20061397 Ver 1_COMPLETE FILE_20060830

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
'-2aoCo - 13VAugust 17, 2006 i I
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MEMORANDUM: N V 2 2006
TO: Noelle Lutheran , cc LiT`r
401
Div. of Water Quality .
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: OIB East Developing Co. / Ocean Isle Development S/D
Project Location: off East Second St., adjacent to the AIWW in Ocean Isle Beach
Proposed Project: is to create a 194-lot S/D, elevated boardwalks and associated utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 9, 2006. If you have any questions regarding the proposed project,
please contact Debbie Wilson at [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
' ? cr-u.?t?;??rl
This agency approves of the project only if the recommended changes are
incorporated. See attached. '
This agency objects to the project for reasons described in the attached
i . _ comments.
SIGNED DATE - '
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50°o Recycled 110% Post Consumer Paper
?pF WATF19 Michael F. Easley, Governor
G William G. Ross Jr., Secretary
?? North Carolina Department of Em ironment and Natural Resources
Alan NV. Klimek, Y.E. Director
Division of Plater Quality
1\1E1\10RANDU1\I
DIVISION Or WATER QUALITY
TO: Doug Huggett, DCM Major Permits Coordinator
FROM: Noelle Lutheran, Environmental Specialist III ,^-
THROUGH: Edward Beck, Regional Supervisor Surface Water Protection Section
DATE: October 27, 2006
SUBJECT: . DWQ Project #20061397, 401 Water Quality Certification
PROJECT: Ocean Isle Development Subdivision
COUNTY: Brunswick
The subject project as proposed in the revised site plan received by the Wilmington Regional Office on September
15, 2006, does not require a 401 Water Quality Certification from the Division of Water Quality provided that
bridges are installed to provide access to lots 52, 60, 61, 64, 65, 68, 69, 73, and 74. The Division of Water Quality
requests that the Division of Coastal Management include the following conditions in the CAMA Major Permit:
Deed Restrictions that prohibit the filling ofjurisdictional wetlands and require the construction of an
elevated and supported bridge to provide access must be recorded for lots 52, 60, 61, 64, 65, 68, 69, 73,
and 74 prior to the sale of these lots.
The following deed notifications or similar tltechanlstn must be recorded prior to beginning land
disturbing activities for all other lots with jurisdictional wetlands and waters in order to assure
compliance for fixture wetland and water impact.
"A portion of this lot has been determined to meet the requirements for designation as a wetland,
stream or protected stream buffer. Airy subsequent fill or alteration of this area shall conform to
the requirements of the state rules adopted by the State of North Carolina in force at the time of
the proposed alteration. The intent of this provision is to prevent additional wetland, stream or
buffer filling or draining, so the propertyowner should not asstane that a future application for
filling or draining would be approved. The propertyowner shall report the name of the subdivision in any
applicationu pertaining to said rules. This covenant is untended to ensure continued compliance with all
rules adopted by the State of North Carolina and therefore the State of North Carolina may enforce
benefits. This covenant is to run with the land and shall be binding on all Parties and all persons claiming
under them".
cc: Kim Williams, Land Management Group
Ian McMillan, 401 Oversight/Express Review Permitting Unit
Dave Timpy, USACE Wilmington Office
Doug Huggett, DCM Morehead
Noelle Lutheran, DWQ WiRO (File copy)
Central Office
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] IntcmcU %k-%%w.nc??atcrquality.org NorthCaro/l/ina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper orth,Carol in
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DetMet Defiillg? }" ° .t? t ?,1 PePhlltlianE;Certa .'
Project Number: 20081397 Version: I Status: Issued LastActlonDesc Projactissued
*Project Name: Ocean Isle Development Co 'Proje ct Type: !Residential Subdivision
Project Desc: ;194-lot subdivision
"Owner: 'WIIIIamson, Decarol j l Details...
'''Received From: IDCM COE ID: 'Primary Counts Brunswick R
DOTTIP: "AdminRegion: ' Wilmington
Received Dt: !080012008 Reviewer. noelle.lutheran
Issued DI: 11 M712000
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Statutory Dt:
CAMA NEPAI SEPA Received Dt:
DCM Office: IDCM Wilmington Field Office i SW Plan Received Dt
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COE Office: Ington Regulatory Field Office;
8W Plan Approved Dt:
Public Notice Published Dt:

Last Updated By: kathy.rivera SW Plan Location: Public Notice Received Dt:

Last Updated On: 10!31/2008 p
Sewage Dis osal: P.N. Comment Period Ends Dt:
Sack -t1,y it I Close
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MCD R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Noelle Luthern - DWQ - Wilmington
Linda Lewis - DWQ - Wilmington
Dave.Timpy - USACE - Wilmington
Steve Everhart - NCWRC - Wilmington
Fritz Rodhe - NCDMF - Wilmington
Joe Henderson - State Property Office - Raleigh
Patti Fowler - Shellfish Sanitation - Morehead City
FROM: Richard S. Weaver - DCM, Morehead City
SUBJECT: revisions to OIB East Developing Co., in Brunswick County
Date: September 13, 2006
Please find attached a revised application and drawings for the above referenced project showing
the access bridges to the "upland islands". Could you please provide your comments for the
revised project to me via email ([e-mail]), fax [phone]) or mail (400
Commerce Ave, Morehead City, NC 28557). If you have any questions please give me a call at
252-808-2808. If you could please provide your comments to me by October 3, it would be
greatly appreciated. Thanks everyone.
?O
o ? ? 1p06
400 Commerce Ave., Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Cpportunity 1 Atf rmative Acton Employer - 501,16 Recycled 110°'o Post Consumer Paper
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September 6, 2006
TO: Mr. Rich Weaver
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
RE: OIB East Developing Co.
Dear Mr. Weaver:
?1l G.
Nlore,head City DCM
%'/ro/le: 9/O-4.S1-0001
0060
. (rrrrr.. l u/ rrr? .ire f
Thank you for your letter dated September 1, 2006 in which you request additional
information regarding the CAMA Major Permit application for the OIB East Developing
Company. Enclosed is a revised site plan that shows the location of bridges to be used to
gain access to the isolated uplands located within the tract. I have also enclosed a typical
cross section of the bridge, a revised Project Narrative, and a DCM MP-5 form that
describes the dimensions and placement of the bridges.
I hope this information adequately addresses your comments. Please let me know if you
need anything else. Thank you for your assistance with this project.
Sin ere y,
J ,II?
Kim Williams
Wetland Scientist
Encl.
C: Dr. DeCarol Williamson
Ms. LaDane Williamson
Mr. Alan Lewis, East Coast Engineering
SEP S - Z006
Form DCM-MP-1
Morehead City DCM
AIPPLlCATIO'N
(To be completed by all applicants)
1. APPLICANT
d. Is proposed work within city limits or
planning jurisdiction? X Yes No
a. Landowner:
Name OIB East Developing Co.
Address 2 Causeway Drive
City Ocean Isle Beach State NC
Zip 28469 Day Phone [phone]
Fax
b. Authorized Agent:
Name Kim Williams -
Land Management Group Inc
Address PO Box 2522
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any)Ocean Isle Development S/D
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
AIWW; Shallotte Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROTECT
a. List all development activities you propose
(e.g. building a home, motel, marina, bulkhead,
pier, and excavation and/or filling activities.
Construct 194 homes roads elevated walkways;
bridges
b. Is the proposed activity maintenance of an
existing project, new work, or both?_
New work
c. Will the project be for public, private or
commercial use? Private use
d. Give a brief description of purpose, use,
method of construction and daily operations of
proposed project. If more space is needed,
please attach additional pages. See attached
narrative
a. County Brunswick
b. City, town, community or landmark.
Ocean Isle Beach
e. Street address or secondary road number.
Off of Second Street; Ocean Isle Beach
OCT 2 O Z006
UENK - W0 EN OUALiTY
>,'nULMOM4 VQ11,01tk baN"
Revised 03195
SEP S - 2006
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
n. Describe location and type of di charge
waters of the state. (For exa 40pe Mlbity DCM
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Some surface runoff from individual residences
a. Size of entire tract - 50 ac
b. Size of individual lot(s) 0.11 ac - 0.77 ac
c. Approximate elevation of tract above MHW or
NWL 0' to T above MHW
d. Soil type(s) and texture(s) of tract
Corolla fine sand, Newhan fine sand, Bohicket
silly clay loam
e. Vegetation on tract Uplands are mostly cleared
with various graminoids; The uplands contain Pinus
taeda Quercus vir.Qiniana, Myrica Geri/era, Ilex
vomitoria; 404 wetlands contain Chatnaecyparis
thvoides, M. cerifera; Coastal wetlands contain
Spartina alternihora, S. patens, Juncus romerianus.
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan land
classification of the Site? (Consult the local land use plan)
X Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential
I. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
in. Describe existing wastewater treatment
facilities.
None existing
o. Describe existing drinking water supply
source.
None
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application
only) or other instrument under which the
applicant claims title to the affected properties.
If the applicant is not claiming to be the owner of
said property, then forward a copy of the deed
or other instrument under which the owner
claims title, plus written permission from the
owner to carry out the project.
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8 V2" by 11" white paper.
(Refer to Coastal Resources Commission Rule
710203 for a detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue-line prints or other larger plats are
acceptable only if an adequate number of quality
copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that
agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency
personnel unfamiliar with the area to
Revised 03/95
02
SEP R - 2006
Forin DCM-INIP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
* A Stornnvater Certification, if one is
necessary.
* A list of the names and complete addresses of
the adjacent waterfront (riparian) landowners
and signed return receipts as proof that such
owners have received a copy of the application
and plats by certified mail. Such landowners
must be advised that they have 30 days in which
to submit comments on the proposed project to the
Division of Coastal Management. Upon signing
this form, the applicant further certifies that such
notice has been provided.
Name Town of Ocean Isle Beach
Address 3 West Third Street; Ocean Isle Beach, NC 28469
Phone_ __ _ [phone]
Name M.H. Rourk c/o Marie Harrison
Address 422 Villaee Road; Shallotte, NC 28470
Phone
* A list of previous state or federal permits
issued for work on the project tract. Include
permit numbers, permittee, and issuing dates.
N/A
I understand that any permit issued in response to
this application will allow >a?'-OEid?y DCM
described in the application. The project wtl e
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State ofNorth
Carolina's approved Coastal Management
Program and will be conducted in a manner
consistent with such program.
I certify that I am authorized to grant, and do in
fact, grant permission to representatives of state
and. federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit
application and follow-up monitoring of the
project.
I further certify that the information provided in
this application is truthful to the best of my
knowledge.
This is the VL day of rr . , 20 0'-
Print
Name 6,, ,r let C. W.,IVA,,.,t -6.1
Signature ,
* A check for $450 made payable to the
Department of Environment and Natural
Resources (DENR) to cover the costs of
processing the application.
* A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A -1 to
10) If the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act.
CERTIFICATION AND PEWNHSSION
TO ENTER ON LAND
Landowner or uthorized Age
Please indicate attachments pertaining to your
proposed project.
_DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
Revised 03/95
Form DCM-I<IP-5
BRffDGES AND
CULVERTS
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
1. BRIDGES
a. Public Private X
R9 SEP 8 -2006
Morehead City Dom
g. Length of proposed bridge too', 70', 90',-90', 80',
120', 130', 175'
h. Width of proposed bridge 131-6"
1. Height of proposed bridge above wetlands
Minimum of 3'
Will the proposed bridge affect existing water
flow? Yes X No
b. Type of bridge (construction material)
Wooden beams and pilings
c. Water body to be crossed by bridge
Wetlands within Shallotte Sound
d. Water depth at the proposed crossing at MLW
or NWL N/A
e. Will proposed bridge replace an existing
bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath
existing bridge
(4) Will all, or a part of, the existing bridge
be removed? (Explain)
k. Navigation clearance underneath proposed
bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands
containing no navigable waters? X Yes No
If yes, explain Brid,,es will be used for
drivewav access to upland islands and will cross
f. Will proposed bridge replace an existing
culvert(s)? Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MI-IW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
wetlands with little or no standing water.
n. Have you contacted the U.S. Coast Guard
concerning their approval? Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCDI-AII'-5
2. CULVERTS
a. Water body in which culvert is to be placed-
N/A
b. Number of culverts proposed N/A
c. Type of culvert (construction material, style)
N/A
d. Will proposed culvert replace an existing
bridge? Yes No N/A
If Yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath
existing bridge
(4) Will all, or a part of, the existing bridge
be removed? (Explain)
e. Will proposed culvert replace an existing
culvert? Yes No N/A
If Yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MHWW or NWL
(4) Will all, or a part of, the existing culvert
be removed? (Explain)
f. Length of proposed culvert N/A
g. Width of proposed culvert N/A
h. Height of the top of the proposed culvert above
the MEW or NWL N/A
1. Will the proposed culvert affect existing water
flow? Yes No N/A
If yes, explain
. Will the proposed culvert affect existing
navigation potential? - Yes - No N/A
If yes, explain
SEP 3 - 2006
3. EXCAVA M V WW jJ*D `M
a. Will the placement of the proposed bridge or
culvert require any excavation below the MI-IW
or NWL? Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in
cubic yards
b. Will the placement of the proposed bridge or
culvert require any excavation within: No
Coastal Wetlands SAVs Other
Wetlands If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
c. Will the placement of the proposed bridge or
culvert require any highground excavation?
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
d. If the placement of the bridge or culvert
involves any excavation, please complete the
following: N/A
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission
from the owner.
Revised 03195

SEP 8 - 2006
Form DCM-i1IP-5
b. Will the propose?d. ppro.g- t require the
relocation of anyexistin?4Sl?l1r"eIQaadL sD%M
X No
(4) Will the disposal area be available for
future maintenance? Yes No N/A
(5) Does the disposal area include any
coastal wetlands (marsh), SAVs, or other
wetlands? Yes No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area
below the MHW or NWL?
Yes No
e. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
below 1VIHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
within:
-Coastal Wetlands_SAVs X Other Wetlands
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill Pilings for bridge support
g. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material material described in Item d. above) to be
placed on highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any
mitigation?
Yes X No
If yes, explain in detail
If yes, explain in detail
c. Will the proposed project require the
construction of any temporary detour structures?
Yes X No
d. Will the proposed project require any work
channels? Yes X No
e.. Ilow will excavated or fill material be kept on
site and erosion controlled? Silt fences:
designated work corridors.
f. What type of construction equipment will be
used (for example, dragline, backhoe or hydraulic
dredge)? Pilings will be jetted into ground
g. Will wetlands be crossed in transporting
equipment to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Logging mats, identified
work corridors
h. Will the placement of the proposed bridge or
culvert require any shoreline stabilization?
Yes X No
If yes, explain in detail
Oct",, I ?A 'IN VJOI +Mt A S/I>
Applicant or Project Name .
Signature /
9'G 16 b
Date
Revised 03/95
s
2006
Project Narrative
Ocean Isle Development Subdivision
OIB East Developing Company
Ocean Isle Beach, NC
Brunswick County, NC
I. INTRODUCTION
Morehead City DCM
The applicant, OIB East Developing Company, proposes to construct a residential
subdivision with 194 single-family lots and associated roads within the ninety-one acre project area,
located at the east end of Ocean Isle Beach, NC. In addition, the applicant plans to create a walking
trail with elevated pedestrian bridges that will connect several upland islands located in common
areas.
II. EXISTING CONDITIONS
The 91-acre project area is located at the east end of Ocean Isle Beach in Brunswick County,
North Carolina. It is bound by Second Street to the south, Lee Street to the west, Shallotte Boulevard
to the east, and Shallotte Sound to the north (Sheet 1). The tract is located within an Ocean Hazard
Area of Environmental Concern (as is the entire island of OIB). Existing high ground elevations are
2' to 7' above MLW (Sheet 2). Freshwater and coastal wetlands exist along the northern property
boundary (Sheet 3). Coastal wetlands are vegetated by Spartina alterniflora, S. patens, and Juncus
romerianus and freshwater wetlands contain Chantaecyparis thyoides and Myrica cerifera. Uplands
have been mostly cleared of vegetation and contain a variety of graminoids. Soils consist of Bohicket
silty loam in the coastal wetlands, Corolla fine sand in the freshwater wetlands, and Newhan fine
sand in the uplands (Sheet 4). The CAMA Land Use Plans for Ocean Isle Beach classify this area as
conservation and urban transition and it is zoned residential by the Town of Ocean Isle Beach.
1
BEN 8 - 2006
Morehead City pCM
III. PROJECT DESIGN AND OBJECTIVES
The applicant proposes to construct a residential subdivision with 194 single-family lots and
associated roads within the tract (Sheets 5 - 10). These lots will range between 0.11 acre and 0.77
acre in size. Nine of the lots are comprised of uplands islands (Lots 52, 60, 61, 64, 65, 68, 69, 73,
and 74). The applicant proposes to provide access to these isolated uplands by constructing piling-
supported wooden bridges. The bridges will be 13'-6" wide. Utilities to these lots will be provided
by directionally drilling under wetlands. Furthermore, the applicant plans to create a trail with
elevated wooden bridges that will connect several upland islands that are located in common areas.
Twenty-eight pedestrian bridges will be constructed with a total length of approximately 1600 feet.
Each bridge will be five feet wide and will be at least three feet above the wetland substrate (Sheet
11).
IV. POTENTIAL ENVIRONMENTAL IMPACTS
The proposed project will have minimal environmental impact. No wetland impacts are
proposed. Utilities to lots located within the uplands islands will be directionally drilled under
wetlands to avoid impacts. Access to isolated upland islands located within the tract will be provided
by elevated piling-supported bridges. Silt fences will be used around the construction area to reduce
the potential of secondary impacts to wetlands from erosion during construction. In addition, logging
mats will be used when construction equipment crosses freshwater wetlands. Therefore, based on
proposed construction measures, the direct and cumulative impacts from the proposed project are
considered insignificant.
2

0
?2.
0
0
E
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L_J Li l L-J
TYPICAL SECTION THROUGH VEHICLE BRIDGE
00 ?sA
t
a
0
ate - fiJ
OVER WETLANDS'
NOT TO SCALE
* DETAIL IS FOR PERMITTING ONLY. BRIDGE IS TO
BE DESIGNED BY A STRUCTURAL ENGINEER PRIOR
TO.CONSTRUCTION.
SHEET 11 A OF 11
CAMA MAJOR PERMIT APPLICATION
t
I
r ^ az?E So?AD
-'" ZONE AE
(EL. 15) ,S Iv
S
t
ACCE
Easement
.- '-"- - SHEET 10 ? I I
Normal High Wat r
,. Ap r xim oastal Wetland me • • •
? f Ott N I
FROM FEMA FIRM MAP ( t e
„ Proposed Elevated vays
Y / 0
SHEET
Normal High Water
- L
'mit of Ocean Hazard AEC
' ... :?' r.::':' I'-
ZONE VE SHEET
r r.'. ?r
Limits of 75 .
Estuarine 1 a
ZONE AE (EL 16) -
u,w. e i `" y? ",l- ?_.
t °
RD
(EL. 15) Shoreline AEC .' .. .:.:'.'.':.•.• ?'••':.
4 e • '!
: Vin. .:.•..... ) J A i ° -
Approximate Co stal etiand
L45 elands ° < ° er?:?• - G tP I
N
E AE
(EL. 16) 39 Coastal Welland Bu er •:. , - ' _ ® {I(' -
. / •i v ° ° a ?il
f AWE ° " • i c i - _ .? ,?""
Easement
", tirY
ormal High Water 7-7
I
T-First Line of Stable Vegetation
i
Limns of 75' Estuanne
i 404 Wetlands Shoreline AEC ,. f. n ' r• V.. , , ?.?---?' 1
ONE VE
t e
EL 17)
t ? ° . • ° ?' _ ?, i' .?.? •'-?"-,1.1.1 t •' n
j-
?, oNEUE SEP 8 2006
sLUNE VE t1 t / (EL 23)
(EL 1s) ZONE VE Morehead
City DCM
(EL 21)
ZONE.
s
Limits of Ocean Hazard AEC SCALE: 1 tl = 400t
First Line of Stable Vegetation LAMA Major PermitAppGCation
V .
SHEET 5 of 11 revised May 2006; July 2006' September 2006
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Bruce Marek, P.E. HECEIVEp
P. o. Box 3069 DCM WILMINGTON
Bald Head Island, NC 28461 NC
910-457-7517 AUG 2 6 2006
August 25, 2006
Mr. Ed Brooks
NCDENR Division of Coastal Management
127 Cardinal Drive Extension, Wilmington, NC 28405
Re: Letter of Refinement for Bald Head Island Limited CAMA Permit #208-86 Jetty Extension
Dear Mr. Brooks:
Enclosed are 13 copies of drawing J 1 sealed and dated 8/25/06 prepared in support of Bald Head
Island Limited's existing permitted 100' extension of the south jetty to Bald Head Island Marina. The
extension was first permitted several years ago (1986) and continuously kept in permit #208-86. Bald
Head Island Limited has an active Corps of Engineers Letter allowing this jetty extension, dated
January 28, 2004 and expiring on December 31,2008, based on the 10th renewal to the CAMA Permit.
Per conversations, you wanted updated information on the Cape Fear River Shipping Channel .
This submittal is a replacement for my March 16, 2006 minor mod submittal(s) that included channel
deepening and marina deepening to -12 MLW as well as providing details for extending the jetty and
including a 6' "jetty walk" with a fishing deck at the end. After discussing your comments about
dredging the channel to the spoil island (required from station 8 eastward into the marina) with Mr.
Mitchell, it seemed too for in advance of the next scheduled marina basin dredging project. Of
course, one hurricane can change the timing sequence of any purported schedule. The barge and
ferries need to use the marina, and the slip owners sure like to use their boats.
The jetty extension will provide for wave and current relief for vessels entering the harbor. The newer
ferry boats are 82' long catamarans, and the 100' extension will provide an extra boat length of shelter
on a flood tide or from southwesterly waves.
have looked at three sources for the information in regards to the shipping channel location. GPS
latitude/longitude information from one of the ferries, converted to state plane coordinates: from
chart data on the channel width and buoy locations; and from 2005 McKim and Creed survey data.
Green Buoy #13A appears to be at least 2100 It from the existing end of the Bald Head Island Marina
jetties. From Chart Data, the shipping channel is 230 yards wide = 690'. That would put the eastern
edge of the channel at 1400' from the existing channel end, or 1300' from the jetty extension end.
From underwater survey data along South Beach that was gathered for the Village in 2005, it looks like
the channel is closer to 1000 wide. That would put the east edge 1100 It off of the existing jetty.
Presumably, the Corps of Engineers has a bit more accurate channel location. From our island map,
which is based on NAD 27, 1 get the centerline of the jetty mouth as E2302933.4, N47917.8.
Latitude/Longitude of N33deg52'39.5", W78deg00'06.6' is a rounded approximation.
If you have any questions and/or comments, please call me at 910-457-7517. Thanking you in
advance for attention to this matter. 410bollf4
%1H CgR?I
Respectfully, jr?OFESS/0,y'/
SEAL
5z 6
Bruce Marek, P.E. %
For Bald head Island Planning Department
Cc Jim Henry, Director, BHI Planning & Development, M. Kent Mitchell, CEO ???,,?,??,•:•?NEE(?P??`,•.
??, AMES M ,.?`
MCDER
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Chades S. Jones, Director William G.
TO: Rich Weaver
Permits Section, DCM
FROM: E. F. Brooks
Field Represcnt? , DCM
THROUGH: James H. Gregson?
District Manager, Wilmington, DCM
DATE: 9/12/06
Ross Jr., Secretary
ILLY! 3?,? ?J ? I
]} i? ?Kt/ ,.:..J?M yam" ??.,a ,q l
pity pcm
SUBJECT: Request to construct an extension to the Bald Head Island Marina entrance channel
stabilization wall (southside)
State Permit # 208-86
Bald Head Island Limited, LLC
Bald Head Management, LLC has requested to construct the extension to the Bald Head Island Marina
entrance channel south jetty that was authorized in the original 1986 permit, but was never constructed. The
applicant states that with the acquisition of two larger (82') catamaran ferries, the jetty extension is now
warranted to provide additional wave and current protection for the ferries. Given the amount of time since
the issuance of the original permit, as well as, changes in the location of the adjacent federally maintained
Cape Fear River channel, staff asked the applicant to provide updated project drawings for review by
applicable agencies prior to re-authorizing construction of the proposed jetty extension.
The applicants propose a jetty extension of 100 feet, at .a 10-degree angle from the end of the existing south jetty.
The jetty wall would be constructed of reinforced concrete sheet piles, supported by batter piles, 10 feet on
center. The majority of the batter piles would be located on the north side (channel side) of the jetty, except that
the last 20 feet of the jetty would be supported by batter piles on both sides of the wall. The base of the jetty
extension would be further stabilized by the placement of large rock/rip rap on both sides the jetty wall. The
applicant also proposes to install a new navigational light and dolphin cluster, approximately 20 feet waterward of
the end of the new jetty extension.
The applicant states that by their calculation, the edge of the federal channel is approximately 1100 feet from the
existing jetties. This calculation is based on navigational chart data and GPS measurements taken from one of the
ferries, rather than from channel survey information. These distances from the federal channel should be verified
by the US Army Corps of Engineers, as well as, any other navigational impacts or issues that might arise from
the construction of the proposed jetty extension.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: nccoastalmanagement. net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
Bald Head Island, LLC
Page 2
Please route the attached project drawings and your request for comments to those review agencies that you
feel would need to confirm that the project continues to be consistent with the original authorization and
permit condition and/or are additional conditions warranted.
cc: Wilmington file
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: nccoastalmanagement. net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
YV???fIV?
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
TO: Rich Weaver
Permits Section, DCM
FROM: E. F. Brooks
. Field Representative, DCM
THROUGH: James H. Gregson
District Manager, Wilmington, DCM
DATE: 9/13/06
SUBJECT: Request to construct an extension to the Bald Head Island Marina entrance channel stabilization
jetty (southside)
State Permit # 208-86
Bald Head Island Limited, LLC
This office provides the following comments with respect to the above referenced request:
1. Although the original project was proposed as a water-dependent structure (entrance channel
stabilization & vessel protection) the jetty extension, as do the existing jetties, will function as a
groin along the Cape Fear River shoreline. There is the potential for erosion effects along the down-
drift shoreline.
2. The jetty extension will affect the existing "by-pass" operation by relocating waterward, the
excavation area located on the south side of the existing jetty. The applicant assumes that there will
be an extended period of time before the sand builds up on the south side of the jetty extension to the
extent to require by-pass excavation and sand placement to the existing groin field (north shoreline),
and therefore has not completed sediment compatibility tests for the new excavation area. Any
authorization to construct should include a stipulation that future by-pass excavation is suspended
until sand compatibility testing has been completed and the permit modified to reflect the new
dredging area.
cc: Wilmington file
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled \10% Post Consumer Paper
JETTY EXTENSION DETAIL
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6
RE: CAMA permit: Ocean Isle Development SD
f ,
Subject: RE: CAMA permit: Ocean Isle Development SD
From: "Kim Williams" <[e-mail]>
Date: Wed, 30 Aug 2006 07:50:35 -0400
To: "Laurie Dennison" <[e-mail]>
Hi Laurie
I am so sorry about the delayed response to your email
for this project is Dr. DeCarol Williamson.
Thanks so much for your help with this project!
Kim Williams
O?
CIF ??
?as "?'?• y. ?
200
?osl rt;?, 6
F
The applicant
-----Original Message-----
From: Laurie Dennison [mailto:laurie.j.dennisongncmail.net]
Sent: Thursday, August 24, 2006 7:56 AM
To: [e-mail]
Subject: RE: CAMA permit: Ocean Isle Development SD
DWQ is in need of an individual's name associated with OIB East
DEveloping Co (as permit owner/applicant) to enter the CAMA permit
application for Ocean Isle Development Subdivision into the database.
Please reply to this email with that information at your earliest
convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
i
1 of 1 8/30/2006 8:47 AM
RE: CAMA permit: Ocean Isle Development SD
1W 4
Subject: RE: CAMA permit: Ocean Isle Development SD
From: Laurie Dennison <[e-mail]>
Date: Thu, 24 Aug 2006 07:55:58 -0400
To: [e-mail]
DWQ is in need of an individual's name associated with OIB East DEveloping Cc (as
permit owner/applicant) to enter the CAMA permit application for Ocean Isle
Development Subdivision into the database. Please reply to this email with that
information at your earliest convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
Lp.?, g 102 L\ ` O lD 4 5 \ U o 1.0.12- `oaa
1 of 1 8/24/2006 8:30 AM
0 49 9
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
R?D
August 17, 2006 p
A (r' ' 2000
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: OIB East Developing Co. / Ocean Isle Development S/D
Project Location: off East Second St., adjacent to the AIWW in Ocean Isle Beach
Proposed Project: is to create a 194-lot S/D, elevated boardwalks and associated utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 9, 2006. If you have any questions regarding the proposed project,
please contact Debbie Wilson at [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
t`
An Equal Opportunity \ Affirmative Action Employer - 50% Recyded \ 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: OIB East Developing Co. / Ocean Isle Development Subdivision
2. LOCATION OF PROJECT SITE: Site is located off East Second Street, between Lee Street and
Shallotte Boulevard, adjacent to the Atlantic Intracoastal Waterway, within the Town of Ocean Isle
Beach, in Brunswick County
Photo Index - 2000: 1-10; I-O, 1-22 1993: 2-28; F-O, 1-21; 2-30; G-P, 10-24
1995: 1-10; H-0, 1-14; 1-11; H, 15-24, I, 12-24, J, 10-24, K-P, 8-24
State Plane Coordinates - X: 2178045 Y: 53085 GPS - N0725I SA
Latitude: 33°53'39.85503"N Longitude: 78°24'48.27120"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/19/06, 07/25/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Complete on 07/14/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Town of Ocean Isle Beach
Land Classification From LUP - Conservation, Transitional
(B) AEC(s) Involved: OH, ES, EW, CW
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- None
Planned- Connection to municipal system
(F) Type of Structures: Existing- None
Planned- 194-lot subdivision associated utilities, driveways and elevated
pedestrian walkways.
(G) Estimated Annual Rate of Erosion: 2-4.5 feet per year
Source - LTAASCR 1998 update
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD FILLFD nTHF.R
(A) Vegetated Wetlands (§404)

(B) Non-Vegetated Wetlands (Open
Water) 8,000 s . ft.
shaded

71
(C) Other - Highground disturbance 44 acres
(disturbed)
(D) Total Area Disturbed: 44 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-HQW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to create a 194-lot subdivision, elevated boardwalks
and associated utilities.
Ocean Isle Development Subdivision
August 14, 2006
Page 2
9. PROJECT DESCRIPTION
The project site is located at the east end of Ocean Isle Beach, adjacent to Second Street, between Lee
Street and Shallotte Boulevard, in Brunswick County. To get to the site from Wilmington take US Hwy
17 South approximately 28 miles to Ocean Isle Beach Road SW. Turn left onto Ocean Isle Beach Road
and travel approximately 4 miles to Ocean Isle Beach. Turn left onto East 2nd Street and travel
approximately 4.5 miles to the intersection of Lee Street and East 2"d Street. The project site is located
on the left (north) side of East 2nd Street and extends eastward to Shallotte Boulevard, and the project
borders the Atlantic Intracoastal Waterway on the north side.
The property consists of approximately 125.7 acres above MHW, including approximately 65.33 acres
of §404 and coastal wetlands. The highground portion of the site is vegetated with various grass species
including: Salt Meadow Grass (Spartina patens), Sea Oats (Uniola paniczdata), Cacti, Southern Wax-
myrtle (11yrica cerifera), and sparsely wooded with Loblolly Pine (Pines taeda), Live Oak (Quercus
virginiana), Yaupon Holly (Ilex vomitoria), and Eastern Redcedar (Juniperus virginiana). The
highground portion of the property has an elevation of approximately 6.5 feet above mean sea level.
There is an existing large dune located at the western end of the project, which has an approximate
elevation of 29 feet above mean sea level but is not located within the Ocean Hazard AEC. Almost the
entire length of the northern property boundary consists of jurisdictional §404 Wetlands fringed by
coastal wetlands. Wetland vegetation consists primarily of Wax Myrtle (11yrica cerifera), Black Needle
Rush (Juncus roemarianus), Sea Lavender (Limonium spp.), Spike Grass (Distichlis spicata), Glasswort
(Salicornia sl-)p.) and Smooth Cordgrass (Spartina alternijlora). The coastal wetland areas consist of
mixed high and low marsh areas of varying size and composition.
The long-term average annual erosion rate for the area from Lee Street to approximately 300 feet east of
Charlotte Street is 2 feet per year. The 100-year storm recession line for this area is 300 feet, creating a
total Ocean Erodible AEC of 420 feet. The remaining eastern portion of the Island has an erosion rate of
4.5 feet per year. The 100-year storm recession line for this area is 300 feet, creating a total Ocean
Erodible AEC of 570 feet. A portion of the project is also located within the High Hazard Flood AEC as
indicated by zones V1-30 on the Flood Insurance Rate Maps of the Federal Insurance Administration.
Setbacks in this portion of Ocean Isle Beach are measured from a static or fixed vegetation line. This
vegetation line represents the first line of stable natural vegetation that existed prior the large-scale spoil
deposition project. The vegetation line was surveyed by the North Carolina Geodetic Survey Unit on
February 7, 2001. With a 2 feet per year erosion rate, small structures must be set back a distance of 60
feet landward from the surveyed first line of stable natural vegetation. Large structures
must be set back 180 feet from this line. The areas which have a 4.5 feet per year erosion rate, small
structures must be setback a distance of 135 feet landward from the surveyed first line of stable natural
vegetation and large structures must be setback 240 from this line. The proposed development at the
closest point will be approximately 210 feet from the surveyed static vegetation line.
The Ocean Isle Beach Land Use Plan classifies the uplands of the project site as Conservation and Urban
Transitional. The waters of Shallotte Sound adjacent to the project area are classified "SA-TI W" by the
North Carolina Division of Water Quality. The area is designated as a Prima?-y Nursery Area by the
North Carolina Division of Marine Fisheries, and is open to the harvesting of shellfish.
Ocean Isle Development Subdivision
August 14, 2006
Page 3
PROPOSED PROJECT
The applicant is proposing to create a 194-lot subdivision, elevated boardwalks and associated utilities.
There would be approximately 5,529 linear feet of streets (see sheet C15 for typical cross section) and
approximately 21,779 sq. ft. of sidewalks. The individual lots will range in size from approximately 0.11
acre to 0.77 acre with a proposed density of 0.26 units per acre. No individual dwelling units are
proposed as part of the application package. As such, each individual property owner proposing to
develop within any AEC would be required to obtain his/her own individual CAMA permit. There is no
proposed development within the 75' Estuarine Shoreline AEC or the 30' Coastal Shoreline Buffer.
Development on nine of the lots (Lots 52, 60, 61, 64, 65, 68, 69, 73, and 74) would be located on upland
islands encompassed by §404 Wetlands. The applicant states that it will be the responsibility of these
individual lot owners to obtain the proper permits to gain access to these islands. The applicant is
proposing to provide the utilities to these lots by directionally drilling under the §404 Wetlands.
The applicant is also proposing a walking trail comprised of twenty-eight (28) elevated pedestrian
bridges with a total length of approximately 1600 feet that will connect numerous upland islands located
in the common area along the northeastern boundary of the project. Each bridge will span §404
Wetlands and will be five feet in width and at least three feet above the wetland substrate.
10. ANTICIPATED IMPACTS
The proposed subdivision, installation of the roads, utilities and stormwater measure would disturb
approximately 44 acres of highground. The proposed elevated walkways would result in the shading of
approximately 8,000 sq. ft. of §404 Wetlands.
A State Stormwater Permit (No. SW8060441) is pending. by the Division of Water Quality, for a low-
density subdivision. A Wastewater Collection Extension System Permit (Permit No. WQ0029633) was
issued to the Town of Ocean Isle Beach, for the proposed subdivision sewer lines and lift station, on July
28, 2006, by the Division of Water Quality. The Division of Land Quality issued a Letter of Approval
for the Sedimentation and Erosions Control Plan (BRUNS-2006-393), on May 18, 2006.
Submitted by: Debra Wilson Date: August 14, 2006 Office: Wilmington
Form DCM-MP-1
ARIP'LICATION
(To be completed by all applicants)
c. Street address or secondary road number.
1. APPLICANT Off of Second Street; Ocean Isle Beach
a. Landowner:
Name OTB East Developing Co.
Address -2 Causeway Drive
City Ocean Isle Beach State NC
Zip 28469 Day Phone [phone]
Fax NIA
b. Authorized Agent:
Name Kim Williams -
Land Manaeement Group, Inc.
d. Is proposed work within city limits or
planning jurisdiction? X Yes No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
AIWW; Shallotte Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose
(e.g. building a home, motel, marina, bulkhead,
pier, and excavation and/or filling activities.
Construct 194 homes, roads, elevated walkways
Address PO Box 2522
City Wilminizton State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any)Ocean Isle Development SID
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
b. Is the proposed activity maintenance of an
existing project, new work, or both?_
New work
c. Will the project be for public, private or
commercial use? Private use
d. Give a brief description of purpose, use,
method of construction and daily operations of
proposed project.. If more space is needed,
please attach additional pages. See attached
narrative
PROJECT
a. County Brunswick
llv
b. City, town, community or landmark. AUG 2 1 2006
Ocean Isle Beach ,r
GH
Revised 03/95
RECEIVED
DCM WILMINGTON, NC
MAY 0 5 2006
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract - 50 ac
b. Size of individual lot(s) 0.11 ac - 0.77 ac
c. Approximate elevation of tract above M1-1W or
NWL 0' to 7' above MHW
d. Soil type(s) and texture(s) of tract
Corolla fine sand, Newhan fine sand, Bohicket
silty clay loam
e. Vegetation on tract Uplands are mostly cleared
with various eraminoids, The uplands contain Pinus
taeda Ouercus viriziniana, Myrica cerifera, flex
vomitoria: 404 wetlands contain Chamaecyparis
thvoides, M. cerifera; Coastal wetlands contain
Spartina alterniflora, S. patens. Juncus romerianus.
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan)
X Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential
I. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
in. Describe existing wastewater treatment
facilities.
None existing
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Some surface runoff from individual residences
o. Describe existing drinking water supply
source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application
only) or other instrument under which the
applicant claims title to the affected properties.
If the applicant is not claiming to be the owner of
said property, then forward a copy of the deed
or other instrument under which the owner
claims title, plus written permission from the
owner to carry out the project.
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8 ''/2" by I V white paper.
(Refer to Coastal Resources Commission Rule
7J.0203 for a detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue-line prints or other larger plats are
acceptable only if an adequate number of quality
copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that
agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency
personnel unfamiliar with the area to
RECEIVED
DCM WILMINGTON, NC
Revised 03/95 MAY 0 5 2006
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
* A Stormwater Certification, if one is
necessary.
* A list of the names and complete addresses of
the adjacent waterfront (riparian) landowners
and signed return receipts as proof that such
owners have received a copy of the application
and plats by certified mail. Such landowners
must be advised that they have 30 days in which
to submit comments on the proposed proj ect to the
Division of Coastal Management. Upon signing
this form, the applicant further certifies that such
notice has been provided.
Name Towm of Ocean Isle Beach
Address 3 West Third Street: Ocean Isle Beach, NC 28469
Phone [phone]
Name M.H. Rourk c/o Marie Harrison
Address 422 Villaee Road: Shallotte, NC 28470
-Phone
* A list of previous state or federal permits
issued for work on the project tract. Include
permit numbers, permittee, and issuing dates.
N/A
* A check for $450 made payable to the
Department of Environment and Natural
Resources (DENR) to cover the costs of
processing the application.
* A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1 to
10) If the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act.
CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Revised 03195
I understand that any permit issued in response to
this application will allow only the development
described in the application. The project will be
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State ofNorth
Carolina's approved Coastal Management
Program and will be conducted in a manner
consistent with such program.
I certify that I am authorized to grant, and do in
fact, grant permission to representatives of state
and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit
application and follow-up monitoring of the
project.
I further certify that the information provided in
this application is truthful to the best of my
knowledge.
This is the 54- day of , 20 06 .
Print
Name Vti.,.6V1«
Signature- F-
Landowner or Authorized Agent
Please indicate attachments pertaining to your
proposed project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
RECEIVED
DCM WILMINGTON, NC
MAY 0 5 2006
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
If yes, date submitted 04/28/06
i. Describe proposed method of sewage disposal.
Town of OIB system
a. Type and number of buildings, facilities, units
or structures proposed 194 homes
b. Number of lots or parcels 194 lots
c. Density (give the number of residential units
and the units per acre) 194 units; 0.26 units/ac
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. - 15 acres
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing
activity begins. If applicable, has a sedimentation
and erosion control plan been submitted to the
Division of Land Resources? X Yes No
If yes, date submitted 4/28/06
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Asphalt
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the case
of an Outstanding Resource Water, to be covered
by impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. None
h. Projects that require a CAMA Major
Development Permit may also require a
Stormwater Certification. Has a site development
plan been submitted to the Division of
Environmental Management for review?
X Yes No
Revised 03/95
j. Have the facilities described in Item I. above
received state or local approval? Yes
(Attach appropriate documentation)
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
None; impervious surfaces will be over 75' from
MHW; surface run-off from roof of residence will
be absorbed by surrounding soil
1. Describe proposed drinking water supply
source (e.g. well, community, public system, etc.)
Brunswick County water supply
m. Will water be impounded? Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Oct., We-
App ant or rolect ame
C
ig ature
ate
RECEIVED
DCM WILMINGTON. NIC
MAY 0 5 2006
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application which relate to this proposed project.
a. Dock(s) and/or Pier(s) N/A
(1) -Commercial Community--Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL,
or wetlands
e. Mooring buoys N/A
Revised 03195
(1) Commercial Community_
Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings,
etc.) N/A
(1) -Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Elevated wooden walk-ways will be constructed
overwetlands to connect upland islands located in
common areas. These walkwavs will be 5' wide.
These elevated structures will be at least 3' above
the veeetative substrate. Please note these
walkways will not be constructed overpublic trust
waters.
Oct" Isle l eveldpme.-,:? Su.bd vI-sl^A-
Applicant or Project Name
Signature
S ?f ?6 6
Date
RECEIVED
DCM WILMINGTON. NC
MAY 0 5 2onq
Project Narrative
Ocean Isle Development Subdivision
OIB East Developing Company
Ocean Isle Beach, NC
Brunswick County, NC
1. INTRODUCTION
The applicant, OIB East Developing Company, proposes to construct a residential
subdivision with 194 single-family lots and associated roads within the ninety-one acre project area,
located at the east end of Ocean Isle Beach, NC. In addition, the applicant plans to create a walking
trail with elevated pedestrian bridges that will connect several upland islands located in, common
areas.
H. EXISTING CONDITIONS
The 91-acre project area is located at the east end of Ocean Isle Beach in Brunswick County,
North Carolina. It is bound by Second Street to the south, Lee Street to the west, Shallotte Boulevard
to the east, and Shallotte Sound to the north (Sheet 1). The tract is located within an Ocean Hazard
Area of Environmental Concern (as is the entire island of OIB). Existing high ground elevations are
2' to 7' above MLW (Sheet 2). Freshwater and coastal wetlands exist along the northern property
boundary (Sheet 3). Coastal wetlands are vegetated by Spartina alterniflora, S. patens, and Juncus
romerianus and freshwater wetlands contain Chamaecyparis thyoides and Myrica cerifera. Uplands
have been mostly cleared of vegetation and contain a variety of graminoids. Soils consist of Bohicket
silty loam in the coastal wetlands, Corolla fine sand in the freshwater wetlands, and Newhan fine
sand in the uplands (Sheet 4). The CAMA Land Use Plans for Ocean Isle Beach classify this area as
conservation and urban transition and it is zoned residential by the Town of Ocean Isle Beach.
RECEIVED
1 DCM WILMINGTON, NC
MAY 0 5 2006
III. PROJECT DESIGN AND OBJECTIVES
The applicant proposes to construct a residential subdivision with 194 single-family lots and
associated roads within the tract (Sheets 5 -10). These lots will range between 0.11 acre and 0.77
acre in size. Nine of the lots are comprised of uplands islands (Lots 52, 60, 61, 64, 65, 68, 69, 73,
and 74). It should be noted that it will be the responsibility of these individual lot owners to obtain
the proper permits to gain access to these islands. However, the applicant will be responsible for
providing utilities to these lots by directionally drilling under wetlands. Furthermore, the applicant
plans to create a trail with elevated wooden bridges that will connect several upland islands that are
located in common areas. Twenty-eight pedestrian bridges will be constructed with a total length of
approximately 1600 feet. Each bridge will be five feet wide and will be at least three feet above the
wetland substrate (Sheet 11).
IV. POTENTIAL ENVIRONMENTAL IMPACTS
The proposed project will have minimal environmental impact. No wetland impacts are
proposed. Utilities to lots located within the uplands islands will be directionally drilled under
wetlands to avoid impacts. Access to isolated upland islands located in common areas will be
provided by elevated piling-supported bridges. Silt fences will be used around the construction area
to reduce the potential of secondary impacts to wetlands from erosion during construction. In
addition, logging mats will be used when construction equipment crosses freshwater wetlands.
Therefore, based on proposed construction measures, the direct and cumulative impacts from the
proposed project are considered insignificant.
RECEIVED
DCM WILMINGTON, N(;
MAY 0 5 2006
2
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GrnN
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SAY 0J 5 2Q06
SCALE F'= 2.4 miles
Ocean Isle Development S/D Land Management Group, Ina
Ocean Isle Beach Finimunmbd Consultants Vicinity map
Brunswick County, NC
Wilmington, N.C.
CAMA Major Perrot Application May 2006 SHEET of
1'opoZone - "The Web's Topographic Map
Page 1 of 1
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DCM WILMINGTON, (K

!
( MAY 0 5 2006
4
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0 0.3 0.6 0.9 1.2 1.5 km
L,..
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Map center is 33.89860N, 78.4006°W (WGS84/NAD83)
Shallotte quadrangle
Projection is UTM Zone 17 NAD83 Datum
OCEAN ISLE DEVELOPMENT S/D
CAMA MAJOR PERMIT APPLICATION c-
C
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TOPOGRAPHIC MAP
SHEET ,2 OF 1 l
ly
I
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(EL. 15) SxALLOTTE
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- -
b "
ALL \t , 404 wetlands
FROM FEMA FIRM MAP _ r\
Proposed Elevated Walays /.)i A
Normal High Water SHEET
I - ?md of Ocean Hazard AEC .
ZONE VF SHEET?3
ZONE AE (EL. 16) ter., ?r 1 ,
Limits of 75' Estuanne
(..y.... , ! ] { ! T I / ( P - C ' I " I I + O? -
EL. 15) ShorelineAEC .. ?` ,? Z I%
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t b 4 ZCNE vE t (EL. 23)
°(EL. DCM WILMINGTON, NC
+ ZONE vE
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e JUL 1 4 2006
ZONE vE ?l )
Limits of Ocean Hazard AEC SCALB:1 tt ° 400t
t
y ` _ 1 First Line of stable Vegetation
SHEET S of t l CAMA Major Permit Application
1 - " .' .TIC OOEA? P Y - - revised May 2006; July 2006
A?LA;? o $4 s s OVERALL o PLAN
i EAST COAST ENGINEERING
z g=o OCEAN ISLE DEVELOPMENT {t . COMPANY, P.A.
0 FED p SUBDIVISION % 4918 Main Street- P.O.Box2469 324 Village Road. Suite C
Shaltone,NonhCazolina29459 LelandNorthCarolina 28451
tir
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7.1
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Approx. Coastal Wetland Line
404 Wetlands
Proposed Elevated Walkway
404,Wetlands
r-1
JUL I 'A LUU6..-
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ZONE AE
(EL. 16)
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JUG 14 2006
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SITE DEVELOPMENT P NS
FOR
nclA tIVtD
DCM WILMINGTON, NC
JUL 14 2006
OCEAN, ISLE DEVELOPMENT SUBDIVISION
OCEAN ISLE BEACH, BRUNSWICK COUNTY, NORTH CAROLINA
VICRMy"
NOT TO SCALE
e : i? n ? •, e
SHEET INDEX:
COVER SHEET
CI: OVERALL SITE PLAN
C2 WATERLINE, GRAVITY SEV ERLINE A PLAN/PROFILE
C3: WATERLINE, GRAVITY SEWERLINE B PLAN/PROFILE
C4: WATERLINE, GRAVITY SEWERLINE CI PLAN/PROFILE
C5: WATERLINE, GRAVITY SEWERLINE C2 PLAN/PROFILE
C6: GRAVITY -- r LINES D AND E PROFILE
C7: WATERLINE, GRAVITY SEWERLINES F AND G PLAN/PROFILE
C8:. STORMWATER AND EROSION CONTROL
C9: STORMWATER AND EROSION CONTROL
C1O: STORMWATER AND EROSION CONTROL
C11: STORMWATER AND EROSION CONTROL
C12: STORMWATER AND EROSION CONTROL
C13: STORMWATER AND EROSION CONTROL
C14: EROSION CONTROL DETAILS
C15: ROAD DETAILS
C16: WATER LINE AND SEWER LINE DETAILS
C17: LIFT STATION DETAILS
Ct& UTILITIES CONNNECTIONS
C19: UTILITIES CONNECTIONS
FYI=
PROJECT 9MOARY PROP=

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MUM% P CPCSW 4VEMPLOJT
EAST
ING
1 C P.A.
7 491 S eet - P.O. Box 2469
e, North Carolina 28459
9 .8029 Fax [phone]
324 V81age Road, Suite C
Leland, North Carolina 28451
910.371.3526 Fax: [phone]
DEVELOPER:
OIB EAST DEVELOPING, INC
2 CAUSEWAY
OCEAN ISLE BEACH, NC
C 28469
910-579-6222 ?F=?
ENGINEER: r. .
L
y
SITE INFORMATION
BUILDING SETBACKS: 7' - SIDE, 25' - FRONT & BACK,
30' FROM MEAN HIGH WATER LINE
FIRM: PROPERTY IS LOCATED IN FLOOD
A
PANEL CCOORRDpNI C?18TO ERMPANEL 16, & OFh416
DATED APRIL 2, 1991 C
ZONING: RT SUBJECT TRACT AND
ADJACENT PROPERTIES)

COSZI
pxao 1404E I40iOifa by m-m-w STORMWATER DATA

STORMWATFR PR}ECT AREA TARIF

4,279,264 SF OR 90.24 AC
PHASE 1: LOTS 109-141 YA)GWUY ALLOWED DUA (254 1A69.818 SF OR 24.56 AC
167-194 PROPOSED PROJECT SUA SUMMARY
PHASE 2: LOTS 59-108 PROPOSED ROADWAYS 1IMSM SF OR 376 AC
142-166 PRWOSD SIDEWALKS 21.740 SF OR am AC
PROPOSED COMMON AREA 24,069 SF CR 0.53 AC
PHASE 3; LOTS 1-38 PROPOSED S91GLE-FAMILY LOTS (194) MOM $ OR 10.74 AC
TOTAL PROPOSED &UA 1,069,616 SF OR 2438 AC
NaM &A - DLU IPa ARCA AS L4FWa tW W¢ IC9
ADJACENT PROPERTY OWNERS
PARCEL i PROPERTY OWNER
244-0 POM ATLANTIC TELEPHONE MEMBERSHIP CORP.
244-0 PB02 T. JACK & iRWCIS iQY
244-0 P004 I=TAW H. & MARTHA S. KHAN
244-0 P003 RICHARD F. CARCK21
244-N A021 M. H. ROURK
244-N KOlt DONALD L & JULIE STOCKS
244-N KD03 U LIGAN FAMILY U10TED PARTNERSHP
244-N K002 MIlL1GAN FAMILY LIMITED PARTNERSHIP
244-K A001 CHARLES B.. FRANK C- & SUSAN W.
HARRIS
241-K A003 WLBURN W. SMITH
244-K AD04 MARGARET EDITH TAILCR
244-K AOOS RODNEY K. & PARTCIA & CRINOLE
244_K A006 DAVID E. 8 EUZARIH MACLEOD
244-K AO08 FARRIS D. & GRACE P. EDDINGER
244-K AD09 RONALD B. & KAREN S. ROBOL
244-K A010 CHARLES E & JACQUELINE R. RG8NSCN
2- 8001 ALMOST 7HEHE LLC
244-K 8002 D. A. & K.R. SPETR1NO
244-K 8003 PLANTARON INC.
244-K 6004 J. R. & L B. JACKS
244-K 8007 J. ERIC & PAR TCIA C. MOORE
244-K 8010 FOWIR ELECTRICAL CONTRACTORS INC.
244-L A001 HAROLD E. SHELOR
244-L A002 H. MCLEOD & JANET G FOWER
244-L AO01 OCEAN 19.E OEVELCPMENT CO.
244-L A004 OCEAN ISLE DEVELOPMENT CO.
244-L A005 JERRY T. & BEVERLY M. DEW
244-L AD06 CAROL TONI WATT
244-L A007 WESLEY FRANKLIN & KANE E. WALKER
244-L ADDS DDGE PROPLRTES LLC
244-L A009 ODELL WWWSON
244-L A010 MICHAEL A. & JUDITH RUSSELL
244-L 0012 JOHN V. & TERI SUTTON
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SHALLOTTE, NC 28459
LAND SURVEYOR: NORRIS & WARD LAND SURVEYORS P.A.
1301 THOMASBORO ROAD SW
CALABASH, NC 28467
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CCNSIRU
- - - - - - - - - - - - {-
NOTE THE ENTRE ISLAND CF OCEAN ISLE BEACH IS
LOCATED WITHIN THE OCEAN HAZARD AEC
ELEVATIONS OF All LOTS ARE TO BE A IOA°AFJY
OF 0.5 FEET ABOVE ROAD ELEYATION
DIRECTIONAL HORS TO BE PERFORMED FOR WATER
d SEYRR SERVICES BY NOYNMAL OWR FOR
LIP AND AFT-&S
NOT--' THE AREA OF ENVIRONMENTAL CONCERN BECKS
AT THE FIRST LINE CF STABLE WCETAT04 AND
EMUS 610 LF INLAND.
ELEVATIONS OF ALL LOTS ARE TO BE A LfJ1IEIRA
O' 0.5 FEET ABOVE ROAD ElEVATION
SCALE r-A
DCM WILMINGTON, NC
JUL 1 4 2006
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N07M ELEVATIONS OF Nl LOTS ARE TO BE A 4BNINW
NOTES THE AREA OF ENVRONNENTAL CONCERN BEOWS OF (15 FEET ABOVE ROAD ELEVATION SCALE. V-ST
AT TEIE FIRST LUKE O' STABLE VEGETATION AND ORE000NAL BORE ro BE PERTOLIED FOR WATER c 73 A Im Lm
DOS BIG LF RAAND. t gryAR SER17Q5 BY PO71VtDUAL OWNER FOR
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EROSION CONTROL GENERAL NOTES
H ATTACHED RAM AD SI'EMMUCL9 EH M IEMRIDDTS FOR RE12F NRAL IFALAl2 NIAWL DFOR DAMS ILL E LOEAITD AT
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L 0]IMACIOI TO Nam M.C. LARD WAIT LTCIR4L IFnHLC alra N K30c ON, (910) 79F79S PMR 10 scaM4 0016TMIOL
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L COMMICT tONLNY SCAM W" AS 940MI CI FLM
L NXCH MADE TM MMNTEAO PC4NE FRAIIAE TOWARDS 3036M WWI
L r" to MUM or w om. TSTAL a nSc DOA. mm num ESIW AT IRAN DO OF COOL AM ASMM TFIrO OM CAL
NAM FILM N ALMOST Cakf% 6
L CUP" DSSMI=W OF FOCLADR SHALL METAL TtIFIWMY OCS DIMS N UPON 04 MANLL
7. M CAARLY AFTIR FIRM. RAENO Of ROAM ARE QSAEIEO. ALL 0116R= APTAS ARE TO BE =0 AO KEOLD AS FIORD M H
SEEDOO SOWED"
L MARAM ALL TORWARY OCAS PIES ODE PEIW T AND IWOM VMCM" IS ESIAMMHM Oft POMAENT ODDIO 00" 13
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SFF111NG SCHEDN R F
ALL C611? AFEAS HAIL E STAINL= EFTA A PBNACNT VBLTAVK CO" WI1N 21 CMDEOt
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PUT H 01NNACIOI W9AT A SPECALIST MTN ATTEXIM PAM TO IEIE gu+E% IOOMOS
A. CLW7I.TE AREA M A OWN CF r.
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/DEAR LD[QA 25 LOS
TAIL OWE SIR
E MIAM MM SMAR AT H KATIE OF 3250 TO ISO IN PR AM
MAINTENANCE PLAN
AS H M1061 AEA 6 "G 0000 V AO H DOSS C7ISR SEA9I6 NSVM.I= H CMMACM
sLWL SORT A RFGAAR MWENA E W1C IL H Im5 USED KIM ARE 191E Ng1Dl
L ALL BOSOM C7fI140L EA9JE5 DILL E C HM= F=DMO rVRY RMOFiROMN" RVFAL AM AT LEAST 04M r"Y MEL
N=M RPARS'ALL E YALE F/EDAAY
Z 11016OR MLL E M31O.E (ROY H SQaLLIT ITN AND NOCI AND NO.1a MELT MOTD:C21 CL•AE MEN 17M E CNACTY US
Eml ARSOMLATTLY BCS R=
S. smmwu E MD.T•m FMM®FO H SEDER mm MOI R m][S a3 R OaP AT H rAE D H IDACC H
BDENT rVCE ILL E AEPAMU AS M2f95NT M MARIAN A RARFWL
? AM SC= ARMS MIL. E fErM= I®m AS Fes; AND IALCm ALC ROM0 TO 9S17A73A16 N H V=MVC FLAN
TO YAR/M A VOO=A COM VT2TA94 COVTL
A 4T1M6TdlAOrl ?06.'?1 I69R
ve.oi.no?ea
alAVMrne?AUUa®n ?ti.?•?`;.`'n`, ij??•
:.nia LNAw11O/F901
EaiFU1 Tom.
ALL DITCHES NEED T3
y*w. BE LINED.
r> r=rf
f _ ( •C }f:A ??• .SLOW R.wO UUUIiM
N:'v: •'. • \ 'Y'/R%? • `? \• f A ! J ? AEIYO.O Ea®w1Ug
r ` 1"a,,.m A.6a.wmw.Tm
em:.•.•„A.a.EAF.? A
K.OwOrpla 'J• ??
\ r' r

atraAI.I1DF 1mo*rmFO.EA®
eur t?e.a.a twvAOna2SM
b At/18
rR
g
h
'Inn'IIII?
II,
STCFW SAIF
SWAIr I B

SW-1 AMIEMAF
OTTOM WDTH

Y
Loanupva-
[RArc
0.94%
NNIMT AT
CURB mu'r
&81
INVERT AT BOTTOM
OF SW-IF
5.00
S1-2 1Sm 7.15 5.00
0.20% 5.31 5-W
SW-4 1' 0.50% 881 SCO
Sw-5 1.40% 6.81 5-00
c'" 0.80% a81 5.00
SW-7 1' I.DO% 6.81 5.00
sw-6 1' 1.30% 651 5-00
SW-9 I. 1.SC% 781 5A0
S*-10A 051% 638 5.00
sw-108 1' D.&M 781 6.70
SW-11A 1' 0.5C% 838 5-00
SW-113 1'_ - - 1.D0% 7.81 6.70
SW-12A 1' 115D% 8.36 584
SW-129 1• M50% 7.81 5.70
SW-13 0.50% L81 SDO
SW-14 1' 130% 7.00 5"
SW-15 1' 0.49% 5.81 5.00
SW-16 1• 0.40% 5.81 5.W
INVERT ELEVATIONS BASED ON TOPOGRAPHIC INFORMATION OBT"IM FROM NOR4S R
WARC SURVEYORS ALL ELEVATIONS APE TO BE FIELD VFICfIED.
L VKYINOUS STAR OF PEDUMO(T CRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSS LE ALMO THE
BAIICS OF DITCHES AND DIST ASM AREAS WiME
DITCH BANG CAIACT BE AOEOMATFLY STABILIZED WTH
VESETATIUL AN ARTFIOAL LINER SUCH AS RIP-RAP
SHALL BE USED TO PROTECT EIROM
2. MAFJRE SLOPE OF CIAKNEL BOTTOM EXCEEDS 1.M
JUTE TNA74EN0 OR ORDER EITEC I%C CHANNEL LONG
MATERIAL SHALL BE OSD.
ALL SWAIES IEWLP.E TEMPORARY LNIM
(4E ?9tl1 1" 0 CET 1
AI9. VIGOROUPERMA761 T
.
1'ECETAIIVE CROWT ON SLOPE; BANXS
AND CHANNEL (SEE EROSION CONTROL PULL SLOPES BAG( TD
''BlE7A NTO DCSTNO
Nora AND SC1EDU4 1;
\1FALA81, TYF.
41 W
I ???` rpwd
I
NVERT ELEVATION
(SEE STORM SWALE
SCHEDULE)
TYPICAL F. oTD. GRASSSWAtF
TNT 0
TEMPORARY SEDIMENT TRAP DIMENSIONS

BASIN
LENGTH
WOTH
DEPTH
SLOPE STORAGE
PROVIDED
if S' IS 3.75 7 7CF
t2 8T 30 3.07 2X2 CF
C 7T +5 325 M 9 7CF
N 7T 35 3.75 4.451 CF
15 sa 37 3.5 2562
I6 7T 35 3.5 35B7CF
17 W. 3T 3-T 218.2 CF
08 7M 35 3.57 21 / 124 CF
99 80' 30 3.5E 21 2944 CF
*ID EST 3T 350 21 2,944 CF
nt 70 35 325 21 3M7CF
#12 SIT AS 35T 21 7PS4 CF
E13 !# 37 TST 21 2 4CF
111 70r 35 32' 21 3M7 CF
MS 7T 35, 4.00 21 A,938 CF
CTORMWATER DATA TABLE
STORMWATER PROJECT AREA 3,977,775 SF OR 91-32 AC
PROPOSED ILA'ERNOLIS AREA (25%) 994,434 SF OR 2263 AC
PROPOSED ROADWAYS 141.549 SF OR 3.25 AC
PROPOSED SIDEWALKS 35.320 SF OR C.61 AC
r-F Fle,?i SB-I/Ir
8' AIXTECATE Y F2 ASPHALT
BASE COIACI S* ACCFZGATE BASE
h Tp COURSE
21'
C JPACTO SJOQUOE TO J Y-t1• V
2= MOD. PROCTOR DENSITY
PROFILE NEW TO p % MOOD. PROCTOR OEN9TYPREDFl(E NEW
CLEAN BASIN WHEN
ONE HALF FULL
CARRY RP-;W UP SIDE . M
OF SPILLWAY
TvPj11yLTI?"ff_j7ZWWATR ------ 18'' FITODARD
(CiFJN f 1
t, wASm sTOHE uAx

11ASS 1
A

VABALE RP-R
P
A50 . tr
(SE RAN)
NOTE
1. ERA BOX CULVERT IS
AYAEAI3E N 3 LF AND 6 LF
SECTpNS
2 CUTLET M A KCETAIM
SWAM
3. PIPE CHARACTERISTICS
ARE SYRM TO AN 16' COP.
x4r"T pt
PLAN VF-W
C( .V£RT-SWAT 7,T
NOT TO SME
VEGETATED
EARTHEN
CCIIRWDNi
BERM YLliTAIID EARTHEN
BERM
"h
FILTER FABRIC ---? ? 21 SIDE
`LOPE MAX
RP RAP STORE
CLASS 1
SECTXY4
M,1PORARY SFDTMFNT TRAP DEPATT,
NOT TO SCAIE
A-
I S 19
Mn
r Ol
FILTER FABRIC
NCOOT A
1r TD tr 457 STONE CLASS B
ON UPSTREAM FACE R7-RAP
DIRECTION OF
S,ONAWATER -ROW 2-?
2t MAX
ATCENIER
FLTER 1irCRON A-A
FABRIC
TEMPORARY CHFCTC DAM
NOT M SCALE
GQ-o 7
Q ? ` ? t ?"4k
r-
A
y
- 1IVn ,ti ?/
r - Y COARSE ACCRECAIE /
V ONE&SONMDMEOr ROt3FFFMURYA
SFIC p"VFW
TFMPORARYGRAVF,(-D
CONSTRUCTION ENTRANCE
NOT TO SCALE
-SME Nm Iq
Ir STAY SPAMO
-1 1- (TYP.)
M"
ROLL C1fS
TRANSITION
PLAN MY
T<1TT,T TTOX (-TT(VFRT: Cf TPA PAT FT TO SWA L E
NOT TO SCALE
WI. 10 CA
TOP W:E

F MJL 12-1/2 CA 3
I MT}36EDUTE %RES
MK 10 CA BOTTOM •I
S1NRE
r MIN.
S COMPACTED FILL
OVER MRP
? b
L OR WOOD POST
N WPE FENC*4 AS ROQU=
FILTER FABRIC
i
?-AHCf3R FABRIC SNORT F/ MK r LONO
WIRE STARES 0 Ir, O.C.
0.'F'OR REPAIR OF SILT FENCE FAAUES.
USE G7 WASHED STORE H UEN OF
COMPACTED FEY.
1. INSTALL FEW SILT FENCES AS SIIOWI ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF A344CM AAFAM
2. W M WOOD POSTS ARE USED. POSTS SOU. BE A MINIMUM OF S IN DIAMETER AND F N LENGM POSTS SHALL HE CECSOTE
OR PENTADIiJMOPfMO. TREATED SOUTHERN PINE.
3. MERE STEEL POSTS ARE USED. POSTS SNAIL BE 5 N UN TH 0:7 BE OF THE SELF FASTOLA ANTE TYPO
4. WORN 'IRE rENCW WEE PZM'MD (SEE NOTE 91 SAL CC FORU TO AMU A115 FOR Q155 3 GALYAIZNG PA RIC SUE.
BE A MINUU M OF 32' FIDE AND HAVE A MOOAN OF 6 DOE WFES MIN 1r STAY SPACML TM TOP AO BOTIOY W003 SHALL BE
10 CAVE AND RNRIWFEDIATE WIRES SHALL BE 12-1/2 CAME. WIRE FABRIC SHALL BE FASTENED TO WAD POSTS YDH NOT LESS
MAN W9 STARES 1 1/r LONG
L FILTER FABRIC SHALL BE OF HY ON. POLYESTER PROPTU7E OR ETHYLENE YARN VEN A MINWIH6O94CTHL(
AND A MINIMUM OF BR FLTflBHC E7F)INCY. FABRIC SHALL CONTAN ULTRANOLET PAMB,ORS AFPSUBUffIts, D
L F FABRIC 111.1101 IS LEM WTN A STRENGTH OF 50 LIL/UL. ILL OR GREATER BAD. THE POST SPA I NC'(S) DOES MOT A
WORN WRE FENSD S NOT ;9URCL OTHERWISE. WOVEN WE FENCING S RVW F= AIDT'031)vIATV T',VJ(QF ffc5 N
N^TF•
CONSiRl1C1U' N TRAFIC 1O ENTER PROJECT SITE ONLY WiETE TEMPORARY CONSTRLICTION
FNTAI LACES AEE N PUCE
TEMPORARY S(LTFENCE
JUT 1 4 2006
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1 ON PUNS
BARREL EXTENSION
?
FINAL BA FINAL BA CRON ASS EAU FOR
SE
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PIPE SIZE
HTED
M
N. ux
ON T TEN
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T RALNS jr
SAES 1, 2
On.
+
NfnA1 BACKPII r uBL CLASS 1 OR MN. '
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.
L BOX (STS VAL COMPACTED BApO1LL
VA
d V V£ BOX DETAL) STONE C7 C.F. MN.) G
'J
FOUNDATION FOU DATION
MATERIAL MATERIAL. Q WEEP HOLE TO
r
REMAIN
•
PVC PIPE
DUCTILE IRON PIPE e
?' r O1P.
WATFRLMEPTPEBFDT)NGDETATLS ,' ,DC,
'
NOT TO SCALE 1
AL MGD:D 51}EL n
TEE RODS WITH EYE BOLTS -1
(4 70TAL)
H=-
METER (TO FURNISHED

eE
IS NOT A PART OF THE FIRE
T
WE TEE
BY DEV[1OPER TO TOWN) HYDRANT.
PURPOSES
METER BOX PER R FIRE HYDRANT ASSEMBLY
70w OF Ols SCANOAFDS
NOT 70 SCALE
RIGHT--ANGLE SAO'
INSTALL CORPORATION STOP -M- -?-
ppEmY
sDE R
?ERtt
tM
NE
.
T
'zU
rY.? y:x :frz,.w..? ?
u
4
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P4047 OF WAY LINE
L
r
tr m

ya, .;1
CURB STOP
GRAVEL
I• DIAL CLASS 200 I
s

`WATER SERVICE S:V" SERVICE
WATER MAIN POLYETHYLENE 3/4 OA CLASS 200 POLYETHYLLNE
1r X 3/4. 0 BRASS NIPPLE mO O O S
1- X 3/l' REDUCER
r X 1• F BRASS NIPPLE WATFR SERVICE T.OCATrON DETAIL
WATT R SERVTCF LATERALT=ATL 5wt u PVC
NOT TO SQNF NOT TO BGUL
BFSIDENTTALMIMP S[JI P NARY

Tarw
I

I 201E9 TOP

wetw=
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TLEVAnCN
4H 1 79 025
47 1 7.0 Alb
41 1 6D R 5
6 I LO .11
50 dd L 5
51 1 AD ay
52 1 to -W5
51 1 7D 921
NOTES
1. BACIOILL TO BE FREE OF ROOKS, FOREIGN YATE76A, OR FROZEN FARM
2. BAOOEL COMPACTED TO:
A - M MAXIMUM CRY DENSITY UN.7ER ROADS DRIVEWAYS. ON SDEWALCT
8 - DENSITY BEFORE EXCAVATION, QU PC; MACWM DRY DENSITY
WHICH EVER IS LEA AND IN LOCATIONS NOT COt4RO ABOVE-
3. BAOTI.I. COMPACTED N YAn" OF r LIFTS N AREA 1 AND MA=O
0' LIFTS N AREA 2 BY MEANS OF A MECHANICAL TAMPER.
4. AREA 3 SNAIL CONSST OF SANS OR CRAWL WHICH IS FREE
OF ROOMS FOREIGN MATERIALS. FROZEN EARTH OR ORGANICS WHERE
NATIVE SOIL IS DETERMINED AOEWATE BY THE ENGINEER, ND DICAVATION
BELOW BOTTOM OF PIPE IS REQUIRED.
(W AREA 2 WOUID EXTEND TO TRENCH BOTTCLL)
S. BYT E To D aa. AST4 0 C STANDARD PROCTOR AS DETERMINED
SERER TRENCH BIDDING ARID BACKML
NOT M SCALE
Y
- R-
Y MN. PAVflRNTFOR USE N PANED AR t USE N UNPAVED AREAS
Y
4' ,1
ISM THREADED CALVAN=
PRECAST CONCRETE COLLM SIM RODS WTH C a
PQURFD N RACE 90' NOOK. SEE 'TE
CGLLIR VALVE BOX - CENTER BOX B) 4 RESAA 2 ROD SCIFDIXIr FOR
(DWG PSI lMX) PLUMS OVER VALVE S A EACH WAY QUANTITY AND z7rR
3,3'00 PSI. OF RODS.
COMPACTED ABC BASE CONCRETE
BURY ED UNDER CELLAR COTHRUST M4 CAP
LLAR OR TE.R
SPE", ED
ML
CATE VAL /--C;RA%EL FITTING
25 Z p$n
a
w 1"'Y DIA THREADED TAP -s
BLOOLNG NN.
AREA - 1 FT.
THREADED C EANOUT PLUG
CONCRETE PROTECTION RNC \
FINISHED GRADE
PVC FEMALE X SUP
r WYE
MN. 2S SLOPE
ROW Ip
COMPACTED SOL -LIL-
SDI 40 PVC
cFCnrwkf Vs_W
PVC
C WYE-
AND
E FOR
I
P w
CARNG
L THRUST COLLAR SHALL BE FORMED
USING 11r COX PLYWOOD, AS PER ?E7
P
L $ w

AS PER COLLAR DIMENSIONS SHOWN qqq
W
m
NO CONCRETE SHALL TOUCH
TOP VF
W C
n
BATS 011 GLANDS WRAP 8'.175 Tx° YEW E
(?7 mx?
OR GLANDS r/PLASM T4 POD tCl:J.1F
T:
EIIl ? COLLAR D5^NDO7S
E4 GATE VALVE ANDVALVFBGX .
sm Cl9 OkL
•
- n-F mr- UI LW Lr n
• z -o
LOT TO SCALE 2 5/3
4 4
r 1r W a
F1DW p
03URCL PANEL NvA 3E-
-1
2?
AL M LnO ON TOP, St4 9TAWJESS 6k2L 5OH 40 PVC
('//"X= W m4.)
e.1c IRUTOT POST 90 lE A QRA -
WTI, Y WRY LGGV
PLASOAI
-
:
0
M. ?
Vv SWITCH CONNECTION TO ENSTING LINE HALL A!S 51PLISHM

ADB2 AAa 9DwiW N17a BY CUTING N A WYE, OR BY USING A SADDLE

E' CAANTY SEWER
(Gnu NWa6) WLTH SS STRAPS OIAlmIFS FOR SINGLE SOtVICF3 9BLL FE 4.
TYPTCAL GRAVITY SFWFR'7W1CF.

5uvl7nl ty _? NOT TO SCALE
H/V.Ppco•
POWO MALI K4VA2 -/ t..l
L Ud 10
ND N
K IN ON 4E L?.
W
OE 9E- IN N A gR ARFEArz
caaut

e..--_L _rlnsT I.. -
SECTION VTEN
SLMPLFC (RINDLR DETAIL
NOT TO SCALE
e'
r
Y 2
2 3r a' 24'
3/4' r 1Y 36'
r 4r
•
Y L
H
?/]
NN a
t
le
20'
24' 4
4
4
4 3/4
1
t
7/r te' tr er
1'
11/4•

O Nrg

n X
?

3o
4
N
U U 'd
C
a
CRETE, THRUST COLTJAR
CO
E a
pa°
.
?
NOT TO SCALE - g V y
y W ezs
n ?tl?
m
P O
PLUG
B,,M PLC `L?'
FNISH® GRADE 14L4ED GRADE
,,1JAt _ 4 t
'I`( J IJ R7NpS7LRBFD Sort- BA00?L Y UNOSNRBED 501
BACIOILL 11 -
1. 14/2 H
IF
SELTICN VIEW SECTION N,EW
TIPrAL TEE FI OCKING r"O"'n 01-27D RLOM-40
THRUST BLOCKING TABLE
H Ocn-NG DSERSCFn IPV qY+"+"N^•
(FT.) m-
r
221/7 IA 0.6 0.5 1
r 1.5 1.0 0.0 1
e' 20 1.1 1.0 1
tr S0 1.7 1S 4 [''
IS' 4.0 = 7-0 a Q2
45' 1-5 03 05? I?I'! I?(I
r 2.0 1.3 1D• rvv
r 3.0 15 1.5 3
1Y 4A 23 2A a 1/2
16' 5.0 3D 2S 20 IVL
1
aY # TEE 4• 20 1.0 1A 1
r 3.0 1.5 1.5 3
r 4.0 2.0 2.0 7 1/4
lr S0 " 2.5 20 3/4
tr E-0 S4 = 43 12f.
?EIVEI
-MINGTON
1 µ 2066
H
p
0
O z
a x
?O
H O
0A?u
Q FTT A ?
N ?D W
(; ?? r I
\i - i o
or
S -1. 11
Y - r FOR PIPE I= THAN 1r A o e• FOR PIPE 1r AN0 LARcm
ILYrmG NOTES
1. CO CRETE SHALL MANE A YNU M 23 DAY COMPRESSIVE STRENGTH OF 3.000 PSL
2. BLOOCW DIMENSIONS AND VOLUMES PRESENTED NT THE 7HRUST BIDCI N0 TABLE ARE
BASED ON A SOL BEAIMC CAPACITY OF 2.000 PSF- VAERE THE ACTUAL SOL BEARING
CAPACITY OFFERS FROM THIS VALE, THE ENGINEER SOUL M70UNE REV= DNDLWN4
AMT VOLUMES FOR TIE CONTRACTORS USE N CONSTRUC LNG THE BLOCLNG
3. CONCRETE 7ESTNC SHALL BE SUBJECT TO =TM 0 CF THE SPECFICATXRNS WTH THE
EXCEPTION THAT THE NUMBER OF CYLINDER TESTS SHALL BE BASED O4 AN AVERAGE 19amIDA1L?Q9
OF APPROMATFLY I PER 4 BLOOCS POURED. SHOAD ANY TEST FAIL ADDITIONAL TFSR s SUM.
MAY BE REOURFD BY THE ENGNFER AT THE SOLE FCPE4SE OF THE CONTRACTOR ?•1
A CONCRETE SHALL BE FROM AN APPROVED REEDY-4IX PLANT• UNLESS JOB-WXM LCNIFc7E
O SPECIFICALLY APPROVED BY THE EF-" ON SITE
5. THE BALL OF THHE M= GHHRLST BEARNG AREA) SHALL BE ACANST IRDSTIPBED SOIL
B. ALL FITTM AD AOOSSORIES. SHAW. BE WRAPPED WITH 10 MIL PQL-ft NE FROR TO
POURING SLDOON6 N1 CONRELE SHALL BE PLACED WHIOI WILL. PREVENT THE DISASS MBLNG
6 ADJIACENT JON73. SHOULD CONCETE COME N CONTACT WTH ANY WETS CR BOLTS.
THE POURING OPERATI N STALL BE NMEDIATE LY STCPPED, AND THE AFFECTED AREA BE
THO OUG HLY CLEANED TO ASSURE PROPER BOLT ALD NUT OPERATION.
7. aDO0E4G VCAWFS FOR r FTTTNGS SHALL BE 03 CF. GA.
CONCREFFA(G(K ?G
u C16
ECEC PROJECT NO. 12=23
OR SPRNGL19E

t
RericmA
UN PIPE N SWElorrui UNTL FT Ys
NTROL PANEL I- FORD TM ST-3 P/J
'ENT PIPE 4' CAAIDCL ALL M CdPORAIICN SLOP
w/ S
r/ SS STZFD! DISCONNECT` NSTALLID
N 71L TEE INSTALL M
MAIN dSCCRFc, AT 4Y T M01 mot
Y CRIB! 4'x4• CONC. VALVE VAULT
3 AL OPETIN W?40 ALUMINUM HATCH CFFSET TONS
•/HN= LOCKABLE DOOR 1 ON TO'
FLEA SE BOOT I ON i' CLASS 200 YEDETlF21E
W/ SDNESS STEEL aAAAP
2SxZ AllNhUM HATCH 42' OPENING (M'•)
MITN HNCFD LOCKABLE DOCK 2078-750-TAP (5-)
It N SIM BRASS
fY DU. SANITARY SEWER o ; "! v SERVIE SADDLE
Vt1ft H LATER MAN
ITT TT T
°
CURB v
STOP
NEOPRENE FUXBLE (p n n
BOOT W/ STAINLESS 314' CA CLASS 200 PC nmraFNE F-1 a a o
STEM CLAMP tr X 7/4' I BRASS NIPPLE G?•yy? 3 a
F64- J LEE
WELL 3' X 1 0 BRASS NPPLE W STEPS r NPl T?ALVE X V INCREASER N0S.IUM ta' COVER OM SERIAM LINE(S) /PE TYPiCALDOTTELERESIDFNTTALWATERSERVTCE • 5Xt 21 PVC NOT W SCALE
4' IFLEMBLE m?
a4ff.'. FORCE MAIN / ryy o_
COUPLING
1yAx 11E W FlFNP
ECK SITE
FOR OORIENNTA ION
F
a a
OF DNR, w a { [?
x?a
PUMP TANK @ VALVE VAULT PLAN a°pa O O o
HOT TO SCALE 3/8' ANC CR BOLTS U O -
OIL 50 DP W/ 2 - 90' MI CENDSVFNT PPE- 24' MANHOLE RNG A */ROPE MASTIC SEAL R a
,-a- OIL OF VENT PIPE AT ig MS. COVER TIM ENEVADOE H i
- "/ (2' ABOVE FLOOD ELEVATION OF t6? s MAX. SPACER
Ir Q?
UDIIT NOTE: - PROVIDE HOPE/PVC G 5 r.` e z
I MIA COATING DISTANCE FROM ELECTRICAL COMPONENTS (CONTROL PANEL MAIN SEEP IN IERICIR WON AII?s AND 4l: tly w a ,°?
ALIE"M
OUPIDC CONTROL PANEL BRYOININO DISCCMYECL CENERATdt ETC) TO THE PUMP STATION HATCH k VENT CCEN1AD CONE ADJISTUD4T BLOCKS g
{f m-n
IANCE MTH THE NAMO NAL ELECTRIC CODE. SECTION q a y a
MATE DISCONNECT SHALL SHALL BE N COMP
ALUMRAN BASAL BUTYL RUBBER BASED t N RAIL UOUQ;4G PLATE HNGED (1VATERDaM E0.1S TO 7LH FRAME MATERTp HA HINGED OFIDMXE R O-RING JOINT SEALANT PEE T.
HATCH E
OOCi ACCSS LOCK ILS STEEL DOOR OR 0-RNC CASKET ??E
ACCESS
LLIr,V,I WATE TIGH ON CH BASIN BASE SECTION >a
ALW'MY OR STAINLESS STEEL POSTS (TYP) ? I I MN IDOACAr4 HATCH 7// CONDUIT FLE)ME SLEEVE CO NNECTI N
SLOPE TO DRAM iRdl 1O MANHOLE v/STAOaF55 w Q
2 VAULT STEEL STRAP
WElW 1 axa f
14' ARE ? WW z
EL - 9S it A e. r STONE BMD14 WN. Lr•.(
tY ,.. ;Bg< ao lE:le : o o B!o " \ a ?tv? F?>>ii rl
¦mE
40 +?mc s TYPICALPRF.CA(,T(Y)NCRETEMANHOTR `? R1 POWER
ss ABLE
CMAB AND TUMQ aEdc VA I e°p?m`. g WITH PROTECTIVE COATING WADE E 7 U
G18LE5 (wA1ERRWQ .: nwm ! N H
NEOPRENE FLE)XMWXXE ° a r s NOT TO SCALE _ r w W WOOe y ^ 0 .?i
BOOT W/ STAINLESS SLEET, y f W
CLAMP(WATERTIGI-M
UFT-0UT CHAIN, ¦ J Vl
Ile STAINLESS • e' SCR 21 PYC FORCE MAIN ti g ?s NM, KAW M E KAM A F--1 Z
STEEL BWTH Aa 1 • .. ;... , .,+ 4' X C INCREASER xvm f L `tS !fin ?f z h
LIFTING 4' nIXELE 4* 17 1 A W/ WFLANGE ADAPTER SD ca oc A~ U
1LNEOPRENE FLEXIBLE ? HD°L cn W A a
BOOT W/ STAUESS STEEL 5CO& I•-? 1 p
CLAP (-MMWO Fi 'Cm1'
a ^ a
3' PVC GRAN k FLAP VALVE - - 0 n 47 03
r OAGC RA1.%STARLESS SM vl ryN
ISLE Oe''Vr7.0?WP ENT LU STA-mm Q
NV. ELEV.- -234 PROVIDE HDIVPVC
COATING ON ALL
rTT
INTERIOR WALLS W U
HIGH WATER pALARM U O
LAG KW 4- C50 DIP D6}URCE PIPING. NOTES:
?nuuerweaaoc
ELEV. - - DIAMETER k CONNECOONS ? A?o..enawxo?orsVnv
LEAD MP VARY MTN PUMP SELECTED. ^? aamn?
FLYGT PUMP CP/CS 3065 V,
3 PHASE POWER -If 39YG3
2.2 HP
PUMPS 'ar 460 VOLTS
T FILLET MG 175 GPM 0 19' TON
AROUND BOTTOM OF WETWELL 4, .•,. UFFGIT/SYLOLY RECEIVED
TYPiCALFORCEMAiNCONNECITONTOEXTSTINGMANHOLF,
BOTRMN Cf LIFT STATL'Y1 -
XMIDEI) BASE VmtosWE
to r. , .
DCM WILMINGTON, C
,_ TL it STONE
8 J 8 Jul 1 4 Zoos LT
t5 dA N07E
CON1RCl PANEL. SHALL LWUW BATH AMBLE AND MSLAHE ALARMS
AS DFSCMBm N THE TECHNICAL SPEOFICAT"S. PANEL SNAIL ALSO
NCLIM S A MANUAL TRANSFER SYATOL A GENERATOR RECEPTACLE
PUMP TANK & VALVE VAULT SECTION AND AN AUTOOMER N ACCORDANCE MTH SPECIFICATIONS
NOT TO SALE
T
of'?'o0Y'C? t 9 a C?V?D?%? ETEC PROJECT Na iBORIa

9
L'
6' TAPPING SLEEVE 1
6" TAPPING GATE VALVE AND BO
WATER LINE
N1
+I
1
c C,
I
I
t
+ MH Al
' STA. O+t
RIM 7.49
I
1-6'X2' TAPPING SLEEVE
1-Y TAPPING GATE VALVE AND BOX
STA. 1+9292
RIM 7.20
MH
1+9292 STA. 1+3 .
RIM 7.25 PROP. 8' SOR35 PVC GRAVITY
SEWER LINE
1
I 1 0
50 LF OF 16' STEEL CASING PIP
I ,? I I INSTALLED BY BORE AND JACK
(100 R/W)t 1 60 LF OF 8' CL52 DIP CARRIER
1
_.-?- ___________ __________ _______________ _- - --------- --
?Uic F7t7lF- - _ - _ -
_ I _ - --------- &'I
1.11(IIFS YR.D ST. (50.1E96)
r- r
EMH6 LIFT STATION SECOND STREET -
_ _SeY.f091GAG4F'AY OX &W.)
------ RIM ELEV. 7.27- -R!M ELEV. 7.33' -- - - - esrAUmST.(SII - + ------ `-------------- - -------
BOTTOM ELEV. -8. 7 - --------------
M AI INVERT OUT - 7C
---- - - AIM - ----------- --- - -- --- ---------
- - -- ----- - - - ELEV 7 fi
LINE
------------------
---=--- -----=- =-- - - P- sF=?-INVERT 8" PIPE -2.64' ------ ------- GRAVITY - ST - TOUT
G 8' GR VITY SEWER NE I ° _ -INVERT 8` PIPE - 44' -`+ ---s - F?tlST. 8' _ SEWER 81 (CUT IN MANHOLE) INVER 3. IN
I- - FLOW 1LL BE TEMPORARILY
STOPP BY THE TORN (S
STA
irncz m RSt . 00 C(
IR'Y. 904(CAUSEAAY DAS.W.) I ST. LSRHCM I RIM 7. 4
a SECM0 ST. (St II"n
i I
NOTES
1. ROAD WIDTH 2r WITHIN S Bormam
2. FOR CURB TYPE REFER TODETALS.
0. WATER SUPPLY FROM OCEAN ISLE BEKM
4. TRIP GENERATION. 50
5. SPEED LwrTs. 55 MP9L
IL INSTALL GRAVITY SEWER LIE PRIOR TO
NSTALLIHG MANHOLE
15
1B
14
12
10
0
6
4
2
0
-2
-4
4a

I I rt5ur. own vrrl
PROP. 2" DR18 C900-
PVC WATER LINE
r-(3' OFF EOC)
50 LF OF 16' STEEL CAST
INSTALLED BY BORE AND
65 LF OF 8" CL52 DIP CF
CORE DRILL EXISTING MAN
REO'D RUBBER BOOT
I ----I
D0P
SCAM V-30
0 U 70 eo 90
,I I I I I I
D1ST. mA00 1 11 I I I I
I I
5 I
I t
I I I I i
I L
_T[ RW C 0700 L i I
PVC WA matt m ? a
lwll
, W
FTaSf. !' C700
PVC
TWAl06lE ? 7 I

- ,
I I
I I
I I I I
I I Iz _ I
--
.1..
' I
" I 5A' YN I I
uw
x I ?., i
r y I
'• 4' DAIe CDOO Prc

I
57 PJD al 0.6`
I ---•yy IF o1 If Sal
at O '
f
li
..187 lF o18' FY- ct 0.ES>: 150 lF o
I I
I , I

P 50 IF 610' SiFTL CARL PPE 1
g B
N5 TALLED BY /l a'i A, J ACK
I
'
I?o o° I I ! w 'n I •f

a 1 W-d
'
?
z= ?a= I 1 ?a= ,a= I I ?
a=z? ?? « ?? o
??? I
3 qq5 I qS
c_ I c= I E3c

0+00 1+00 2+00 3N0 ++OO 5+00 0+00
GRAIATY SCR LINE A
NOTE^
1. ROAD WIDTH 24, WITHIN S. BorvIs (N.
7- FOR CURB TYPE RFFERTO DETAM
5. WATER SUPPLY FROM OCEAN ISLE BEAM
4.TRIP CQNER4TIN. "J
5. SPEED L/AITS05MPH
5. INSTALL GRAVITY SEVER NNE PRIOR TO
INS7ALLM MANHOLE ScA1&1'•7a
0 IS 30 m 90
16
10
R
12
m
B
e
4
0
-2
-t0
IIR7ICAI,SCA381'•9
0 S 10 ID
H OF-MONTALSCAIRI-SI
0 SO 107 200
CO;d70000N 1
20
e
13
u
I2
10
e
e
4
2
0
-y
-10
mr
RECEIVEI
DCM WILMINGTOr
JUL 1 4 2006
Y
? o
3;?a
Una
P-N ax?l
zo
W .? a
E-y a
va?
O ?h
U U ??a
a
coo
J 5cy
Nary
a
? Icy vyw
0r^^`?
1 +?
W
VV oz?
~i p a
O
F
000>.
?oAA¢
?! a ? p
W
> z
Q UC]
l? O
rO'?9 69 WdLKw en Ian
n c 9?>'9 rnm y, FXFt RtO.ECf NO. 1900.25
ONO 0+50 1400 1+50
GRAVITY SEVER LINE R

a
?
? SS
,
`
\ G
'
\
,
AF
G
_----

FO PROP
8' DR18
B .
?F ' 0900 PVC
PROP. 8
SDR35 PVC I
4' WIDE SIDEWALK GRAVITY SEY1c7t LINE I
Z WATER LINE
6' FROM EOC \l ?
I i
1
o ?
N
1-8 XIS MJ TEE
1
V2 a I ill,SEMBLY
I ° ' I

1

I at
50 LF OF 16
STEEL CASING PIPE
INSTALLED BY BORE AND JACK 1
-6 TAPPING SLEEVE
I -6' TAPPING GATE VALVE tc BOX

z
I
' '
' ^
(t.2T 1NREPIT L 1 E- 1 60 LF OF 8
CL52 DIP CARRIER PIPE 1 I
-8
MJ REDUCER
X6 »"n
LOCATED CN P VAiE PROPERTY 1
Irl w `
I CORE DRILL EXISTING LIFT STATION
AND PROVIDE REQ'D RUBBER BOOT -THRUST COLLAR FOR 8' PIPE o ?o
PIPE 1 1 1 1-6' TAPPING SLEEVE
'
- -- - ----------- ------ W d
?
'
;K I 1 I 1-6
TAPPING GATE VALVE AND BOX -------- - ------- --- -°-- - g
Q
@

TER PIPE
1 i
"
1
SECOND STREET - 6o' R/A (PUBLIC)
E a
n
P^ Azn

---?- --------
-----
----- 7-'------ r_ -1 - E)O$iING LIFT STATION
Isit 1888
RIM ELEV
9
1
'
p r
z
- -- -- - I
.
.
1
- ------------
,-
----'-
' ----E------ -
B
?

W
a
--- ---------- --- ---- 1- ------ - _
----- ------ - ----------- OTTOM ELEV. -7.89
- -----=--'----I -
-J---
-? EX
INVERY
- -
`P
PE
2
' E"+

SECOND STREET - 60' R/A PUBLIC o e.7N a Fs -
1_-?
--- - - - - ----- ---

LvLlasana:N>F yksw -(. SEIXY.DST.(sit Las) EXIST
6' PVC .
3
i
-1.
5
--
- - ----gas - asNaa63rsu
EX INVERT 8' PIPE -1.25' n[EENDOP
'a15G (S0.19at)
Eae?3u?cA `DSEaArvx31a.1 i ESC INVERT 8' PIPE -0.55' a a
nag

R v
O Q a
Q"+
.
fsECTRmST. ---- - -----
---
---- -- 1 U o=o
_
_
_
- L- --- H12 -- _-EMH13 _-_-- EXIST. 8' GRAVITY SEWER LINE
' RIM ELEV
55'
7
'
[ scuar-w E- ?Ud
.
.
RIM 7.44
70 LF 2
DR-9 HDPI
" f T a 15 m 69 H

INSTALLED BY DRIVING IN T OUT 4.04' INVERT OUT 3.80 m
W M
(SEE DETAIL OF MANHOLE

CONNECTION) I m^r
_ o
Pya

Q
A
NOTml p

1. ROAD W10TH 2V'WMM S1BDrAMO t LUTSTATR
E
L FOR CURB TYPE R?LTO DETAIS NOT--
3. WATER SUPPLY FROM OCEAN ISLE SZXK
A.TRIPGE3NETWi1TN.32 COMffCiaBf Prr { I 1. ROAD WIDTH 21'WrrM SkDVIM - - -____--
2 FOR CURB TYPE REFER TO DEfALS COM+EC7KNR N z
1..rff Ill?ll 3. WATER SUPPLY FROM OCEAN MESEACX
_ a
B. INSTALL GRAVITY SEWER LINE PF" TO SCALE I•-Le
NSIALUNGMANHOlE a U ID 6o so A. IRIPGENERATION.4D -_-
?
5. SPEED LIMBS 35NPK z 07

1J
z I.tC)
..
I
?
O
W
i
{f
`
J
?0
Z
m ?
I I I a?,AH?
,a A
a
W
15 1! I PLOP. r pM 0900 PAC I

COIERubETo D='r a
w
14 1= I CNI RC yATQdIE
C
I I

12
I PROP. GRA DE-

-
I OF
to crx a s a I GMT- I z

FJ05
a. (RAC
E C

a r-, 4L
a
i
I { I PRop. r OR1a 0900 PIC YA1F1dME I Q

4 -

3a' Y

PL

2 V OF 1 STEEL GSNO 101 tW SEPARATM

HSiAIIFD of 37K a 4 Ax EATER OW 9ETaA
1-I-7--

_-.. A aA4T n? '
I d r scat SS

a RtlP, 7 SO92I fM1 C I I
-2
SILF d e SON
a
PVC
P tAPPtR
a0 F d r am
. a+a9 mn . yy .

_3 t -4
°8
r
II
C
? k i
-4 -e +
;8
z tl= '
? 1
I
I I I I us ? g I I I 8

' -
`?
e?
I
zB
rte, _ I I an I
oistinoi 9u
'
_113
PII7IGLY,IIE 1'-9 . EC IVED
AuR A!aEJ
^?A x
r
a 3 l0 20 0100 1+00 2+130 3+00 4+00 S+OE 1Y ?biotl 1 ON, I
xDP.®xrncscuEr-m
-6 +50 0+ 00 wo

PIRMU 2+00

RE MM SYS 3+00

MI JUL 14 2006
a so 100 zo

'
cRAvmr 5=V
EFWrr c
C19

o1 Fa*L EaGi Engmrtnq Cmjbl`y, PZ ECEC PRCJ-= NO. 1900.23
Y....
-/ ZONE AE E SO
TOWN LIMITS (EL. ,s) _ . --' SxPLLgT
ACOE Eae en-
ES
4 Wetlands
S?ALLO?? ? { X40
_. _..• FROM FEMA FIRM MAP - i? -
Q] '
UPIaMS 0
1,
Normal High Water
ZONE VE ?/ 1 )?J I l r` f ?? 'Gm
ZONE AE (EL. 16) 1 ?? G% i, e J:: da
EL. 15 Limits of 75' Es uan9° / uplands
( ) Shon fine AEC 1 404 Wetlap. ss' _y
Project Boundary
? 1,
Approximate Coastal Wetland Line `"..t J . a
Uplar'ds
30' Coastal Wedand Buffer
Uplands
-f 7.
/ Limits of 75 Estuarine
Shoreline AEC /
Uplards
NoHi hWater
!
i I
outpareel l upla L rl 1 i 11 , - 1
. 404 Wetl
Project Boundary
EL i J 1
404 Wetlands lam/ - IC QCEAN
ZONE VE - ATLAiIT
(EL. 17) t - i t 1
sw ROURK % i .
i
' ZONE VE
ZONE VE - (EL. 23)
° (EL 18
- ZONE VE
(EL. 21) RECEIVED
ZO E VE DCM WILMINGTON, NC
SECONQS?>? I I / i -
JUL 1 4 2006
r
Limits of Ocean Hazard AEC
/
t SCALE: 1I I 4001
%•, - " • ?f First Line of Stable Vegetation /r SHEET -3 of

m
J;
y ?IC 0 ri A
A
1

R
o EXISTING CONDITIONS

FOR EAST COAST ENGINEERING

COMPANY P
A a

>
n
Az SST 3 of 11
naz WT r a
R"x NOT
wsr
+uona.n.ar unttn
m
= OCEAN ISLE DEVELOPMENT. .
.
.
`°"rt SE4
SUBDIVISION
491 B Hain Street -P.O. Box 2469 324 Village Road, Suite C
Sballotte, North Carolina 28459 Leland, North Carolina 28451
P Revised July of 2006 OCEAN ISLE BEACH, NORTH CAROLINA 910.754.8029 Fax [phone] Fax [phone]
LN[ CLWW MTIM" U'2' 4135554 OSTMC w131 x[5.43.51•[ 134T
MT?
AI N469J109't 17M UN: G'K.IxG w1 544525[ 19.71 _132 5[11903'! 24.54 wt6E XS+535]3'w 72.5' UM WRWG 02..55[[ riR 00TAxq E 2114 ll 5712+92[ 1433' 2410 _7 )2112[ 1224w3'! 2193' wi Unt uM LIMING MIAKI
X02 DT772gW ISX u 51611'1 D't 293.57' W! 542395[ '_ 0!' k
7[1073'! 1754 MW4 -300'[ 2'..,T H2C 535291" R2 X719[12'[ ILe .4 1017 ( 25
N 5 9 3 2P!91CC 5596. U 52557212w )La w5 WI JG x]TII'4at 24,70 55 1422
CE3 X94'5& [ 32n'2091'
U 71CI/9g[ .6 5EC1030[ W3J7 t3'] 5 219421
2992. N1745' 3_ 23 X`
5139PC[ 57.79 5 11
RI 5M.IT
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A I x 3069 I P.O. Bo A
L x D A BALD HEAD ISLAND,
k NC 28461
91 a457~7517
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X X M MARINA BASIN AT INSIDE OF SOUTH JETTY LOOKING WEST FRO
k LOOKING T OUTSIDE OF SOUTH JETTY LOOKING WEST LOOKING NORTH A
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k k FOR:
BALD HEAD 19LA
X PLANING DEPT
x _ k
k 0 A. CL ENTRANCE g, APPX EAST EDGE C. GREEN CAN #13
X ~ N 33°52'39.5" HANNEL WEST EDGE 0 OF SHIPPING C APPX
k Z W 078°00'06.6" STATE GRID COORD. OF SHIPPING CHANNEL
X X ~ STATE GRID COORD. E 2302015.7 N 33°52'50.5"
k ~ ~ ~ ~ oo E 2302933.4 N 48520.7 W 078°00'28.3"
k N 47917.8 STATE GRID COORD.
k ~ E 2301183,2
X X N 49068.9
X A-C = 2100 RECEIVED
X A-B =1100' L WIDTH FROM !ACM WILMINGTON, NC NOTE: SHIPPING CHANNE
k B-C =1000 T: APPX 700' NAUTICAL CHAR ,~,~iC ~ ~ 206
X X DIST FROM NEW JETTY EXTENSION END
k TO EAST EDGE OF CHANNEL: APPX 1000'
X ruwy. ~Sti CAR p
k NEW NAV LIGHT 0,..••••••.•,l~
i ~ ~ • ESS ..,ti PER PERMIT 0`i Ip ti9 Q .
k X a 9: ~ = SEAS ~ ' w
156ga s.
x X 2 . . • 00
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-'C GATED I RELO REA h ~ TED DREDGING A ~ 2 ;ELOCA ~ '~fv1ES
~C FOR SAND BYI k ASS OPERATION ~ hW )R SAND BYP P ~ k ROPOSEC?
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EXI TING
- ~ X _ R1• EXIST REVISION DATES
~REER k R'~ _ s ~ ING G1
x o0 z ER MB ISSUE
~~i N X i 4 Y A. ENT &2506 RANCE
X Q N 33°52'39. ° i
x I ~ _ ~;~gRIES' 5 3 W 078° ~ 00 06.6
_ _ u WATER LINE ~ ,IGH 300.0'
x x k ~ R2• STATE GR 4 GROINS .
k w ID ~ @ 300 O.C.= , ~ E 23029 G2 1200 33.4
k _ k N 4791
k ~ 7.8
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J f+') k k Q ANNEL P sit Area f ~ ~ .,ti,~, ~ or Sand By as P s _ ti L
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~;t Line of Vegetaion N R4• ~ ~ - 0 w
~ X _ _ g CA~~A ~ _ 220 ~ _ cn ~ Q N + ~ ~
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k k w 80 S
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_ _ _ - _ - 300' ± _ N i~' T ~ i
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BHI FERRY TERMINAL i !
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1- ~ •r ~ i min ..100
i~.. ' 0 ' 25 ~ 50
i •F.• DOCK (IN FEET)
50
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