20060960 Ver 1_COMPLETE FILE_20060614

DWQ Projects
Subject: DWQ Projects
From: Joanne Steenhuis <[e-mail]>
Date: Mon, 17 Jul 2006 15:51:19 -0400
To: Ian McMillan <[e-mail]>, Doug Huggett <[e-mail]>, Jason
Dail <[e-mail]>, "David L. Timpy" <[e-mail]>
The following projects have been issued:
1) DWQ Project # 060960 The Peninsula /Patrick Ballantine Bruns - No 401 required
6/29/06 LAMA Express
2)DWQ # 060978 The Nautical Club/Shearin Family Investments - GC3494 written
7/14/06 CAMA Express
3)DWQ 060944 Channel Bend HOA - GC letter for GC3490 written 7/14/06 LAMA
1 of 1 7/17/2006 3:59 PM
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
June 12, 2006
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Charles S. Jones, Director
EXPRESS PERMIT
William G. Ross Jr., Secretary
Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit o 2??11M(?
Division of Water Quality-Surface Water Protection L5 LI VV LS
D
Jason Dail JUN 1 4 2006
Express Permits Coordinator 13ENR - WAFER QUALITY
WETLANDS AND STORWATER BRANCH
CAMA Permit Application Review
The Peninsula at Ocean Isle Beach C/o Patrick Ballantine
Project Location: located at the intersection of Old Causeway Drive and the Ocean Isle
Beach causeway, Ocean Isle Beach, Brunswick County.
Proposed Project: The applicant proposes to construct a 24-lot subdivision including: roads,
utilities, swimming pool and bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 5, 2006. If you have any questions regarding the proposed project, please
contact Jason Dail 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.
SIGNED
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.
DATE
PHONE #
127 Cardinal Drive Extension, Wilmington, North aro Ina -3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
r?
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: The Peninsula at Ocean Isle Beach C/o Patrick Ballantine
2. LOCATION OF PROJECT SITE: The site is located at the intersection of Old Causeway Drive and the Ocean Isle
Beach causeway, Ocean Isle Beach, Brunswick Co.
Photo Index - 2000: 2-21, X 17-18 1995: 1-9, K, L, M 19-20 1989: 4-193-14 F, G, H 6-7
State Plane Coordinates - X: 2171094 Y: 51651 Rover File: V-060110A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/01/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - completed = 6/1 2/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Ocean Isle Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: OH, ES
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Municipal sewer
(F) Type of Structures: Existing - Partial bulkhead and dilapidated pier
Planned - 24-lot subdivision including roads and utilities, swimming pool and
bulkhead.
(G) Estimated Rate of Erosion: 2 ft./yr.
Source - 1998 LAASCR Page 2 of 60
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLFD OTHER
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
Open Water f
(C) Other Disturbed - 1.2 acres
High ground (52,272 sq. ft.)
(D) Total Area Disturbed: 52,272 sq. ft. or 1.2 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a 24-lot subdivision including: roads, utilities, swimming
pool and bulkhead.
The Peninsula at Ocean Isle Beach
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at the intersection of Causeway Drive and East Third Street, in Ocean Isle Beach,
Brunswick County. The tract is a peninsula of land bordered by two man-made finger canals to the east and west. The tract
is 4.75 acres in size and is vegetated with typical maritime shrub thicket vegetation along the man-made canals, which
consists of Wax Myrtle (Merica cerifera), Yaupon (Ilex vomitoria), Red Cedar (Juniperus virginiana), and Catbriar
(Smilax spp.). Highground abruptly falls to coastal marsh along a 3-ft. to 5-ft. embankment at the shoreline. Adjacent to the
shoreline, there is a marsh border, approximately 20 - 30 feet wide, which consists of Smooth Cordgrass (Spartina
alternii fora), Salt Meadow Grass (Spartina patens) and Glasswort (Salicornia). The property has approximately 1,400
linear feet of shoreline (600' - 700' of which is currently bulkheaded). The shoreline along the eastern property boundary
is partially stabilized by a 500' section of bulkhead, and a 150' section of bulkhead exists along the edge of the escarpment
in the southwest corner of the property.
A small, dilapidated pier is also located adjacent to the property. The pier (approximately 35' in length) extends in a
westerly direction from what is shown on the work plan drawings as Lot 10. The pier terminates into a 6' x 25' section of
floating dock, which runs parallel to the shoreline. The applicant has indicated that the pier would be removed during
construction of the subdivision.
The waters of the Atlantic Intracoastal Waterway and man-made canals, adjacent to the project, are classified as SA by the NC
Division of Water Quality. These waters are not designated as Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries. According to maps provided by the Shellfish Sanitation Section, the adjacent waters are CLOSED to the harvest of
shellfish. A portion of the project is located within the High Hazard Flood Area, as indicated by Zone VE (elevation 18) on the
Flood Insurance Rate Maps for Ocean Isle Beach. The High Hazard Flood Area (VE Zone) associated with the subject property
is contiguous to the Atlantic Ocean.
PROPOSED PROJECT
The applicant proposes to develop a 24-lot, single-family subdivision including: roads, utilities, swimming pool, and
bulkhead. Development would include grading and filling of approximately 1.2 acres of the property for road construction
and utilities installation. Individual lots sizes would vary between 4,000 to 4,500 square feet, with a project design density
of 4.8 units/acre. Access to the subdivision would be provided by a one-way street, which would enter the property from
Third Street. The driveway (approximately 12' wide) would consist of a 30' paved right-of-way that would circle the
interior portions of each lot. The one-way drive would exit the property on the western side of the entrance drive, opposite
of the proposed vegetated islands.
The applicant proposes to construct a 6' wide concrete walkway that would begin along the southern property line, adjacent
to Third Street. The walkway would span in a northerly direction and run through the two vegetated islands. The walkway
would terminate in a covered gazebo located at the far northern end of the island, on the landward side of the proposed
drive. The stormwater lift station and the by-pass drain would be located beneath the proposed gazebo. The by-pass drain
would divert flow towards the north, through the proposed 50' vegetated swale located between Lot 12 and Lot 13.
In addition to the existing bulkhead, the applicant proposes to install approximately 900' of new vinyl bulkhead starting in
the far southwest corner of the property. A new 180' section of bulkhead would replace the existing wall located in the
southwest corner. The new wall in this area would be constructed within the same location as the existing bulkhead, due to
the presence of wetlands located immediately adjacent to the existing bulkhead. The new bulkhead would span north and
wrap around the peninsula, ultimately tying into the existing bulkhead, located on the eastern side of the property. The
bulkhead would be located landward of the joint "type 404" and coastal wetlands line.
Lastly, the applicant proposes to install a swimming pool in the southwest corner of the property between Lot 3 and Lot 4.
The pool (55' x 35') would be located within the 75' Area of Environmental Concern (AEC), but outside of the 30'
Coastal Shoreline Buffer.
The Peninsula at Ocean Isle Beach
Page Three
10. ANTICIPATED IMPACTS:
The initial grading of the property for road construction and utility installation would result in the disturbance of
approximately 1.2 acres of high ground. The proposed roadways and pool construction would result in the creation of
approximately 14,420 square feet of impervious surface. Subsequent individual lot development would create additional
impervious surface area, and would require individual lot owners to obtain CAMA Minor Development Permits from the
Town of Ocean Isle Beach for all lots within Areas of Environmental Concern (AECs). There is the potential for an
additional 24 private piers to be associated with the subsequent development of the residential lots adjacent the man made
canals.
Submitted by: Jason Dail Date: June 12, 2006 Office: Wilmington
%orTHVE''
Mmm PPLICATION
DIVISION OF (To be completed by all applicants)
COASTAL MANAGEMENT
1. APPLICANT
a. Landowner:
Name The Peninsula at Ocean Isle Beach LLC
Ta, c k lea l (mr.?
Address clo Ooke• 1 Causeway Drive(
City Ocean Isle Beach State NC
Zip 213469 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Naive Land Management Group
Address P.O. Box 2522
City Wilmington State NC
Zip 28401 Day Phone [phone]
Fax [phone]
c. Project name (if any) The Peninsula at Ocean Isle
Beach
NO?E: Permit will be issued in name of lmdoweer(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
b. City, town, community or landmark
Ocean Isle Beach
c. Street address or secondary road number
Causeway Dr and East Third St.
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) AIVWV
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.
Subdivide land into 24 single family residential lots, install
associated utilities and \subdivision road, Pool and install
bulkhead,
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
Puroose is to create 24 residential lots with utilities create a
paved access road to the lots provide a pool, and bulkhead
off remaining area around the peninsula not already
bulkheaded. Standard and good construction practices will
be used for the installation of all structures and road.

a. County Brunswick
Form DCM-M -3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of huildinQS_ facilities. units. or
structures proposed _
1 pool
b. Number of lots or parcels 24 sinpip family I is
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
If yes, date submitted To be submitted concurrently
i. Describe proposed method of sewage disposal.
community sewer system
c. Density (give the number of residential units and the
units per acre) 24 residential lots, 4.8 lots/acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. -1.2 acres
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 5obmitted to the Division of Land
Resources? Yes No
If yes, date submitted ?T2clr (l
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt
j. Have the facilities described in Item i. above
received state or local approval?
(Areach appropriate docunwntation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
None
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Community
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the, lot(s) platted and recorded? N/A
Applicant or Pro ect Name
S' une
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. o% n?" n4144^'
pj??
Date
Yes X No
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4.75 acres
b. Size of individual lot(s) --0.1 acres
Approximate elevation of tract above MHW or
NWL 5,
d. Soil type(s) and texture(s) of tract
NhE NeE
e. Vegetation on tract tract is maintained in mowed condition
with typical salt marsh spp along edge
f. Man-made features now on tract
existing bulkhead along Pastern adge mn ?ii?rl
g. What is the CAMA Land Use Plan land
classification of the site? (cm.rsft the local land use plmi.)
X
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
OI-C-2
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Anaeh zoning caonpliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
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
If yes, has a delineation been conducted?
(Aaach c) i ration, if a--noble)
m. Describe existing wastewater treatment facilities.
Non p currently on-site_ Future Into
will have community sewer
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.) None
o. Describe existing drinking water supply source.
None currently on-site, Future lots will have
community sewer
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 1/2" by 11" 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 the
Form DCM-MP-1
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 project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Odell & Virginia Williamson
2 Casueway Dr Ocean Isle Beach, NC 28469
Name Generation Builders Inc
Address 593 Tarleton Dr Oak Ririee
Phone NC 27310
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
i
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 of North 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 ?-S day of ti-
Print Name r' aAXA- .SiAS44 ?- t-.1JJ k?64141 '
01
Signature
r or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
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.
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges 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.
Describe below the purpose of proposed
excavation or fill activities. All values to be
given in feet.
Average Final
Existing Project
T.envih Width Denth Denth
Access channel
(MLW) or
(NWL) Iv
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other (Excluding
shoreline
stabiliz-
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED r4A-
MATERIAL
a. Location of disposal area 1
b. Dimensions of disposal are
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the
water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 800 linear feet
c. Average distance waterward of MHW or
NWL
d. Maximum distance waterward of MHW or
NWL
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material
Vinyl sheet pile
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material Clean fill sand
i. Source of fill material
Per contractor
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
f
i
1
I
a. Will fill material be brought to site?
Yes No
If yes,
(1) Amount of material to be placed in he
water 1
(2) Dimensions of fill area
(3) Purpose of fill
i
b. Will fill material be placed in coastal wetl
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
S GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
d
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
6?'-GU41 t_ , 6t d d*Vw
c. Will wetlands be crossed in transporting
equipment to project site? Yes \,r No
If yes, explain steps that will be taken to lessen
environmental impacts.
?fci hlw(,--a
Applic nt or roject Name
7natur
Date
Revised 03/95
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Fishing Pier
5unseC Beilch Fishing Pier
r
1 mile 0' 1 mile
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 2000 p. 87 SCALE 1" = 1 mile
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants The Peninsula at Ocean Isle Beach
P.O. Box 2522 Applicant: The Peninsula at Ocean Isle Beach, LLC
Wilmington, NC 28402 Vicinity Map
910-452-0001 Location: Ocean Isle Beach
cMc # 02-05-411 Date: 8/2006 Sheet / G
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Map Source: Shallotte Quadrangle 7.5 minute (topographic) 1990. SCALE 1" = 500'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants The Peninsula at Ocean Isle Beach
P.O. Box 2522
Wilmington, NC 28402 USGS Topographic Map Applicant: The Peninsula at Ocean Isle Beach, LLC
910-452-0001 Location: Ocean Isle Beach
LMG # 02-05-411
Date: 8/2006 Sheet, , , l i l l
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Map Source: NRCS Soil Survey, Brunswick County, NC. SCALE 1" = 200'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants The Peninsula at Ocean Isle Beach
P.O. Box 2522
Wilmington, NC 28402 NRCS SO11 Survey Applicant: The Peninsula at Ocean Isle Beach, LLC
910-452-0001 Location: Ocean Isle Beach
LMG # 02-05-411
Date: 8/2006 Sheet / ?
Map Source: 1998 NAPP aerial photography
SCALE 1" = 200'
CAMA Major Permit Application
The Peninsula at Ocean Isle Beach
Applicant: The Peninsula at Ocean Isle Beach, LLC
Location: Ocean Isle Beach
Date: 8/2006 Sheet
0 500' 1000'

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(s¢ OCTAL)
New Bulkhead, Landward of tland--_j-
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Joint 404 Coastal Marsh Limit
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ORIGINAL DESIGN AND DRAWINGS
Project, Dater F
BY: ;eQnul „(?? LJeTOUfI, .?rw. THE PENINSULA 5/9/06
?0+wuretvtTT,u7t?a? ?aemeuUam?o.
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ORIGINAL DESIGN AND DRAWINGS _-
BY: ??pp ff ,I jt ??yya Project: Date: Revlslon Oate?
d.(Nta ..garmam ?7T6U?1? ?nc. THE PENINSULA 2/9/06 NA
??wimo?vnwnt*o.? 1°oaau?.?am+'i
Applicant: Scale: Job Number:
- AppliCnnt 1'=200' 00-00-000
?? t i I,r I I IIJI 1`.'t- ---440 ,`Foal Offu $ox 2522
9vdm;nglo7,, ? d 28A02 rice: D,o- Br Sheet N-ber:
gd;ldw^,: 9I0-1152-0001 SANITARY PLAN AND PROFILE CLC 7 Q jU
RIGA MICDW6.FABR e?
T-!

a
-STEEL OR. POST
-WIRE MESH FOR STA . FABRIC
-STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-DRECTION OF WATER FLOW
?K-ATADION FABRIC SKIRT
MIN. 5' DEEP & A' WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE YIN. OF 00' IN MOTH WITH
50 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
t. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
O. STEEL POST SHALL BE ANN A• N HEIGHT AND BE OF THE
SELF-FASrI STEEL ANGLE TYPE.
A, WORD POST SHALL BE A YIN. OF A' IN HEIGHT AND
A• N -TER. FABRIC SHALL BE FASTENED To
WOODEN POST WITH NOT LESS THAN 19 WIRE STAPLE
T• LONG OR FIE WINES.
TEMPORARY SILT FENCE
NTS
/-;C 10=
M Tr xa SwaF dl w?
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SIPFWAL AL H JOINT DF TAILS
m
1 In' S 9! ABC SLWACE C0.Ry (,RAOT)
6' ABC BASE COURSE (Ninon
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS CONTRACTOR SHALL
COORDINATE .1CW4ER St
CEOTEONCAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECT)ON
NIS
I In• S 9.5 ABC SURFACE COURSE (MCDOT)
Yl' ROR
5• 6• 12' 6' Y
P'I r
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6• ABC BASE COURSE (Mmop
SECTION
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ALL SEWER MANHOLE!
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GUIDELINES FOR STANDARD HYDRANT
°oiDA.a?
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>ma
STAINLESS STEEL N
PAVEMENT AREA AND
.ASTC N N
STANDARD MANHOLE-, P PIi1?MCNT AREWAS /
\
FRSEAME d COVER•
E DETAIL YARN FRAME SEAL

TYPE 'N' ASONRY-
MORTAR, 1M' MAXIMUM
ECCENTRIC CONE-
SECTION (TYPICAL)
I' BUTYL MASTIC-
ROPE SEALER
PRECAST AB' MANHOLE-
SECTIONS AS REQUIRED
ASTM C47EL INTEGRAL
FLOOR, UNLESS
SHOWN OTHERWISE
T CONCRETE
ADJUSTMENT
MN. A' HIGH
)M OF Z)
NOTE&
1. NEOPRENE BOOT, NOR-N-SEAL OR
EQUAL, TO BE USED ON ALL PRECAST
MANHOLES WITH ALL TYPES OF PIPES
Z, PIPE GAUP (}DO-SERIES NON-
MAGNETIC CORROSION-RESISTANT
STEEL).
? EXPANSION BAND (KORBAND 6061-76
ALUMINUM ALLOY WITH A BLACK
ANODIZED SURFACE
VERT. SEE B00T
WY NOTE
S' YIN. 3
,X--SEE NOTE
Z
CONCRETE
b AantcATE BED,
N0. 57 S7ONHE
CQH-TE ---FORM NKRi TO 4A1G1
TYP. T. PIPE SLOPE
NOTE: ALL MANHOLES VATHIN NCDOT RIGHT OF WAY SHALL BE CONSTRUCTED PER NCOOT STANDARDS.
STANDARD PRECAST CONCRETE MANHOLE
N07 70 SCALE
SIM-
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STORMWATER PUMP STATION DETAIL
N1.5.
SYSTEM OPERATIOM
1. RIPS NR ACMAI[D IN TURN ON Rd[ AND OPERATE IT 7
CONDITIONS ARE MET. FOIST IS SKNAL FROM INF&IIIATION BASIN
HINT T 15 NOT FULL. SECOND IS 24 HOURS HAS PASSED SINCE
"XTUTION BASK WAS FIAL.
2. PINK WILL CUR OFF AT TURN OFF LEVE OR WHEN SRDML
FROM .ruRAIION BASIN INDICATES A ruu SIMAT101A
ORIGINAL DESIGN AND DRAWINGS
BY:
Ep r 1' Ip ¢? Project
d
OFLO 7L
THE PENINSULA Dote: ReVislon Oote?
2/9/06 NA
NORRIS, KUSKE & TUNSTALL ?
CONSULTING ENGINEERS, IN 7C Applicant: scale. Job Number

902 MN4KET STAM NuW 01I) w-NM
wA.c1a. INS. 2ew1 d
~' -tea I
Yw-d 09" /? ,?om -9522
T
9 Applicant )•=za0, DD-DD-ODD
Arvl, 81102 Title:
Wd,Y2;,N?LE?1., . EI,& 16am irL¢ -
qL
J9: 910-115-9-000f

ETAILS

er:
Drawn B Sheet Nu b
Y'
ELE`?}
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
VEGET? FILTER
TEMPORARY/PERMANENT
GRASS SPECIFICATION
SEE PLAN FOF
ORIENTATION
CONC. COLON
ASPHALT
PLAN
CASTING
NOTE: 2' X 2' DROP
INLET FRAME k CRATE
SHALL BE HEAVY DUTY
P 1E
PRECAST SI E
OR V
61. 6'
E
BRICK MASONRY - N

FLOW

3000 PSI CONC. -
SECTION
DROP INLET DETAIL
NTS
N
21' PERFORATED
METAL OR PLASTIC
PIPE
STREET OR GRADE
A.B' MAX.

EMP I
BOTTOM FLFV. B
2 C A
-CiMl WASHED STONE
J TO TER FABRIC _
INFILTRATION AREA #1 & #2 CROSS SECTION
NOTE: EACH BASIN IS 125 FEET LONG.
•A? l7T(MAO IK
g
C 7[ THRUST BLOUI ii
MCiDm ArDIOA RRG N
? DVD TIN
PPE SEE NOTE 2 V . `.
m v
801701 SECTION AA-A'
EL ION VIEW
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rwNER[oF"' tF J,, m t9ENOI EVIL
,MrcRtD
BvDU L_ !1 4 END
INU
PLANVIEW
50
SOEIW uF ANCHOR RIG AND CONCRETE THRUST
BLOCK DIMENSIONS AT ALTER MAN ENDS
1XIAIMA
OF PPE KoM NUM
A WILOT I HL9 Mm1
1 AHIQ RO9
-ma

-/ -/
1
1 V-4' 2 -1- 1
1 /
1 -/
MOTES, I. SIZE OF CONCRETE THRUST BLOCK MOUND ANCHOR RINGS TO BE
DETERMINED BY TRENCH OWNSON PLUS EXTENSION A INTO SUES AND
0070M AS SHOWN N SCHEDULE. WNUR[ MID 50[S O DITEr TO BE
POU RED AGAINST nRM UNDISTURBED GROUND. Fu AGAINST BLOCKING TO
BE COMPACTED TO 901 PROCTOR FOR LENGTH ALONG THE PALE OF AT
LEAST 6'-0'.
2. EACH SIDE FOR PIPE WIN ONE ANCHOR, LOCATE ANCHOR 4'-0' FROM
DEAD- END AS SHOWN FOR PIPE WITH TWO ANCHORS. LOCATE FIRST
ANCHOR S'-D' BALM FROM DUD EMIT AND LOCATE SECOND ANCHOR
9'-0' FROM FIRST ANCHOR.
0 ALOE tHMf BOOK OCCUI , DI Tip01 SNOMD BE A DE MAMA IFIDRI
1. CONCRETE SHN2 HALE MFUIM 26 DNS CW9ESSK STRENGTH O 2000 PB
5 USE DUCTILE FOR WE FOR IC' Do EACH SIDE O TRUSI COLLAR
GUIDELINES FOR THRUST COLLAR INSTALLATION
NTS
1. CHISEL COMPACTED AREAS AND SPREAD TOP501L 7 RIDES DEER OVER
ADVERSE SOIL CONVIT NS.
7 RIP M [ROME AREA 10 A 6 INCH DEPTH.
5 REMOVE ALL ROCKS. FOOTS AND OMR OBSTRUCTIONS LEAVING SURFACES
SMWTN r0 MOONN.
1. APPLY NGWOLTUA L1RE AND FERTILIZER UNIFORMLY AND M WITH SM.
IN: U LYS. PER 1000 SF,
PHOSPHOROUS, 20 LOS PER IWO Sy.
11DA2EE 17 LBS. PER ]ODD S .F.
5. E 71UA L:&S WELL,PLLKRIZED. FAIL INFORM SEED BED
ARE
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED UGHTIY.
2 - 7 LOS PER 1000 SE. (SEE MIXTURE BELOW)
7. MULCH RIMEPNTEIM AFTER SEEDING AND ANCHOR MACH
GRAM SRAM O MAY At 75 N 100 LOS PER 1007 S.F.
MOOD GIPS AT 500 IBS. PER IDOD S.E.
JUNE W MESA AS PER MANUFACTURER
a. ASPHNLI FOR MpUOIb? MLLa SNAIL K TYPE SS, EMASKN A MD
ABED D A MrE OF 1000 C_ PER ACNE FOR SLOPE SIABLLIATgTA
ANO ISO GA. PER IOM O ST- FOR ANCHORING SINAM.
9., IIVVPECF THE PL ?Y ARM IF P00 OSSIBLE. NECESSARY A CRASS SSI REPAIRS SHOULD OR RESEED
OWR SM DMMQO. REESTABLISH FOLLOWING ORIGINAL LINE. rERTUHR
AND SEEDING RUES.
S. Ny( pN NANN?t
10. p
rERTU7ATON Aii[R P[wiYVEME WER G [_S1.r 6."` A'WW. AM
11. SEED FOR TEMPORARY NO PERMAME APPLGAIIOAS SHALL K:
fix CARPET GRASS
2111 BERMUDA GRASS
7011 TUE rE9R'C
;OX CREEPING RED RESCUE
7111 ANKWL RYE 0955
-WRMDA SEED SMALL K NUCLEI) FOR WARM MEARRR
NAMWIHG PURITY OF SEED SNAtj BE A MA. O 9611 ANO
GERMNATpM SMILE BE A MN. MR.
ALL DSN1aE0 AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE CONNEFON
OF CNAOW
CO AXT CONSERAIOI EMFAME[R OR SEAL CONSERVATION SEWVa FOR
AOOnIONAL NOIAAAROW CONORIIW6 OMR ALFERATwS FOR VEGETATION
OF DENIM ARIAS M AIDE VECEIATON BARS ARE THOSE WHICH GO
WELL UNDER LOCI CODTONS. 01HR SEEDING SCHEDULES MM BE POSSIBLE.
EROSION CONTROL NOTES AND MAINTENANCE PUN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING AIRY RLNOFr-NODACNG RARFALL MIT N NO CASE
LESS THAI ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
10 MAINTAIN ALL PRACTICES AS DESONEO.
2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION 04 AS
SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES
WALL BE DECKED FOR STABLIR AND OPERATION FOLLOWING EVERY RIMOFr-
PR000CNG RAINFALL BUT IN NO CASE LESS THAN ONCE AIRY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MMRAN ALL PRACTICES AS
DESIGNED
0 MNTAN THE GRAVEL CONSTRUCTION ENTRANCES N A CONDITION TO PREVENT
MID OR SEDIMENT FROM LEAVING TNE CONSTRUCTION SITE. THE CONTRACTOR
SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASS. THIS WILL
REOIRE PERIODIC TOP DRESSING WITH A00104M. NO. 1 SINE, ANY
OBJECTIONABLE MATERIALS SPILLED. WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS SMALL BE RENC(D IMMEDIATELY.
1. INSTALL ERD10N CONTROL MEASURES MOAN THE DROP NETS AS SHOWN
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
COOROL AROUND M INLETS AFTER EACH RAN AND WINE REPAIRS -COMTELY.
REMOVE SEDIMENT WHEN R BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
STORAGE VOLUME FOR S BS[OUENI RAMS. WHEN THE COWR*)Ut1 G DRAINAGE
AREA HAS BEEN ADEOUATELY STABILIZED. REMOVE ALL WTERAS AND NR
UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE O IT PROPERLY. BRING THE
DISTURBED AREA 10 DOPER GRACE AND FPPRONMATELY SIAERIZE ALL BARE
ALFAS AROUND THE DROP NETS
5. SEDIMENT WILL BE REMDED FROM BEHIND THE SLY FENCE MEN IT BECOMES
0.5 n DEEP AT THE RHO[. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MANIAN A BARSCR
6. NOM OR FILL SLOPES SAL EXCEED A SIDE SLOPE DE I VERTICAL TO 0
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
BE SEEDED AND STAMIIED MINN 15 DAYS
7. NO M OR FILL SLOPES SMALL EXCEED A SIDE SLOPE O I VERTICAL TO 0
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PULL ALL SLOPES SMALL BE
SEEDED AND STABILIZED WITHIN 15 DAMS
S. ALL DISTURBED AREAS SMALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE.
ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS MCESSWY, AND MULCHED
ACCORDING TO SPECIFICATIONS N THE KGEYAIK PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGEIATM COVER
9. MORE SIRNGEM MEASURES SMALL BE USED TO HALT EROSION IF THOSE SOWN
ON THIS PLAN ARE NOT EFFECTAE.
10. ALL EROSION SMALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PHOIECT S COMPLETED.
II. REMOVE TEMPORARY MEASURES UPON COMPLETON OF PROJECT. ALL
PERMAEM MEASURES WILL BE WELL ESTABLISHED BEFORE PROTECT CLOSEOUT
ORIGINAL DESIGN AND DRAWINGS
BY:
FN 1(T 1°;. i I r I IT x!':1.1
P
? I
?amd N?a'La?.a'FFL°n`l ?r«t'2,, 3-Ftc. PrOjPCt
?2YLIAi7NDEVnwmfa? ?DDaLeNAffOnJb
Applicant
.`PO4 Off" gaz 2522
W
p' .lam/, ?& 16cL,,,6 N 28402 Tale
a
JP.CE/LIl07lC: 9f0-452-000f
THE PENINSULA 2/9/06 NA
Scale: Job Number.
Applicant 1-200' 00-00-000
be,
/ /O
Dra- By: ELG She??un a
DETAILS

I' BY: -
A NORRIS, KUSKE gt TUNSTALL
CONSULTING ENGINEERS, INC.
JUN 12 2006 COASTAL DIVISION OF
??•?dS.v,' ,6on4a& '??

VtA/"?
l ? ? I
'r
Wetland Survey For; q3y
' Casi,l Wd:W Oro
The Pen1n5da At Ocean 151e Beach, LLC
5 ?
5.dW To,+n1.p Nn dC-ty. N. C. Y
a 50 100, 150 0
Soc 1' . 50 My , 1, 2wa '
' (oast 3
? ? / Nam,l n,5h Wrtcr Urc
t\ M.t GCxI Vi'{? 3
h ti T. 6?SWf OCMr
"V ?f 2aU S. ? F
8 57+'13'+3'f v i
- 10D 12
Canal ;
ZONE C2
?c ,;roe°.•. ?
3
L
PA 011 .Nneol
11 132. P, 525 /
2

N 1.5352• [
+ 19 11
9 92
a
Oxu CeGwd W
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CE E96, rN X3554• w
w•. su
x I s59sr [
101 67
O d D.C d w4?em
oe ex, r,. lose
W], ea 21
570.1+'1r[

I,Dw<Wnum]m
oee15, r1 Ion

N 15-0+54•[ W 2, 21
99.35' 1(NJ[C2
GDMM[IiLW
UD- W4-
CDey. r,. 1019
w 1N14
Now nqn W.-
17 1.
ci a ux
] b' ] u, u7 w us a y
111 1» 113 114 ! 171 to t 17] lea b3
,
TOTAL AREA
206810.7 50. FT. s `t
4.75 ACRE5
BY COORDINATE5 // xy tx
UPLAND AREA WETLAND AREA OV ape 6
f,p Sl t 5
200296.850. FT. 6356.550. M.
4.60 ACRES 0.15 ACRS ['ll v ;o
BY COORDINATE5 BY COORDINATE5 F
CN
I?ni? iS Saryrc aS Caa?..l
4,rt-ttd-+?d (<'??' Yo'E(
Tr,.nx d C- W-W U-
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¦
N 19.4400 [
4.22
GO' P.Ad
NORRI5 ? WARD 5--'?°
DnwM RDW
Land 5urveyor5, P.A. COSY SMN ZONECz
North Groben 4 5outh CGrobna wa O, 050615
Pwe NO. 0504155M31Th'
25701003
51den UO
C/sah, RC. -7 DD. 1386, PG. 1022
MC. 23, PG. 101
N 69'5922 W 379.07 49300
Tb1rd Street
U-pw d 51wx
F-677-1 2:' w .877
2]2.78'
ZONE C2
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m
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101.31'
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. 558 m
09h. 1264. PG. 958
13
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5 ATTINID5 CEW IIfICAnON POR U 5. AXW COItM OP fNGINfM
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3
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I
LEGEND

114.9'
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9 ¦ C- Morvw Powd

257D101301
Town Of Ocean Isle
DB. G 14, PG. 755
IRON ROD FD
Second Street
I I
5NEET I OF 2
'V
I``nv
vl
OB
juN 12 2006
DIVISION OF
COASTAL MANAGEMENT
Wetland 5urvey For;
The Penln5UIa At Ocean 151e beach, LLC
51.11-Tw+ p Sr.-k Carry, WC.
0 50 100 150
Sun I' ? 50 W+R' 11, 2we
8
ZONE C2
O
0 .I
L
z
15'5352'
19.92'
N 1555ErC
IOI.6T
N 1594'54'
99.35'
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OE 731, r3 53
M

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4.75 ACRF5 5
3 5Y COORDINATES
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3 200296.5 50. rT. 6356.8 50. Fr. f
4.60 ACRE5 0.15 ACRS (AI S J µ ;o
5Y 000RDINATE5 13Y COORDNATE5
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