20031238 Ver 1_COMPLETE FILE_20030102

MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Rink Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Maritime Place / Stuart Cooke
Project Number 03 1238
Recvd From DCM
Received Date 10/2/03 Recvd By Region
Project Type 22 lot s/d with amenities
County Brunswick
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA vegetated O Y _0N F- 15-25 SA _HQ _W 30,759. 0.00 F-F_ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no ob- jection to the project as proposed provided that apropriate sedimentation and
erosion control measures are installed in order to prevent a violation of water quality standards.
A 401 Water Quality Certification is not required. NIL
r ,
This office has no objection to the new project as proposed to include bulkhead-dredging and poer)
provided that all of the conditions of Water Quaility Certificate #3400 and the additional conditions
r
listed in the written 401 Water Quaility Certification are met.
The 401 Water Quaility Certification was written on 10/31/03 NIL
cc: Regional Office
Central Office Page Number 1
03- ka?g
QUA
??-
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
MEMORANDUM
TO: Interested Review Agencies
Doug Huggett
FROM: Jim Gregsorl--t?\
District Manager, Wilmington
DATE: October 8, 2003
WETLANDS/ 401 GROUP
OCT 2 0 2003
WATER QUqM &,CTIM
SUBJECT: Modification Request
Additional Information for
Previously submitted application
Maritime Place Subdivision
Brunswick County
Elizabeth Nelson, East Coast Engineering Co., P.A., on behalf of Maritime Place Subdivision has submitted a revised Site
Plan to modify their Major CAMA Permit Application, which is currently circulating throughout review agencies. The minor
revision in the new plan includes the construction of approximately 628 linear feet of wooden bulkhead. This bulkhead would be
positioned landward of Mean High Water and Coastal Wetlands. Please take this additional information into consideration as you
review this project.
Enclosures
cc: Wilmington Files
Charles Jones
Henry Wicker
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
East Coast
4 Engineering Company, P.A.
4915 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
October 3, 2003
Mr. Jim Gregson, District Manager
Division of Coastal Management
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Maritime Place Subdivision
Ocean Isle Beach. NC
Brunswick County
Major LAMA Permit Application - Additional Information
Dear Mr. Gregson:
Enclosed is a revised Site Plan showing the addition of a proposed bulkhead for Maritime Place
Subdivision. Please add to our existing Major LAMA Permit Application. If you have any
question or require any additional information, please contact our office.
Sincerely,
19A '
Elizabeth M. Nelson
Enclosures: Sheet 2 of 7, two copies 24" x 36" and two copies of 11" x 17"
Copy: Mr. Stuart Cooke w/Enclosures
File: 93-0537 (Maritime Place Subdivision)
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SITE DATA
OWNER'. STUART COOKIE
TAX PARCEL NUMBER: 2441E-002
CURRENT ZONING: R -I
TOTAL SITE AREA, 341 ACRES
TOTAL NUMBER OF LOTS: 22
MINIMUM PROPOSED LOT SIZE: 5,030 SF
MAXIMUM PROPOSED LOT SIZE: 7.704 SF
AVERAGE LOT SIZE: 5.458 SF
LINEAR FOOTAGE IN STREETS 830 LF
TOTAL OPEN SPACE REGO: 0.66 ACRES
(4.31 X 15%= 0.66 ACRES,,
TOTAL OPEN SPACE PROVIDED: 0.66 ACRES
BUILDING SETBACKS
FRONT YARD: 25 FEET
REAR YARD: 25 FEE T
SIDE YARD: 7 FEET TO EXTERIOR WALL
5FEET TO ROOF OVERHANG
SETBACK FROM MEAN HIGH WATER jMHWI: 30 FEET
(FOR ALL BUILT-UPON AREA)
MINIMUM LOT SIZE: 5.000 SF
MINIMUM LOT WIDTH: 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
LINE BEARING DISTANCE
L1 S5C53Y6'W 17.91
L2 SW535M 4110
La S02'OB57'E 522<
L4 S03"64'4'W SF78
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Lc 591°1P52'F 2630
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CURVE LENGTH RADIUS
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C2 486' - 50-00
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MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Maritime Place / Stuart Cooke
Project Number 03 1238
Recvd From DCM
Received Date 10/2/03 Recvd By Region
Project Type 22 lot s/d with amenities
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Brunswick
County2
Region Wilmington
Stream
Class Acres Feet
Prim. Supp. Basin Req. Req.
Stream Impacts (ft.)
® E
CAMA vegetated O Y _0N F- 15-25 SA HQW 30,759. 0.00 F F__ ?-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y (ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the eject as proposed provided that appropriate sedimentation and
erosion control measures are installed in order to prevent a violation of water quality standards.
A 401 Water Quality Certification is not required. NL
cc: Regional Office
Central Office Page Number 1
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
September 30, 2003
MEMORANDUM NETIAN&SMol C IF
TO: Mr. John R. Dorney !? ''?J +JU
Division of Water Quality 081,938 ?003
FROM: Doug Huggett NTERQUALITY,SFRT&
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Stuart Cooke/Maritime Place
Project Location: East 7th Street, near intersection of Shallotte Boulevard, Ocean Isle Beach, Brunswick
County
Proposed Project: To develop a 22 lot subdivision including: roads, utilities, swimming pool and pool house.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 21, 2003. If you have any questions regarding the proposed project, please contact Jim Gregson 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
2. LOCATION OF PROJECT SITE: East 7th Street, near intersection of Shallotte Boulevard, Ocean Isle Bach,
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
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 09/04/03
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 07/30/03
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Ocean Isle Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: OH CW ES
(C) Water Dependent: Pedestrian bridge - Yes High ground development - No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Municipal sewer
(F) Type of Structures: Existing - None
Planned - 22 lot subdivision including roads and utilities
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 120 sq. ft.
Coastal shaded
(B) Non-Vegetated Wetlands
(C) Other Graded 2.7 Acres
High round
(D) Total Area Disturbed: 117,612 sq. ft. or 2.70 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to develop a 22 lot subdivision including: roads, utilities,
swimming pool and pool house.

Stuart Cooke -Maritime Place
Page Two
9. PROJECT DESCRIPTION
The applicant's project is located at the northeast end of Ocean Isle Beach in Brunswick County. 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 continue to East Seventh Street. Turn right onto East
Seventh Street. The property is on the left (north) side of East Seventh Street. The tract is 4.41 acres and mostly
cleared of vegetation. Several small stands of Southern Wax Myrtle (Merica cerifera), Yaupon (Ilex vomitoria), and
Red Cedar (Juniperus virginiana) exist on the site. The property consists 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 north towards the Atlantic
Intracoastal Waterway (AJWW) 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 ground strips approximately 400 feet towards the AIWW. The high ground
strips of land appear to have been created during the dredging of a basin adjacent to the property in the 1970's when
the property was known as "Camp Atlantic" (See North Carolina Dredge and Fill Permit #130-74).
The property has approximately 1,053 linear feet of shoreline along the AIWW. Approximately 500 linear feet of
shoreline 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
Cordgrass Marsh (Spartina alterniflora). The shoreline in these areas is not bulkheaded. Along the eastern edge of the
property, the applicant's property line averages approximately 35 feet landward of mean high water (MHW). This
narrow strip of land, 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
applicant's property 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.
The waters are open to the harvest of shellfish. A portion of the project is located within the High Hazard Flood Area,
as indicated by Zone VE (elevation 16) on the Flood Insurance Rate Map. Although this High Hazard Flood Area (VE
Zone) is contiguous to Shallotte Inlet, the project is located just north and west of the Inlet Hazard Area of Shalllotte
Inlet, as designated by the North Carolina Coastal Resources Commission.
PROPOSED PROJECT
The applicant proposes to develop a 22 lot subdivision. Development would include grading and filling 2.7 acres of
the property for road construction and lot preparation. Individual lots sizes would average 5,458 square feet - a density
of 4.99 units/acre. Access to the lots will be provided by the construction of two roads (Old Marina Drive and
Baywatch Drive). Both roads would terminate in a cul-de-sac and each would consist of a 50 foot right-of-way and a
21 foot paved asphalt surface with an ABC stone sub base. The roads would be constructed with curb and gutter,
utilizing curb breaks and vegetated swales to control stormwater. The two roads would be in approximately the same
location as the existing dirt roads. The project was issued a low density Stormwater Permit (Permit No. SW8030731)
by the North Carolina Division of Water Quality on September 5, 2003. Water and wastewater would be provided by
the Town of Ocean Isle Beach.
Along the east side of Old Marina drive, the applicant is proposing to construct a community swimming pool, including
a 8 feet by 28 feet pool house with restrooms. The pool facility would be located within a 0.66 acre open space area
adjacent to Lots 9-14. Approximately 150 sq. ft. of the swimming pool's wooden decking would be located within the
30 feet Coastal Shoreline Buffer area. The applicant is also proposing to construct a 6 foot wide, elevated, wooden,
pedestrian bridge to span the coastal wetland area between the two strips of high ground. The bridge would span
approximately 20 feet of wetland area and be elevated at least 3 feet above the marsh substrate.

Stuart Cooke - Maritime Place
Page Three
CAMA General Permit (Permit No. 35029-D) was issued to the applicant on September 29, 2003, to perform
maintenance dredging in the basin area between the high ground area of the project site and the AIWW. It is anticipated
that future individual lot owners would request separate CAMA General Permits for the construction of private piers on
Lots 7-9 and Lots 14-16.
10. ANTICIPATED IMPACTS:
The initial grading of the property and bulkhead construction would result in the disturbance of approximately 2.7 acres
of high ground. The proposed roadway and pool house construction would result in the creation of approximately 20,395
square feet of impervious surface. Total impervious surface coverage within the 75' Estuarine Shoreline AEC would be
6.4%. The applicant has received a State Stormwater Permit from the Division of Water Quality (Permit No. SW8
030731). This permit, issued under the low density (25%) option, restricts the total maximum built-upon area of Lots 1-
22 to 27,854 or an average of 1,256 sq. ft./lot. 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. The proposed wooden pedestrian bridge would shade approximately 120 sq. ft. of coastal
wetlands.
Submitted by: Jim Gregson Date: September 30, 2003 Office: Wilmington

NARRATIVE
for
Maritime Place
Ocean Isle Beach, NC
DESCRIPTION
The project area is a 4.41-acre tract located within the town limits of Ocean Isle
Beach, NC. It is located off East Seventh Street near the intersection of Seventh Street
and Shallotte Boulevard. The proposed development on the site is a residential
development consisting of twenty-two (22) home sites. The site is cleared with sandy
topsoil and grades ranging from 0.58% to 1.75%. The site will be graded to
accommodate the purposed plans. Construction is scheduled to begin during the month
of August, 2003.
STORMWATER MEASURES
This project will be classified as low-density, and will comply with both
NCDENR-DWQ stormwater regulations and the town of Ocean Isle Beach's Stormwater
Management Ordinance. The Ocean Isle Beach Stormwater Ordinance will require
individual infiltration systems to be installed for each lot, in order to control the runoff
from all surfaces. The total proposed impervious percentage is 25%. The stormwater
runoff from the site is estimated using the rational method for a 10-year event using
published historical rainfall data for the area. The proposed grading for the lots is such
that stormwater will sheet flow across the property and away from the roadways. The
stormwater from the roadways will be directed into two (2) 100' vegetated swales
through curb cuts located along the curbed roadway. The vegetated swales will route the
stormwater to existing drainage ways.
EROSION CONTROL MEASURES
Sediment moving off-site will be controlled by'the use of silt-fencing. Vegetation
will be established quickly in the swales. Temporarily check dams will be located at the
end of the swales to control erosion. The grading contractor and the developer will
provide the maintenance for the erosion control measures.
CONSTRUCTION SEQUENCE
The Contractor will install silt fence prior to beginning any clearing and grading
operations. The roadway will be rough graded. The swales will be established and
protected with check dams. The water and sewer utilities will be installed, and then
storm drainage features will be installed. The curb and gutter and the roadway will be
installed. The disturbed areas will be landscaped and seeded upon completion, and as
soon as possible.

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Ocean Isle Beach
a. Applicant:
c. Street address or secondary road number.
7th Street off Shallotte Boulevard
Name Mr. Stuart Cooke
Address 1 Causeway Drive
City Ocean Isle Beach State NC
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
3VOTL Permit wiflbe issuedin name of
fiandowner(s), and/or project name
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
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) AI W W
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.)
The construction of two roads and the installation of
water and sewer to provide access and utilities to
twenty-two proposed lots. A pool house and pool are
also planned.
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 the project is to develop 22
residential lots and provide the required access and
utilities Standard construction techniques and daily
Activities will he 11S@(l
ORIGINAL
Form DCM-M P-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
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 lane 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, ifapplicable)
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? X es No
Coastal (marsh) X Other
If yes, has a delineation been conducted? YES
(Attach documentation, ifavailable)
* US Army Corps of Engineers approved the delineation
on-site. Signed survey pending.
m. Describe existing wastewater treatment facilities..
A gravity sewerline will be installed and connected to
the Ocean Isle Beach wastewater collection and
treatment system
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 a roval of a stormwater management
plan will be obtained prior to any construction
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 1 l " 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 site. Include highway or secondary road (SR)
numbers, landmarks, and the like.

Form DCM-MP-1
A Stormwater Certification, if one is necessary.
A Stormwater Management Plan will be submitted
for review concurrent with this submittal
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 Odell Williamson
Address 2 Causeway Drive, OIB NC 28469
Phone _ [phone]
Name
Address
Phone
A list of previous state or federal permits issued for
work on the project tract. Include pert-nit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
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.
r
I certify that to the best of my knowledge, the p
activity complies with the State of North Ca
approved Coastal Management Program and
conducted in a manner consistent with such pro;
I certify that I am authorized to grant, and do
grant permission to representatives of state and
review agencies to enter on the aforementioned
connection with evaluating information relat&
permit application and follow-up monitoring
project.
I further certify that the information provided
application is truthful to the best of my knowled
This is the 24th day of July , 20 03
Print Name Alat),Lewis, AuthVized Agent
Signature
Ld-?downer or Authorised Agent
i
Please indicate'attachments pertaining to your p
project.
DCM MP-2 Excavation and Fill Inform
X_ 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 h
space provided at the bottom of each fc
Revised 03/95
SITE DEVELOPMENT PLANS
FOR

OCEAN ISLE BEACH
MARITIME PLACE SUBDIVISION
JULY, 2003
ops
gvkAc
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<i
OCEAN ISLE
BEACH
71i. dnwiog.Ldl oot 6e,W-d-d in
wide or ,? 1? witlwu[.mIIen x?miuim
ofF ?C Fo{o?+oBC?.P.A.
HOLDEN BEACH DEVELOPER:
NR. SWAM 000KE
COOKE REALTY
1 CAUSEWAY DRIVE
ATLANTIC OCEAN ISLE REACH. NC 28489
OCEAN [phone]
t?
rt- !? H
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}A
SHEET SCHEDULE
2-SM PLAN;
3-EROSION: CONTROL, AND
STORILEATER MANAGE=T PLAN
4-11ITIL Y PLAN
5-EROSION' CONTROL AND STOMMATER
DETAIL SEEET
6-U UXff DETAIL SHEET
7-UPEITY DETAIL SEW (CONT.)
EAST COAST ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
4918 Main Street - P.O. Box 2469
910.754.8029
_ d o p??d pa
FOR ap
YAMMME PLACE
EC£C PROJECT NO. 03-0537
NORTH CAROLINA

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Ot1IT 1426

EROSION CONTROL AND
STORMWATER MANAGEMENT NARRATIVE:
STORMWATER NOTES:
THISPROECT WILL BE SUBMITTED TO THE NODBIR4)WO FOR LOY.DEWATY
STATE STONWATERAPPOVAL AS PEOD UNDER 1SA=1 000. THIS
PROIECTSHALL ALSO COMPLY WITH THE TOWINOFOCBEACIfS
STORYWATER MAMADHFMORDINANCE EFFECTIVE AS OFNOV. 14.2000.
=-=L==-= ACH STORMWATER OROHANCE SYSTEMS T
EACH HOME- IN ORDER TO CONTROL TIE F LROFF FROM ALL "FACES
THAT IS LERATED BY THE FRET ONE AND ONE-HALF (112) INCHES OF
RAINFALL OENWNO AIGYFAR 24-HOUR RAINFALL EVENT.
PROJECT DESCRIPTION,
MARITIME PLACE IS BEING DEVELOPED BY STUART F. COOKE OF COOKE
REALTY AND IS SITUATED ON A 141 ACHE TRACT LOCATED
VAIWN THE TOWN LIMITS OF OCEAN ISLE BEACH. ==OF
AD IACENTTO FAST SEVENTH STREET. NEAR THE SEVENTH
SKEET NO SHAU CTTEBLVD.. THE PROJECT WILL CONSIST OF THE
CONSTRUCTION OF TVA NEW ROADWAYS (SAYWATCH AND OD MARINA).
DRAINAGE FACILITIES, WATER SERVICES. SEWER SERVICES AND OTHER UTILITIES
TWO m CRASS SWALES WILL BE CONSTRUCTED ON-SITE TO SERVE THE
PROEC. =9=1= VE AND WATHTER BEING DIRECTED BY
.
CINB AND EN INTO THE SWALES
THE GRASS SWALES WILL DISCHARGE TO THE ATLANTIC NTR/LOASTAL
WATERWAY THE OASSFDATION OF THE NTRACOASTAL WATERWAY IS
SC THE SLURRIES ARE DESIGNED TO HNIDLE THE PEAK RUNOFF FROM A
.
10-YEAFL 24?IOU7 STORM
TERRAIN AND SOS:
THERE IS APPROXIMATELY 6 FEET OF RELIEF ON THE SITE
I7 BASED ON IHE SOIBWVETOYTIaBW2lSWIt7(COIRTTYTHEPROMWENT
SOILS ON SITE GEOID E BOBO(EE?EWHAH tAHTTE SERIFS.
THESE 6049 ARE GENTLY SLOPING TO STEEP. EXCESSIVELY MA04ED
SOS THAT ARE SANDY THROUGHOUT.
AIUACEHFT PROPERTY:
THE PROPERTY AREA IS SOUNDED TO THE EAST AND WEST BY MARSH
IOYITF.O BY 0. WLI1ANSa41 m 7HE SOUTH BY SEVENTH STREET,
ADTOTIIENARRN BYTHE AUNTIC NTRACOASTAL WATERWAY.
EROSION CONTROL MEASURES:
TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE CONSTRUCTION
EIIRAADFS AID SLT FEMCN(L STaE CHECK DA45 YN1ALSO BE KSTALFD
WRIBITIEOMSS SWALES. HIE IEIVI00 PoR LYTILO TIIEAMONTa
ERDOED90ILSItHEARED FTOMIHE PgECT AREAON APERMANENT BASIS
SN111 BE TIE STMILIIATIONa ALLDFAIlOEO fA1RFAl.'ESWITH PERMAHf?D
GROUND OOVERINM
EROSION CONTROL MOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED W COMPLIANCE WITH
THE SEDIMENTATION POLLUTION CONTROL ACT OF 1B/3.
2. All LAND DMTURSM ACTIVITIES ARE TO BE PLANNED ANO CONDUCTED TO
ILfT EIPOSIFIE TOTIE 91ORTEST FFAS cMBE.
3. ALLOISTLILBED ACAS SNALLff STABLLIffIO BY A PER MA ENT GROUND
COVBL
4 AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED. ALL PEMAENT
IffA8URf3 PAYE BEJ34 (STALLED, AND FINAL APPIIDVAL IS REa/VED fTRON
TIIE LAD DLARnsECTaR TTE TBIPORMY IAEISIIRC3 wYBE REMOVED.
6.OYERTHE uFEa TIE PROECT, iTE13PBEA BLMLLIWE PERDDD
rePEDTgraro EVAWATETIE 81100E-55 M COHTROLAFD EItOBLW a SOS
TOOFFSRE MEAS. F MFASAE FOXD W161E EROSION IS TNOq PLACE,
THEOLtER BLMLLTAQ: THENEaSSARYMEABLRFbm REEDYTHE
SITUATION.
CONSTRUCTION SEOUENCE:
I. CONTRACTOR ro NOTIFY N.G WD DUALITY SECTION REGIONAL OFFICE
IN WILMINGTON, ISID) MS-300D. PRIOR TO BEGINNING CONSTRICTION
2. INSTALL TEMPORARY EROSION CONTROL MEASURES (SILT FENCE AND
GRAVEL CONSTRUCTION ENTRANCE). -
3. GRADE SITE
4. CONSTRICT GRASS SWAPFS AND INSTALL STONE CHECK DAMS.
5. INSTALL WATER AND SEWER LINES AID SERVICES.
6. N6TALLCUB AND GUTTER AD CONSTRUCT ROADWAY.
7 VCiETATE IMBTUBEO AiF.ASORC . WITH GRAVEL
6. YAMITAH ALL 7EJpORMYMFASURE LNRL PERMANENT AND UNIFORM
VEGETATION IS ESTABLISHED.
NOTE: BASE I FORMATION WAS PROVIDED BY BRUNSWICK SURVEYING.
SUPPLY. NC.
I--g NMI-h,amA+ad n.Apk - . p-"iY l
-,- of E-'C-Blpon{(aT7. PA
ALLOWABLE BUILT-UPON AREA:
LpTW LOT SIM (SF) BUILT {EON AREA (SF)
1 5152 1265
2 5152 1265
3 5152 1265
4 5152 1265
S 5112 1265
6 5030 1265
7 5366 1330
8 5399 1320
9 5175 1315
10 5089 1145
11 5115 1145
12 5098 1145
13 5076 1145
14 5726 1315
15 6023 1400
16 7704 1420
17 5507 1285
18 5064 1275
19 5090 1270
20 5353 1270
21 5411 1120
22 5748 1120
RIG
GpAS OpgTAL 1 ?? ?• A,
NTIG ??RA TALWATERWA? Anw?Rw? EaWA/ ="`/ 9 F
A ,
1 'o
x16729 31 z:
6
V
W ON
Wk
I I N
M0
4 V ., O
8"OR
h - I C!?
V r rt 0 L'T
O
P., a\ 0 ?0
--- --
Ib"
16 15 6 'I ?U 00
I rt1 -'" 6 (n IT
I I '' 5.7
14• A,
;
8 m P,1, m ci J 11
PO 111'il
I I ?P
liQi 1 .' 'i1 Wf6
11711\, ? ?1?;?
Q z
I ,1 1I? I' a 0
A, W rP4
I I ? L '11 ?A ` Jc ? 1? 61 ? ;';I O U V
17-
fill 1:
OPDENSPACE " - moiR.xx ®I ; '- 'CIA O -66 AC. ~
A ) U
20 4y m?oEm'R ww , - U ?1I A,
Al ?a TEMPORARY `T, LV4..,.?J
' I P,1s OINSTRLTION
of"LANCE
1 P.M MEE DETAL)
a
21'. ! 10 1 ..
I I ''i''1 12 11`1 x S.- z
I! i '°II ! 13 p w
D- -UUULXM--
T- -j
r),,,.or. _
13111
F 6rtN.eDr?Qgp4,_
it I. ,P'nw rrveeY '. . r E.SEVEMHST?ETI -
m I _ -------- 6--" --
'
I
4 -rte
f f EROSION CONTROL &
III I \ STORMWATER PLAN
?I
u I I SCALE: V= 80'
I I
I
l , I o ao so 160 240
II ? 11
INS PM IS MOT -IR1 FM
A mDmsaexWINOUrSEAL
Sheet 3 of 7
B IDG0.
OP WIRE
MN 12.19 GA
INTERMEDIATE WIRES

MIN. 10 GA BOTTOM WE - HW-
5 MN. COMPACTED
FILL OVFA SIQRr N
D y
as
0 w

SIDE VIEW
EEL OR WOOD POST
IVEN WIRE FENCING AS REQUiRED
T FILTER FABRIC
ANCHOR FABRIC SKIRT /MIN. 4'
LONG WIRE STAPLES 01TO ..
'FOR REPAIR OF SILT FENCE FAILURES.
USE 757 WASHED STONE IN LIEU OF
COMPACTED FILL
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TOCONTRUL SILTATION OF AOVCFM AREAS
2. WHERE WOOD POSTS ARE USED. POSTS SHALL BE A MMMM OF 3 N DIAAETBLNO B NLBGIH POSTS SALLBECFILC607EOR
PENTACMONOPENOL TREATEDSOURE1N PWE
3. WHERE STEEL POSTS ARE USED. POSTS SMALL BE S N LENGTH AND BE OF THE SELF FASTEMER ANaE TYPE
4. WOVEN WIRE FENCING. WHERE REQUIRED LSE NOTE 26). SHILL CONFORM TO ASTW A716 FIRU W 3GALYMt0N1G FABRIC SHALL
BE A MINIMUM OF 32• WDEAND HAVE A MINIMUM OF 6 LINE WIRES WITH 1P STAY SPACING, THE TOP AND BOTTOM WWFS SILL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1,2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WTK NOT LEW
TKAN Lq STAPLESI 1Ar LONG
3. FILTER FABRIC SNAIL BE OF NYLON. POLYESTER PROPYLEME OR ETHYLENE YARN WITH AMNMIANSITBOTH OF 30 LB.AN N AND
A MINIMUM OF B% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET 104WOREAND S AB61ffRS.
6. IF FABRIC FILTER IS USED WITH A SOENI31THOF50UABL NOROIEATER NO THE POST SPACINGS) DOES NOT EWXM 6'. WOVEN
WIRE FENCING IS NOT RFDURED. OTPffMSE. WOVEN WIRE FENCING IS Tff1,, AND POST SPACING SHALL NOT EXCEEDS.
TEMPORARY SQ.T FENCE
NOT TO SCALE
SEEDING SCHEDULE
t. ALL oislrmo DAREABDIETo CONSTRLL-nob Am ATV SEVHiNY BP Ww AREAS
SHALL BE STABILIZED WITH A PERMANENT GRABS COVER THE SEED SPECIES BHNL
BE SELECTED BASED ON THE TYPE OF SOL PRESENT. SEASONAL CONDITIONS AM
OTHER CONSIDERATIONS, AS AN ALTERNATIVE, THE CONTRACTOR MAY USE METHODS
NNO SCHEDULES SHOWN 89DW; HOWEVER. ITS PECOMBO®THAT A SPECIALIST
BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC CON DrrKM
A. CULTIVATE AREA TO A DEPTH OF 5"
S. APPLY AGRICULTURAL LINE AT THE RATE OF 4= LOS. PER ACRE
C. APPLY 10@02000M ERCLE FERTL?R AT THE RATE OF 500199 PER ACRE
D. SOINGRASS SAS AT THE FOLLOWING RATES
DRY SOILS (APRIL . SEPTESEM WET SOS (APRIL • SEPTEMBER)
MOO RATE PER ACRE IOM RATE PER ACRE
BEANIU GRASS ]O- BHMIAA(TRA•S - 75 SS
CENTIPEDE GRASS 70185. BMOAMLASS SUS.
BARACAASS 30LBS CARPET GRASS 75189.
KOM 1ESPFDEU 21189 ANNUAL RILE GRASS OR
ANNUAL. RYE GRASS OR OBWN MILLET 25 LBS
GERMAN MILLET 26 LBS.
.
E MULCH YAM STRAW AT THE RATE OF=5070 QWLBS PERACRE
F. ANCEgR STRAW MEIN ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 3W GALLONS PER ACRE
WHERE IT IS NOT POSSIBLE 70 ESTABLISH A PERMANENT GRASS COVER N A
REASONABLY SNORT PERIOD OFTBE. DUETOSEAS LCONuIDERATIONS.
A TEMPORARY 00YE31SMALL BE ESTABLISHED. THETEAPOMRY SEED RATE PER
ACRE SKAL BE:
W/HER(SEPTEMBER - APRU SUMMER (MAY -AIXIIUSTI
ANNUAL RYE GAUSS 50L13S. GERMAN MIIFT 50LBS
TALL FESCUE MLB6.
T DFORA"COVERS 94AU NOT ELIMINATE THE flE0AR9BR FOR PERMANENT
GRASS COYER WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE
FOR GROWING A TEMPORARY EROSION IE9BTANTCOVER MULCH MAYBE APPLIED:
MpWEVER MULCH USED ALONE WALL NOT BE ALLOWED. ATHFORNYOR
PERMANENT VEGETATIVE COVER SAIL BE EVAMJ040 Ai BOON AS COMMONS
ARE FAVORABLE.
3 TOPSOIL SMALL BE USED OVER UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFUL
ESTABLISHMENT OF VEGETATIVE COVER.
N. IRRIGATE AS NECESSARY TO OPTYLTE PLANT GROWTH
-0 GUTTTEER LN?
4-
1'-X CURBCUT IYI'
TOP OF CURB- TAPER TAPER
CURB CUT DETAIL
NOT TO SOME
18•
P 1E
n 11'
I FIIF7
FLORIDA SPILL CURB
wrmAU.A
IB'
9' 9•
6 11
I RIF
FLORIDA GUTTER CURB
Wrtm2uIA
CURB CUT W/ CONCRETE APRON
3' (TYP.)
apQ
w 757 CLEAN WASHED STONE
S
n W
NOTE: REMOVE WIRE AND POSTS
AFTER ALL DISTURBED AREAS
HAVE BEEN PERMANENTLY
STABILIZED
SILT FENCE STONE OUTLET
NOT TO SCALE
A
S MIN-
9. FILTER FABRIC
MOOT A
8• T012' 267 STONE CLASS8
ON UPSTREAM FACE RIP -RAP
DIRECTION OF
-7
STORMWATER FLOW
A
2A' MAX
AT CENTER
FLTEI SECTION A#
FABRIC
TEMPORARY CHECK DAM
NOT TO SCALE
AP DISSIPATION
3 AS REO'D BY
ENGINEER
'.h
RIW
Z Z3
tw
NOTES:
1. VIGOROUS STAND OF PEHAAN@TDRASS COVER SIHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANK OF DITCHES AND DISTURBED AREAS.
STABILIZED
CANNOT Dff0i BANKS EYAIH
VEGETATION. AN ARTIFICIAL LWEA SUCH AS RP-RAP
SHALL BE USED TO PROTECT BANKS.
2. VALE SLOPE OF CHANNEL BOTTOM EXCEEDS 15
JUTE THATCHING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED.
NOTE: SEE STOFMiWATER PLAN
FOR ACTUAL SIDE SLOPES
OR
?OA'E, INd
TYPICAL "V" GRASS SWALE
NOT TO SCALE
PLAN VIEW
1'
6' DIVERSION TO DIRECT RUNOFF FROM RAW
SECTION VIEW
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO WALE
1C FLORIDA
GUTTER CURB
5D
21'
tFZ ASPHALT I
1N? I iN•/FT
RW
A•Tw.
trFT»ROA
SPILL CURB I
COMPACTED SUBBRADE TO ENCOOTAPPHDVED ABC MOTE SEE SIDIBIWAT61PW1
95% MOD. PROCTOR DENSITY FOR ACTUAL ORIENTATION
TYPICAL ROADWAY SECTION
NOT TO SCALE
zV
?I
zw VN
I--i DD 0
U IN
u,o
?az
U? 0?0
? U 00
?ON
W

Q Q
o U
z ao
ooz
W W
W ? W
Q
Dn it An YMI
Sulc AS O
O?w Ml not
pAitd BF .DIMIACL..
r PAVEMENT
/ CURB
11VJ 4 Tiff ?V'JVc) 0
{^r.^7 7 nA•{ 1+1'?
4
J V •p, ii?7
AWAtEHWA/ VI^? ,
4C INTHACCASTA?-WATERW
L L ..
ALA ??"
- L L L L L L L
4
SITE DATA
OWNER: STUART COOKE
TAX PARCEL NUMBER: 244LE-M
CURRENT ZONINIG. A-1
TOTAL SITE AREA:- 4.41 ACRES
TOTAL NUMBER OF LOTS: 22
MIAMI d PROPOSED LOT SIZE: 5,030 SF
MAMM1M PROPOSED LOT SIZE: 7,704 SF
AVERAGE LOT SIZE: 5,458 SF
uw-m FOOTAGE 84 STREETS: 530 LF
TOTAL OPEN SPACE READ: 0.88 ACRES
(4.41 X 15%- 0.66 ACRES)
TOTAL OPEN SPACE PROVIDED: 0.88 ACRES
BUILDING SETBACKS
FRONT YARD: 25 FEET
REAR YARD: 21
SIDE YARD: 7 TO EXTERIOR WAIL
5 FEET TO ROOF OVERHANG
SETBACK FROM MEAN HIGH WATER (MHW(: 30 FEET
(FOR ALL BUILT-UPON AREA)
{
MINIMUM LOT SIZE 5,000 SF
MINIMUM LOT WIDTH: 50 FEET
NOTE SUBDIVISION LOT LAYOUT AS SHOWN HAS BEEN APPROVED
BY THE TOWN OF OCEAN 191E BEACH.
BASE WFORMATION WAS PROVIDED BY BRUNSWICK SURVEYPIO,
SUPPLY, NC.
LINE TABLE
LIE BEARING DIB7ANCE

L2 S1A'a567W 420
L3 8112.07574 623.
LA Sms4" 611.78
L5 905'351117W 40.16
Le SMnV5zE 26x6
L7 904'05wW 59.15
14 814'57454 3207
L9 S35wm-W 23.111
uD SM7157W MUM
L71 N74'1497W 2212
L12 NZr5C47W 22-09
L13 N11-3511M 42.46
L14 W 5997
L15 6'E 22-M
L16 0'E 2196
L17 94 24.68
L18 'N
N 12.85
L19 -W 23.61
L20 W 23.74
L21 'W
E 13.02
l71 N55'38U
'W W
. 11.10
CURVE TABLE
CURVE LENGTH RADIUS
CI M]I' 259P
C2 496 5602
43 .18 5090
"2-T 6097
IN 2374 5097
G 4821' 60.7
CT 3031 S&W
1b 16-ST 60.00
C9 14.19' 50,00
C10 2269' 50.00
Gil 46.97 50.09'
C12 13.71' 25.07
TMiI Mary i0 nl1 Ie npI"de¢d u N1Ie a h pat watlm
'^? Nw.inila d ELI T:aIA Fi0w4 Cc?q, IA
I ?
MEAN HIGH WATER LINE M414 M -
BY VEGETATION AS SURVEYED
BY BRUNSWICK SURVEYING 512-03
I ?
i JL A. L L i? AL A,
END EXISTING
END EXISTING EXISTING BULKHEAD "BULKHEAD
BULKHEAD
I? 1 43. wETIAHDS-
J. /? L .4?

END EX
BUU
I

A. L
m ,a
NIF
ODELL WILAMSON
WARSH)
CURRENT ZONNG: R-1
? ,4 L
i
Al
W SETBACK -
FROM MHW
16F
d I
I
I 17
1I 3.r, 3.F
15
lQa 3.F.
r.?
:'4
i
I =_
I / 1
18 I 1
I uNa.F. t?
\ o
r
o
153.
19
IA1/8F I z
D
y
A,
LANDWARD UNT OF -
COASTAL MARISH AS
LOCATED BY LAM
MANAGEMENT GROUP.
MARCH 2OD3
d J.
PROPOSEDB
WIDE WOODEN
I'EDESTi1W1
BRIDGE
L A
LIMIT OF AREA OF
ENVIRONMENTAL
CONOBN (AEC)
A4
3P SETBA Ki
FROM MHW
A,
.l
9 8
s1.aF. 7
41NL.
i• filar.
PROPOSED PRIVATE ' OPEN
COMMUNITY POOL SPACE

L L
L L L _`
EXISTING BULKHEAD W G? ?
W DO
CC
N Y.
I6
I
4„7SF.
.. END EXISTING ¢ C 0
BULpf lO p
z
LANDWARD LB4ROF Cass
W XC1L1
MARSH AS LOCATED BY LANE)
tr MINADD@77 GROUP. MARCH 2002
v
/ z
Q?7t -
O
?U Q oLC,
Nff
°• A. ` 113 DO
U
I DDELLI ? ?'?
i •-' MARSH' W
CURRENT ZONING: R.I
AL
0
L L
I I
p HIGH GROUND AREA OWNED
' BY ODELL WIU-AMS014
s CURRENT ZNNG: R-1
I r
4 i
A,MaF
=
I
I

m MEAN HX#G WATER LIE

3 BY VEGETATION AS SURVEYED
I
BY BRUNSWICK SURVEYING 3.12-03
o I ?

E
Uu
J ?
Q,
a W Z
I : P,
^
0.66 AC. ?
LIMIT OF AREA OF OPEN DECK
T r
(7 2 I "
U
I ENVIRONMENTAL
AE
I WISECURI
Y
?-8'12B PROPOSED
rENCNG
.
D'' Q
I CONCEGN(
L7 I 20 m POOLINOUSE 1 clear.
I
,le amf.F. WI RESTAOOMS I
e1s" Q

I iim-

'
J
I I C
I 21 C m 10 1 1 L L z
I 6 An,fr n a 12 11
,.s
s f SA. «e 21
auzaF.
_ 'l

w
I I 13 s I.aF A „saF 1
N ST ?? U
= SAM o
D
r- 1

O

i
I

L

21. us
,v 1,1111

r •
? v

`t

?

IB'OURB
•''

are 1f nn r a,
I vier --
R
•
-
I
I
'
I AND GUTTE I
-lI
wz? - (SEE DETAIL)
Ih-H, mil
60,
- ---'-- a? a> DB&ACL
STREET (
NTH _
-
< I - I g REV)
--'r - E SEVE

1 { .- -? -_- - i

GURB AND GUTTER
T
IL NBOANWAIK ON
)
(SEE DE
A EXISTING GROUND '?,
n3. PLAN
rs NOT awm
ST
MI1VJ1
A"FFWED OED OMW C1'WP
UNATE 4JL.
i I
_ r EC6ING GROUND:
I I
I ,-?A.NG LOCATION AND DEPTH
I
SITE PLAN

FR MARINE XNTRACTOR
I
I
SCALE: I"= 80' NOTE' MANTAN7YEAIIGI
SEPARATION BETWEEN ANY MARSH
GRASS AND BOTTOM OFBOARDWALK
0 40 90 160 240 BOARDWALK C4iOSS-SECTION
7
Sheet 2 o
SCALE ,

I
I E
y; ?t``, J
`1 ?"D 171??!
HOAZONTAL GRCLM OtTANO.S
N.C %W NORTH. NAD. 1958
SCALE FACTO, %oomo 4A51
DIS CARIES THAT THIS COPT OF TM TAT ACWRATELY
DOWTS THE 9URMNIY OF TIE .O®CIM W SECTION 404
OF TEE CLEAN WATER ACT UNDER TYE PRESENT UN AAD
RFGAA7106 AS OEIWEIED ST THE INOfRSIGM Of THIS
DATL UNLESS THERE IS A OINKE N THE UK OR OUR
PUBLISHO REM" MM THIS DETERMINATION OF SECTION 404
3PSOCR01 MAY BE ElED UPC" TN A PEA= HOT
EAxm moY na aTc
a,
wu (A.SACLZ )
?At? oa?`Z?
? 3
LOT
18
_,AalamunHm
O'k
1SEAL
9 5,1 8
? ?•??st,gv?y°?0.?,
AAA S
-7L.7
AAA/l A'llllllll 11 as
p4N',,NA
OOELL VAWAMSON
(RE-JTEO OWNER)
LOT
20
HE ET
LF .04 AR I I LOT
EnuTm: 5-12-aB
IH
a
m?
Z
r

Q

4 ? {

5
IC L
p
Y
'WY
?T
`mNGffE 7s
vw
1fiT
A LOT
DEED BOOK 1242, PAGE 1134 4y I m o is
EXHIBIT A N m
qq 7 L4 ..., ? 14
Y - / p
LLL/// y Z EDT
..LLEJ C7 <L? ?tiO a 'T?21 OT N
Ku u 1 U9 n 5.90 ACRES (TOTAL) £ -T
4.40 ACRES ABOVE MEAN i m LOT
rt BY LAND a
A ODII HIQI WATER LINE J
I
N MARCH Z T P .H
YEW M ON . WATER MMpI. 306T
IRE BT tEA31
ACC., .CR 5-1211-Od
is n
30 _, 11B'ad rmTAT) 12T
LM 7.07
L4E '41 4777
L46 1554
LN "137r= 1 14.54
L15 smo2rtl_w 2M93
p I ;R117
! V/? J
V\
(BROKEN)
M. ?W.1T
L71t9014Y
[1EV.M.11'
NCGS Ml LIME1?
'BAR 70'
A4 A-1
DEED BOOK 1242. PAGE 1134
EOifENT B

N- lovi8'W
MEAN HMH WATER
LINE BY VEEATDN
LOCATED: ?IT-8T
COPT YBWAMSON
(REPUTED OV44ER)
LOT
a
s C0?RvG"T OF wAT
C
LOT
' S
.
LOT
-?wFLh 7=L Q r. fi
.111 'M `N °) 9
H Em
i LOT
7
a
m
INLB
E)MNC ASPHALT PAVEMEMT
N- • 7.3V
E- z w a6L79'
MONUMENT
W LY EtSTWG ASPHALT PAVENEWT
SHALLOII BLVD.
1.00 PoQiT OF 'HAY
SI?
ENAll OTci
NiRALCDASEAL MS'ANA1 A.YO.\
OCEAN I
ISLE
BEACH
C_UILPAA
f m1COID/ ATLAW= S
ST. OCEAN
VQRTT YAP NOT TO SCALE
Naar ?iHaa wN . I
L 11W1AN s'AINAl .2NIR TYt'M MC b aAWH UaA vi i
falMJI.J. m@YNA Y? rt]RNNf[M
INN91rt91 AWam N
m4a amAK. na.Amem.umlNV_
xAew.o Aa WAWWlm .a faN.aaaHU¢ '
?noi N.aAWa Aoaam WWt a.4 Mr v
.aau+Q,N 4 O-L LL,.a? NWT
RaAND l -{T1AA1 ALAN. A. a.N. NN4
rt' Niv Ai dal_.
w?
N.IPANa Rua o-s. ?,
DAN. i 1NAIW
a'0 OIBIS m1aN'AA
fuW v Maa aNRAw
N.iO
L
_ RNi HYYAMiW 4.2
,®LL>a1Y9n I?q'O Nw Ima4
a? aNSI
"a
LEZ@
EP 0 EAST9IG RM PIPE
IMO NEW RE-5W
ERGO DDIST11G R"A" (FOUND)
ON. CN7ETE Wow
E DOSING SEWER MANHOLE
w EASING WATER VALVE
D7951N0 RRE KIDRA14T
NOTES
• NNE PLATTED LOTS APPEAR TO BE N A FLOW HAZARD i
zae
• ELEVATUM RFFU00Cm TO N.DVD. 1922.
i
TIE LINE
ONNIEHCN6 AT MOAAEIIT 3NJ 70'. IN.COm
COCNDNATES N • 5U41.1aE AAa E - it51.9054135}
THENCE S VINE' W Ban FELT TD YOUMINT -WW 4Y. i
MC. OW m0ONR4 N - 559E_5IID AND E -
2.1U.BA.7NO01 THENCE N 7A375T E ni.46 1EET M NB
A': ?HOKE S a1LT42W 3DOD0 ET TO A 1N1111 a'.
ALL E.NRsa ARE amm TD K rAD rgRTN HAD. .,5
ALL OSTAnOS ARE IIDR=NTAL OGOD 06fANCES.SGI!
FAUN! 1.0004611sll
j
MT OF TO OOIANIC ARaEY FOR
STUART COOKE
MADE FROM EADBM A -1 B CEED BOO( :242 PACE 1174
OCEAN ME EAOL NORTH GVIONA AAD CLSDIIG
PHYSIC-44. EMODKL
BRUNSWICK
SURVEYING, INC
Th-as W. Mxg-
RHelevHd I.We S.."_
NsN Cad. M SwN Cad.
1027 SdINN M-, A5. SW
SNPN% NWR C-&E 721463 (NOM40-9591
: O
t'. x
SCALE EF
oWm - WwWWa -
SCALE: NTS DATE 4-1-03
TOWNSFOP. 9W1DfTE mu 9000 111-11
COUNTY.- 9.NNSlxx FU_ a3079TOP0I117
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