP
DRAWINGS FOR REVIEW & APPROVAL BY
THE LANDSCAPE ARCHITECT.
2-16d GALV.
COMMON NAILS
@ EA. JOIST (TYP.)
2X10 TREATED JOISTS
@ 16" O.C. MAX.
NOTCH 2X10 AS REQ'D 1
2X4 LEDGER (CONT.)
NAIL 2X4 LEDGER TO 2X12 BEAM
W/12 -10d GALV. COMMON NAILS
@ 6" O.C. (TYP.)
W.L.
8"0 SOUTHERN PINE
TIMBER PILE @ 1U -D"± O.C.
FINISHED GRADE
2-5/8"0 A307 GALV. BOLTS.
@ CENTER OF EA, 4X4 POST
TOE NAIL 2X10 TO 2X12 BEAM
W/2 -10d GALV. COMMON NAILS
EA. SIDE OF 2X10
2X6 TREATED DECKING BOARD
W/ 1/8" GAP MAX.
ul
IN
2X12 TREATED z
BEAM (TYP.)
3-5/8"0 A307 GALV.
'BOLTS. @ EA. PILE
w
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TYPICAL SECTION—
SCALE: 11T
ECTIONSCALE:1l2" =1'
TYPICAL BOARDWALK DETAILS
FOR PEDESTRIAN PIER AT
OUTFITTER'S CLUB
2X6 TREATED DECKING BOARD
V-0" CLEAR WALKWAY
I 2X10 TREATED JOISTS @ 16- O.C. MAX.
2X12 TREATED
FASCIA BOARD
TYPICAL SECTION (WITHOUT HANDRAIL)
SCALE: 112"= 1'
FINISHED GRADE
1'-9"
EAVE
DECK
PLATFORM AT PEDESTRIAN PIER
SCALE: 3/8"= 1
V-9"
EAVE
8
SECTION, TYPICAL ACCESS
PLAN, & TYPICAL SECTION (WITH
DR METERIALS AND DIMENSIONS.
SOUTHERN PINE POLE
'RACTOR IS RESPONSIBLE FOR
ENGINEERED DESIGN SHOP
DRAWINGS FOR REVIEW & APPROVAL BY
THE LANDSCAPE ARCHITECT.
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PROJECT: SHP-05124.210 05.05.08
REVISIONS: DCM COMMENTS 08.01.08
0 DCM COMMENTS 09.17.08
i
DRAWN BY: TMH
CHECKED BY: LRZ
i
! CONTENT: MODIFICATION REQUEST FOR
'• MAJOR CAMA PERMIT #128-00
PROJECT DETAILS
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ZMARINA BASIN 7
8"0 SOUTHERN PINE
TIMBER PILE
BULKHEAD
5-16d GALV. COMMON NAILS
TYPICAL FINGER PIER PLAN
SCALE :1/2"= V
BOARDWALK ALONG
"—MARINA BASIN
2X6 TREATED DECKING
BOARD W/ 1/8" GAP MAX.
2-16d GALV. COMMON NAILS
@ EA. JOIST (TYP.)
2X10 TREATED JOISTS =
@ 16" O.C. MAX.
(NOTCH AS REO'D)
2X4 LEDGER (CONT.)
NAIL LEDGER TO BEAM
W/12 -10d GALV. COMMON
NAILS @ 6" O.C. (TYP.)
3-518" 0 A307 GALV. BOLTS
8"0 SOUTHERN PINE
TIMBER PILE @ 10'-O"± O.C.
2X12 TREATED BEAM (TYP.)
TOE NAIL 2X10 TO 2X12 BEAM W/2 -10d
GALV. COMMON NAILS EA. SIDE OF 2X10
I N
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M4
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MARINA BASIN
FINISH GRADE
z
tom! S
TYPICAL SECTION 'B'
SCALE :1/2" =1'
STANDARD MOORING HARDWARE TYPICAL FINGER PIER DETAILS
8"0 SOUTHERN PINE TIMBER PILE BULKHEAD - F 0 R MARINA BASIN BOAT SLIPS
SEE DETAIL
2X6 TREATED DECKING BOARD+ 5.0 SCALE: 1/2"= 1'
W/ 1/8" GAP MAX. NOTE: CONTRACTOR 15 RESPONSIBLE FOR SUPPLYING
_ ENGINEERED DESIGN SHOP DRAWINGS FOR REVIEW &
+4.0 2X10 TREATED JOISTS c i I — APPROVAL BY THE LANDSCAPE ARCHITECT.
@ 16" O.C. MAX. r
LI
2X12 TREATED BEAM (TYP.)
2X6 TREATED DECKING BOARD
h 9 Ve1 (
2X12 TREATED FASCIA BOARD +
�
+1.5 2X4 LEDGER (CONT.) //(
42"CLEAR WALKWAY
{ 16d GALV. COMMON NAILS
MSL 0.0 ( @ 2X12 BEAM TO 2X12 FASCIA (TYP.) , ;, f 1
(
2X12 TREATED FASCIA BOARD
I J, 2X10 TREATED JOISTS
— @ 16" O.C. MAX.
h-0.5
TYPICAL SECTION 'C' TYPICAL SECTION 'A'
SCALE :1/2"= V SCALE :1/2" =1'
I
MARINA BASIN
FINISH GRADE
r—�
1 I
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FINGER PIER - SEE DETAIL
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8'-0" (REFER TO PLAN FOR BOARDWALK LOCATIONS)
— 3'0 x 1/4" PLATE WASHER
CONCRETE CAP
ro
2X10 JOISTS @
16" O.C. MAX.
2X12 BEAM
2X4LEDGER
2X6 DECKING
FILTER FABRIC
COMPOSITE VINYL BULKHEAD
3x8 R.S. STRINGERS
9" BUTT PILING x 16' LONG
@ 6-W O.C.
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ENGINEERED DESIGN SHOP
DRAWINGS FOR REVIEW & APPROVAL BY THE LANDSCAPE ARCHITECT.
2. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE SOUTHERN
YELLOW PINE, GRADE No. 2, S4S, PRESSURE TREATED TO A MINIMUM 0.60
PCF ACO RETENTION.
3. UNLESS OTHERWISE SPECIFIED, TIMBER PILES SHALL BE SOUTHERN
YELLOW PINE CONFORMING TO ASTM STANDARD D-25, PRESSURE TREATED
IN ACCORDANCE WITH AWPA STANDARDS C-3 & C-18 TO A MINIMUM 0.60 PCF
ACO RETENTION.
4. UNLESS OTHERWISE SPECIFIED, ALL HARDWARE AND ALL ASSOCIATED
WASHERS AND NUTS SHALL BE ASTM A307 STEEL AND HOT DIPPED
GALVANIZED PER AASHTO SPECIFICATION M-232.
5. K.D.A.T. - KILN DRIED AFTER TREATMENT TO A 19% OR LESS MOISTURE
CONTENT.
+5.0
16d GALV. COMMON NAILS
@ 2X12 BEAM TO 2X12 FASCIA (TYP.)
2X12 FASCIA
8X8 POST
3"0 x 1/4" PLATE WASHER
8" BUTT PILE x T LONG
DEADMAN @ 6'-0" O.C.
(2) 2x8 R.S. x Z LONG
314"0 x 16 LONG
STEEL ROD @ 6-0" O.C.
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DATE
PROJECT: SHP-05124.210 05.05.08
REVISIONS: DCM COMMENTS 08.01.08
DCM COMMENTS 09.17.08
DRAWN BY: TMH _
CHECKED BY: LRZ
> CONTENT: MODIFICATION REQUEST FOR
i
' MAJOR LAMA PERMIT #128-00
PROJECT DETAILS
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DATE
PROJECT: SHP-05124.210 05.05.08
REVISIONS: DCM COMMENTS 08.01.08
DCM COMMENTS 09.17.08
i DRAWN BY: TMH
!
CHECKED BY: LRZ
> CONTENT: MODIFICATION REQUEST FOR
i
I- MAJOR CAMA PERMIT #128-00
BUILDING ELEVATIONS
o
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CP7

SHIP'S STORE - SIDE ELEVATION
SCALE: 3/16" =1'-0"
TYPICAL TOWNHOME BUILDING - FRONT ELEVATION
SCALE: 3/16" =1'-0"
SHIP'S STORE - FRONT ELEVATION
SCALE: 3/16" =1'-0"
SINGLE-FAMILY HOME - TYPICAL FRONT ELEVATION
SCALE: 3/16" =1'-0"
COTTAGE - TYPICAL FRONT ELEVATION
SCALE: 3/16" =1'-0"
BUNGALOW - TYPICAL FRONT ELEVATION
SCALE: 3/16" =1'-0"
NOTE: BUILDING ELEVATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE
REPRESENTATIVE OF THE TYPE OF STRUCTURES BUILT IN THIS DEVELOPMENT.
MANAGER: 05124-CP5
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DATE
PROJECT: SHP-05124.210 05.05.08
REVISIONS: DCM COMMENTS 08.01.08
DCM COMMENTS 09.17.08
DRAWN BY:
CHECKED BY:
CONTENT:
TMH
LRZ
MODIFICATION REQUEST FOR
MAJOR CAMA PERMIT #128-00
BUILDING ELEVATIONS

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SIGNED WETLANDS MAP
....... . ... . . .... ... .. ........ ... ...........__...
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LAYER MANAGER: 05124-BW2
DVIEW: 315 DEGREES