20031390 Ver 1_COMPLETE FILE_20031027

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OIL-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
October 23, 2003
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Mr. John R. Dorney
Division of Water Quality
.?, , ' f
Ed Brooks
Acting Express Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Stuart Cooke/Maritime Place Dredging and Community Pier
N'"MDS1401 G80
UP
OCT 2 7 2003
WATER QUAIITYSEC
TION
East 7th Street, near intersection of Shallotte Blvd., Ocean Isle Beach, Brunswick Co.
To maintenance excavate a channel and boat basin and to construct a community pier.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 13, 2003. If you have any questions regarding the proposed project, please contact Ed Brooks at
910-395-3900. 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Stuart Cooke / Maritime Place Dredging and Community Pier
2. LOCATION OF PROJECT SITE: East 7th Street, near intersection of Shallotte Boulevard, Ocean Isle Beach,
Brunswick Co.
Photo Index - 2000: 4-33 W-X 3-4 1995: 2-24 U-W 16-18 1989: F-G 5-6
State Plane Coordinates - X:2184300 Y: 55700 Rover File:
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 09/04/03
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 10/21/03
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Ocean Isle Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW PT
(C) Water Dependent: Yes
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Municipal sewer
(F) Type of Structures: Existing - None
Planned - Community Pier
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRFDGM FTT T Pn r)TURi?
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands 44,100 sq. ft. 360 sq. ft.
(open water) incorporated

(C) Other __ T
43,605 sq. ft.
High round spoil disposal
(D) Total Area Disturbed: 88,065 sq. ft. or 2.02 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to maintenance excavate a channel and boat basin and to
construct a community pier.

Stuart Cooke -Maritime Place
Page 'rwo
!). P10dEt " 1' I)FSCRIPTION
East Coast Engineering, on behalf of Mr. Stuart Cooke, has submitted a CAMA Major Permit Application requesting
authorization to perform maintenance dredging and the construction of a community pier for the proposed Maritime
Place Stibdivision. Mr. Cooke has requested that this application be processed under the Express Review Permitting
A separate CAMA Major Permit application is currently under review for high ground disturbance
;ISSO(76i+ (l with the construction of the infrastructure for the proposed subdivision (see field report for Stuart Cooke
l;wNl: 30, 2003).
The applicant's project is located at the northeast end of Ocean Isle Beach in Brunswick County, adjacent to the
Atlantic Intracoastal Waterway (AIWW). The property is located along East Seventh Street - near the intersection of
East Seventh Street and Shallotte Boulevard. To find the property cross over the high rise bridge onto Ocean Isle
Beach. Turn left onto East Second Street and continue to Shallotte Boulevard. Turn left onto Shallotte Boulevard and
c:ontit+ne to bast Seventh Street. Turn right onto East Seventh Street. The property is on the left (north) side of East
N',.vcilth '41-cot. The tract is 4.41 acres and mostly cleared of vegetation. Several small stands of Southern Wax
Myrtle (blerica ceryera), Yaupon (Ilex vomitoria), and Red Cedar (Juniperus virginiana) exist on the site. The
01'00e, ly c:omists of two strips of high ground, which range in elevation from 6 feet to 11 feet above mean sea level.
Both strips extend from East Seventh Street north towards the Atlantic Intracoastal Waterway (AIWW) for
approximately 450 feet. The two strips of high ground are connected along East Seventh Street. Two existing dirt
roads, spaced approximately 300 feet apart, enter the property from East Seventh Street and continue across the two
high grouted strips approximately 400 feet towards the AIWW. The high ground strips of land appear to have been
rcaat;,l lu?i?i;; dr, dredging of a basin adjacent to the property in the 1970's when the property was known as "Camp
NA:iwir;" (tae North Carolina Dredge and Fill Permit #130-74). Permit #130-74 authorized the excavation of a basin
iw oi:,,, ;im,ately 500 feet in width by approximately 500 feet in length, to a depth of -12 feet at mean low
wv,a ,t• (iiM 1, ?,y) . ' L'hc dredged area extended to approximately 230 feet north of the US Army Corps of Engineers Right
`,`r + r tIv. edge of the federally maintained channel. The previous dredging created an embayment off the
i t high ground property now fronts. Current water depths in the embayment range between 0 feet
to -1 foot at MLW.
The property has approximately 1,053 linear feet of shoreline along the embayment. Approximately 500 linear feet of
shorclitae at the waterward ends of each of the high ground strips is currently stabilized by a timber bulkhead. The
areas between the two highground strips and the area east and west of the applicant's property is vegetated with Smooth
t'ordgtass i??(arsit (Slutrtina alterniflora). The shoreline in these areas is not bulkheaded. Along the eastern edge of the
i ,Pen iy, i!,..• a y>+icruU:'s property line averages approximately 35 feet landward of mean high water (MHW). This
11ruro,v :,it ill, of i;+tul, approximately 500 feet long, is under separate ownership. On the western side of the property
the applicant's property line more closely follows MHW, however, there are several small strips of land between the
)rw1wrty line and MHW that are also under separate ownership.
The waters of the AIWW adjacent to the project are classified as SA by the North Carolina Division of Water Quality.
Tlw- area ir, dc:;iunatetl as a Primary Nursery Area by the Division of Marine Fisheries and is open to the harvest of
Shellfish.
PROJ14,CT
The applicant proposes to perform maintenance dredging within the previously dredged area and to construct a
community pier. The dredged area would consist of a basin measuring approximately 45 feet in width by
'?)'i feci ict length, extending from the tract's western property line to eastern property line. The basin
! t,pr )xitnately 80 feet water ward of the existing bulkhead. The applicant is proposing to connect this
basin to the AIWW via a 40 feet wide by 407 feet long channel. The basin area and southern most 225 feet of the
Stuart Cooke - Maritime Place Dredging and Community Pier
Page Three
approximately 10,000 cubic yards of material. The dredging would be accomplished by bucket to barge with disposal of
the dredged material on the existing high ground property. Once de-watered the acceptable material would be used on
site. Any unacceptable material would be hauled off site to an approved location. The dredged material would be
contained on site by reinforced silt fence with stone outlets.
'Iic applicant is also proposing to construct a community pier. The pier would begin at the common area between Lot 9
and Lot 14 and would extend to the edge of the dredged basin. The pier would measure 6 feet in width by approximately
j feet in length. At the water ward end of the pier, the applicant is proposing a 20 feet wide by 10 feet long fixed
pl.,Aform sitting area. The platform would ramp down to an 8 feet wide by 20 feet long floating dock which would
provide docking space for one vessel.
10. ANTICIPATED IMPACTS:
The proposed dredging would result in the disturbance to approximately 44,100 sq. ft. of previously dredged shallow
M?'om area. The disposal of the dredged material would disturb an additional 43,605 sq. ft. of high ground. The
?-oposed pier, platform and floating dock would result in the incorporation of approximately 360 sq. ft. of public trust
arch. Minor increases in turbidity can be expected during dredging and piling installation.
Submitted by: Jim Gregson Date: October 23, 2003 Office: Wilmington
Project Narrative
Maritime Place Subdivision Dredging and Pier Plans
Brunswick County
October 2003
Project Background:
The project area is a 4.41-acre tract located within the town limits of Ocean Isle Beach,
N.C. It is located off East Seventh Street near the intersection of Seventh Street and
Shallotte Boulevard. The existing features of this site include two soil roads, and an
existing bulkhead. The applicant is currently completing the Major CAMA Permit
process for the upland development of a twenty-two (22) lot subdivision. The proposed
development' includes the construction of two roads, an extension of the existing
bulkhead, and the installation of water and sewer lines to serve the proposed subdivision.
The applicant has approved Stormwater and Erosion Control Permits for this proposed
upland development. In addition, the individual property owners of the waterfront lots
(lots 7-9 and 14-16) have obtained General Permits for individual piers and docks.
A dredge and fill permit was obtained from the Department of the Army for the subject
property in August 1974 (permit no. 130-74) for Camp Atlantic, Incorporated. The State
of North Carolina Department of Natural and Economic Resources also approved the
dredging in July 1974. The boat basin was permitted to -12' MLW (permits enclosed).
The Camp Atlantic Boy Scouts maintained the basin until 1985.
Proposed Development:
The applicant proposes to re-establish the boat basin for water access to the proposed
JUbdivision. The dredging is proposed to a depth of -6' MLW. The applicant proposes
mechanical excavation by a clamshell bucket and a' barge. The material will then be
transported to the on-site upland property for disposal by a ramp accessing the property.
The disposal material will be contained on site by reinforced silt fence with stone outlets.
The silt fence will be opened daily at the entrance to the disposal area, and closed at the
end of daily operations. The entrance area will be stabilized immediately when not in
use.
Once the dredging is complete, the applicant proposes to use any acceptable material for
on site development. Any unacceptable material will be hauled off-site to an approved
facility.
The applicant also proposes to construct a fixed pier and floating dock for community
use. The dock system will be designated for ingress and egress e-.M n F
CC i 2 1 2003
DIVISION OF
COASTAL MANAGEMENT
Maritime Place Subdivision
October 2003
Form DCM-NIP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Applicant:
Name Mr. Stuart Cooke
b. City, town, community or landmark
Ocean Isle Beach
c. Street address or secondary road number.
7"' Street off Shallotte Boulevard
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 1 Causeway Drive
e. Name of body of water nearest project (e.g. river,
City Ocean Isle Beach State NC creek, sound, bay) AIWW
Zip 28469 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name _ East Coast Engineering Company, P.A.
Address Post Office Box 2469
City Shallotte State NC
Zip 28459 Day Phone [phone]
Fax [phone]
c. Project name (if any) Maritime Place - Dredge
and Pier Plan
NOTE: Permit wiffbe issuedin name of
Landowner(s), and/or yroject name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
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.)
Dredging of existing bay to -6 MLW and the
construction of a pier and floating dock.
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
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. The purpose of this project is to
provide
water accessla a 22-dotsubdivision- --
OCT 2 1 2003
DIVISION OF
COASTAL IVIANAOE-:MEI\1T
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4.41 Acres
b. Size of individual lot(s) Average 5.458 SF
c. Approximate elevation of tract above MHW or
NWL Ranges from 6'- 11' MSL.
d. Soil type(s) and texture(s) of tract
Sandy soil
e. Vegetation on tract Grass, southern wax myrtle
and yaupon holly.
f. Man-made features now on tract Existing buldhead
and two dirt roads.
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local hn,d use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R-1, Residential
i. Is the proposed project consistent with the applicable
zoning? Yes X 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
Are there wetlands on the site? Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? YES
(Attach documentation, if available)
* US Army Corps of Engineers approved the
delineation on-site.
m. Describe existing wastewater treatment facilities.
A gravity sewerline will be installed and connected
to the Ocean Isle Beach wastewater collection and
treatment svstem
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.) Surface runoff.
State and local annroval of a stonriwater manaaement
plan has been obtained
o. Describe existing drinking water supply source.
Waterlines will be installed and connected to the
Ocean Isle Beach Water Supply system
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 ''/z" by I 1 " 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 ag?ency personnel unfamiliar
with the area to to I?Id i e oia `ary
road (SR) numbe r?aeiyk
i
OCT 2 1 2003 Lil
DIVISIOIU OF
COASTAL IJIAN.4 G E.V EI'?!T
Revised 03/95

Form DCM-MP-1
• A Stormwater Certification, if one is necessary
Enclosed
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.
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.
Name Odell Williamson I further certify that the information provided in this
Address 2 Causeway Drive, OIB NC 28469 application is truthful to the best of my knowledge.
Phone [phone]
This is the 20th day of October , 20 03
Name
Address Print Name Elizabeth Nelson, Authorized Agent
Phone
Signature e?Agzk yo.
A list of previous state or federal permits issued for Lando r er or Authorired Ag ne t
work on the project tract. Include permit numbers,
permittee, and issuing dates. Please indicate attachments pertaining to your proposed
N/A project.
A check for $250 made payable to the Department of - X
Environment and Natural Resources (DEN R) to cover _?
the costs of processing the application.
A signed AEC hazard notice for project 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.
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.
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.
I `' 1 ?? ?? ? ± 2003
Cpp,STh,L S
Revised 03/95
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 Find
Existing Protect
Length Width Depth Depth
Access Wop
AL el
or (NWL or (NWL
s
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other 1)1%caA
(Excluding AtOA
ahomlinecl)kw
stabilization)
Revised 03195
18a' It)' -4 1-1. -ra-9
aa5 I Lot O - ?
toot 41.!5,

L
345'
??`
o) o,n„
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 10, WO CY
b. Type of material to be excavated SIC T, 50WQ
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 tJ&1r
2. DISPOSAL OF EXCAVATED
MATERIAI.
a. Location of disposal area ON 51r
UP L.PAN 0
b. Dimensions of disposal area 4-',,60G SF
, 5, X130'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? rgi--S=. Fpci Lcm wI L-c-
5 C C T 2 1 2003
/? DIVISION OF
CO,ASTr,L I'V,1LJ,!.AGEMENT
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 Y_ No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization f4I A
Bulkhead Ripr
b. Length
c. Average distance waterward of W or NWL
Cr
if yes,
(1) Amount of?
water
(2) Dimensions
to be placed in the
fill area
(3) Purpose of 1 1

b. Will fill material b placed in coastal wetlands
(marsh), SAVs or o er wetlands?
Yes No
If yes,
(1) Dimensions I f fill area

(2) Purpose of fi ;
5. GENERAL
d. Maximum distance waterward of ?HW or NWL
e. Shoreline erosion during
(Source of infor?wdon)
F. "('ype of bulkhead or riprap
Amount of fill in cubic yards
water level
(1) Riprap
(2) Bulkhead backfill
h. 7"ype of fill material
be placed below
i. Source of fill material
4. OTHER FILL Al
(Excluding Shoreline
a. Will fill material be brought to
Yes No
Revised 03/95
12 months
a. How will excavated or fill material be kept on site
and erosion controlled? (MI K)Ap LCEn
SILT ?rEl?c LJ) SryAjF.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
J",ocr-c 'i-b C A96E ?(ZE1L?Sr NG r
BACA-Y)r A-r s')rs'PCSA( t`R
c. Will wetlands be cr:)ssed in transporting equipment
to project site? Y, Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Ax- Eti-rRa.Ne-r-
RPEAA i. ate OISPa-")At_ A(LGIA.
l.')lr r Kpimf (-i[' kOSS AR.E19 .
i
Applicant or Project Name
Signs
C
b
Date
OCT 9 , 2003 - _ I
?.. IIV r
D ! `4' ! i i'-j 0 (_
Form DCM-MP4
ST-R-U-CTURES
(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)
(1) Commercial X Community -Private
(2) Number 1 Fixed Pier, 1 Floating Dock
(3) Length Pier 375 LF, Floating Dock 20 LF.
(4) Width Pier 6 LF, Floating Dock 8 LF
(5) Finger Piers _ Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes _ No
(i) Number 1
(ii) Length 8'
(iii) Width 5'
?N
(7) Number of slips proposed 0 lips
(8) Proximity of structure to adjacent riparian
property lines: 48' to Lot 14 and 48' to lot 9 .
(9) Width of water body: 826'
(10) Water depth at waterward end of pier at
MLW or NWL: Currently +0.15 MLW. Propose
to dredge to -6 MLW
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
N/A
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
(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) N/A
[y)F)9 k7 i tv\E PLACE
Applicant or Project Name
?-'.
Sign re
Date
fil ?? I
-V7 R,
I
1 CC i 2 12003
DRIISION OF
L IM, ANIA S "E IM. f'," 7-

DREDGING AND
FOR
?1A?ZI'"I147E PUCE
-fir
PLA-\;8
I E"'
r
SUBDIVISION
OCEAN ISLE BEACH, NORTH CAROLINA
OCTOBER, 2003
' dnwim.hdl aitk eeryMred in
?. ?m r? x?i?? .nom?m"??non
DEVELOPER:
YR. ffmam COME
MIER RMTY
1 CAUSWAY DR=
OCKM 1= BRACH, NC 28449
[phone]
lw 3,
D ??r
OCT 2`1'?
DIVISIJO?AGEMENT
COASTALMA_
EAST COAST ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459`
4918 Main Street - P.O. Box 2469
910.754.8029
want PLACE
ECEC PROS T NM 03--7

QT7r-' TlATA
OWNER:
TAX PARCEL NUMBER:
CURRENT ZONING:
TOTAL SITE AREA:
TOTAL NUMBER OF LOTS:
MINIMUM PROPOSED LOT Ste.
MAXIMUM PROPOSED LOT SIZE:
AVERAGE LOT SIZE
LINEAR FOOTAGE IN STREETS:
TOTAL OPEN SPACE REO'D
(4.41 x 15%=0-66 ACRES)
TOTAL OPEN SPACE PROVIDED:
BUILDING SE BACKS
FRONT YARD:
REAR YARD.
SIDE YARD:
SETBACK FROM MEAN HIGH WATER (MHW)?
(FOR ALL BUILT-UPON AREA)
MINIMUM LOT SIZE:
MINIMUM LOT WIDTH:
25 FEET
25 FEET
7 FEET TO EXTERIOR WALL
5FEET TO ROOF OVERHANG
30 FEET
5,000 SF
50 FEET
NOTE: SUBDIVISION LOT LAYOUT AS SHOWN HAS BEEN APPROVED
BY THE TOWN OF OCEAN ISLE BEACH.
BASE INFORMATION WAS PROVIDED BY BRUNSWICK SURVEYING,
SUPPLY, NC.
LINE TABLE
UNE BEARING DISTANCE
LI &wss- m 17.91
L2 S60'69'S01V 4.66
L3 Sa2'063TE 5272
14 SMrIT43'W 56.76
L5 SIII195U6'W 40.10
16 581-IBWE 25X
L7 S04'0500W 59.15
Le 814904SE 3207
L9 835"ar2m 26.16
LIO 67M'SWW 39.36
L1I M4'51?0'W 2212
L12 N2rsr461V Q.W
L13 NI,'35V7 W 4246
L14 N15-302M 5927
L15 587'16%67E 22M
L16 S64'144PE 21.09
Liz N497816'E 2418
L16 NIz'083,'W 1215
L,9 N60'11Yirw 29.61
L20 NBO.1532W 2,174
L21 NBt36'54w 13M
122 N5736V5'W 11.10
m im r-m,.. crF r 5Z ...... C...q. PA
STUARTCOOKE
244LE-002
R-1
4.41 ACRES
22
5,030 SF
7.704 SF
5,458 SF
630 LF
0.66 ACRES
0.66 ACRES
CURVE TABLE
CURVE LENGTH RADIUS
C1 14.U 25.W
C2 4.9B 5010
C3 43.17 50-00
C4 2275 50.0
C5 2829' 50M
C6 4871' SOAP
C7 30 5010
CB 1637' SHOT
C9 14.19' 50,0('
010 22.99' 5000
G11 40.W 5019
C12 1371' 2530
II ! _
'? INTRA? ? f
ANTI glG"T-OF WAY
y
ENDEXOTING A END EASTING
- BULKHEAD
BULKHEAD
--EXLSTING BULKHEAD
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EFFECTIVE DATE APRIL 2, 1991 0 40 80 160 240
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LEGEND
41 spot ELEVATION PROVIDED BY BRUNSWICK `
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BASED ON INFORMATION OBTARiEDFROM THEUS `
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1. ALLD6RIF® AREAS DUE 70 CONSTRUCTION AMAW SEVERELY MMWAFFAIF,
9LALL 8- STABILIZED WIN APDMMBN IMLMlCGVM THE S® SPECIES 9-AL, - V w
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WI F KIM PER ACRE ' NEO RATE PER ABLE
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w 5, 157 CLEAN WASHED STONE ATFAPLIIAW'COVER SHALL E ESTABLISHED. THE TFAlORMYSEW RATE PER
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w ACRE SHALL M (n AA V
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AFTER ALL DISTURBED AREAS TALL RESCUE 501W. A Vl 0
HAVE BEEN gABIIL HILLY TEMPORARY COVERS SHALL NOT ELNF6tTETNE RECAAPBSRFOR PERMANENT
GRASS COVER. WHERETTE SEASON OR OTHER CORORICM AIENOTSUTASLE.
FOR GROWING ATBPoRAIY EROSION RESISTANT COVER. LEACH WY E APPLIED:
SILT FENCE STONE OUTLET NoWEVDLUILCH LOW ALOE SHALL NOTE Al10WEO. ATEPOIWWOR UC. V x
PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS BOOM AS CONDITIONS z U
NOT TO SCALE AM FAVORABLE < w
0 TOPSOIL SHALL E USED OVER LNFAVVRABLE SOIL CONDITIONS FORffi1CCESSFlL A. /.V =
ESTAE&MBROFVEGETATIVE COVER. -41
4. IRRIGATE ASNECESSARI'TOOPIUM KANTGROWTH.
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PAR OF
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SIDE VIEW
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS IEOESSWYTOCpCROLSLTATKIN OTA4UCENTA EAS.
2. YNERE 1Y000 POSTS ARE USED, POSTS SHALL B EA MINIMUM Orr N DWIErER AGSM LBOTH. POSFBSHALL ECREOBOIEOR
PENTAC LOROPEHOL TREATED SOUTHERN PINE
3. WHERE STEEL POSTS ARE USED. POSTS SHALL BE S N LENGTH NoEOFT1ESELPWIENER M40 ETYPE.
4. WOVEN WIRE FENNCMIG, WHERE RECUMED (SEE NOTE W. SHALL CONFORM TOASTMAINFOR CLAW 3 GALVANIZING, FABRIC SHALL
E A MINIMUM OF 32- WIDE AND HAVE A MNMJM OF 6 LINE WIVES WITH U!STAY SPAON. TTETTpAND SoTTDm W wSSHALL E
10 GAUGE AND INTERNI DIATE WIRES SHALL E 12-112 GARS WIFE FARM SHALL EFNHENEDTOWOOD P09M WITH NOT LESS
THAN 89 STAPLES 11,7* LOC
5. FILTER FABRIC SMALL E OF NYLON. POLYESTER, PROPYLENE OR ETHYLENE YARN WITHANNANSRBOIHOF30LRAN.N NO
A MINIMUM! OF 85% FILTERING EFFICIENCY. FA8MC SHALL (OMAN ULTRAVIOLET "MOM AND STAaoo16
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF50 LBAri N ORGREATERI AFO THE POSTSPACINi IM DOES TOf DC®6. W0181
MIRE FENCING IS NOT RECAMRED. OTHERMSE. WOVEN WIRE FBIDNG ISItEQUIREIX ANIPOST SPACING SHALL N TE)CEIDB.
SILT FENCE
NOT TO SHOE
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