20050102 Ver 1_Complete File_20050124

?0 COA^ST414f
THE ATTACHED LAMA MAJOR APPLICATION IS
BEING PROCESSED IN THE, EXPRESS PERMIT
REVIEW PROGRAM. PLEASE RETURN TO
DAVID MOYE IN THE WASHINGTON. REGIONAL
OFFICE.
p!.U!?®U102
/sn
SUBJECT
Applicant
Project Location:
Proposed Project:
John Dorney
Division of Water Quality
David W. Moye
Express Permits Coordinator.
l4N 2011.5

CAMA/DREDGE & FILL Permit Application Review 5,?VdC
N
Minnesott Beach Development, LLC
The Links at Wayfarers Cove
Off NC 306 at the end of Country Club Drive adjacent the Minnesott Golf and
Country Club on the Neuse River near the community of Minnesott Beach in
Pamlico County, North Carolina
Applicant proposes to construct 4 condo buildings with a total of 12 units,
access road and parking, and riprap the existing erosion escarpment.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by 8 February 2005. If you have any questions regarding the proposed project, please contact David
W. Moye at 252-948-3852. 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.
!f
SIGNED ( DATE 3 3'
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet www.nccoastalmanagement.net/
An Equal Opportunity 1 Affirmative Action Employer- 50%a Recycled 110% Post Consumer Paper
The Links at Wayfarers Cove
Minnesott Beach Development, LLC n IZ
Pamlico County U
Express Permit Review Program
Project setting
Peter MacMurray, on behalf of Minnesott Beach Development, LLC, has requested the
attached application be processed under the Express Permit Review Program, for a condominium
development under the name of The Links at Wayfarers Cove.
The project site is located at Minnesott Beach off NC 306 upstream of the ferry landing at the
end of Country Club Drive adjacent the Minnesott Golf and Country Club on the Neuse River near
Arapahoe in Pamlico County, North Carolina. The applicant's parcel of land is ±2.355 acres and the
entire project area is ±3.6 acres. The additional acreage represents the Country Club's property that
has been designated for the sewage disposal system. The site has ±517' of river shoreline and
currently the only stabilization in place are three wooden groins. A large asphalt parking lot and an
asphalt tennis court are the only other structures existing on the project site. This property was
previously owned by the Country Club.
A large maintained grass area surrounds the tennis court and parking lot that transitions to a
±30' wide strip of pines, hardwoods, vines and herbaceous shrubs paralleling the river shoreline.
The river shoreline is a sand beach area t30' wide that interfaces the wooded and grass area at a±3'
erosion escarpment. The downstream (east) half of the property has an area of SSpartina patens on the
upper portion of the beach terminating at the erosion escarpment.
The project site is bordered on the upstream (west) side by a narrow strip of property owned
by the Minnesott Golf and Country Club. This piece of property connects the Country Club, which
is located landward of or behind the applicant's property, to the Neuse River. This property is
vegetated similarly to the applicant's property with the addition of a large area of Phragmites V.
adjacent the canal and basin area. The site is bordered on the downstream (east) side by an
undeveloped piece of similarly vegetated property.
The site is ±11.5' above the normal water level (NWL). The Neuse River in this area is
classified as SB-NSW by the Environmental Management Commission and is closed to shellfishing.
Project description
The applicant proposes to construct 12 condominiums units in 4 separate building clusters
with 4 units in each of the center two buildings and 2 units in each of the end buildings. As
proposed, no condominium unit will be constructed closer than ±60' from the NWL. The proposed
impervious coverage within the 75' Estuarine Shoreline has been calculated at ±12.9%. The existing
The Links at Wayfarers Cove .
Minnesott Beach Development, LLC
Pamlico County
Page Two
Express Permit Review Program
asphalt parking lot within the boundaries of the applicant's property and the entire asphalt tennis
court will be removed. A new asphalt entrance drive and concrete parking areas will be constructed
on the landside of the new condominiums.
The applicant and the Country Club have entered into an agreement to construct a sewage
disposal system in the area of the existing Country Club golf course practice range (documentation is
attached). A Coastal Storm Water Permit with the Division of Water Quality has been applied for as
well as a Sedimentation and Erosion Control Plan with the Division of Land Resources. An existing
6" waterline will be relocated to provide water to the proposed project.
Approximately 517 linear feet of rock riprap is proposed along the erosion escarpment at the
upper or landward end of the beach area and landward of the existing Coastal Wetland area. The
riprap is proposed on a 1.5 to 1 slope, with a maximum footprint width of ±12'. No additional
backfill is proposed. The riprap will cover 6,204 ft2 of Estuarine Shoreline and will be no closer than
5 ' to the NWL. The riprap as proposed will be placed within the Neuse River Buffer Basin area.
Anticipated impacts
The project as proposed will result in the disturbance of ±156,816 ftZ of uplands as a result of
the development activities.
David W. Moye -18 January 2005
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: The Links at Wayfarers Cove for Minnesott Beach Developers, LLC
2. LOCATION OF PROJECT SITE: Off NC 306, at the end of County Club Drive upstream of the ferry
landing at Minnesott Beach on the Neuse River near Arapahoe in Pamlico County, North Carolina
Photo Index - 2000: 74-884; I-1,2, J-1,2 1995: 74-816; J-7,8, K-7,8
State Plane Coordinates - X: 2,653,200 Y: 451,300 GPS Rover File #t H122118A
Cherry Point Quad. (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/21/04
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 18 January 2005
Office -Washington .? I,y
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Community (land), Conservation (water, wetlands)
(B) AEC(s) Involved: ES
(C) Water Dependent: NO
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing - None
Planned - Low pressure septic system
(F) Type of Structures: Existing - parking lot and tennis court
Planned - 12 condominium units, access road and parking areas, and
riprap along the erosion escarpment
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED 91HER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other t 156,816 ft2
Highground
(D) Total Area Disturbed: f 3.6 acre (f 156,816 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: B-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct 12 condo units in 4 separate buildings, an
access road and parking areas, and place riprap along the erosion escarpment.

Z7-3 AVOLIS ENGINEERING, P.A.
-?® P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
January 13, 2005 14 NI
Mr. David W. Moye cEt',R
1 Ty
E
xpress Permit Coordinator ???"?`DS?•??asru???,;?r'L
NCDENR - Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
RE: The Links at Wayfarers Cove
Minnesott Beach, Pamlico County, North Carolina
AE Project No. 04042
Dear David:
Attached please find the CAMA Major Permit application for the referenced project consisting
of the following:
• CAMA Major Permit Application (Original)
• Project Narrative
• Project Plans (One Full Size Set)
• Green Cards for Abutting Property Owners
• Copy of Property Deed
• Copy of Property Deed for Golf Course Property
• Copy of Zoning Certification for Property
• Copy of Septic System Agreement
• $4,200 Permit Fee

It is requested that you review the attached permit application and provide any comments that
you may have. Your assistance in this matter is appreciated.
Sincerely,

Kevin?Avolis, P.E.
Vice- resident
DCM-MP-1
APPLICATION*
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Minnesott Beach Developers, LLC
Address 1107 Bennett Road
City Arapahoe State NC
Zip 28510 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
NamePeter H. MacMurray
Address 1107 Bennett Road
City Arapahoe State NC
Zip 28510 Day Phone [phone]
Fax [phone] _-
c. Project name Cif any) The Links at
Wayfarers Cove
AVM. Perndt will be iuaed in name of kmdm mer(z), and/or
pmjea name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pamlico
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.
Build residential townhomes for
private use.

b. City, town, community or landmark
Minnesott Beach, Near Arapahoe, NC 28510
c. Street address or secondary road number
off Route 306 at end of Country Club Drive
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) Neuse River
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.
Building residential townhomes with
associated access and utilities.
Shoreline stabilization 517 linear feet ±
utilizing rip rap.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? n,-; snqf-A
Re.Sed 031%
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3.6 Acres
b. Size of individual lot(s) 12 Units - Various Sizes
Smallest 2,291 SF, Largest
c. Approximate elevation of tract
NWL 10 to 13 Feet
d. Soil lype(s) and texture(s) of tract
Sandy_ Loam
e. Vegetation on tract Majority is grass with shrub
fringe, pine hardwoods, coastal wetlands
f. Man-made features now on tract
Large parking lot, tennis court
g. What is the CAMA Land Use Plan land
classification of the site? (C nmlt A e local land we plwL)
Conservation
Developed
Rural
Transitional
X Community
Other
h. How is the tract zoned by local government?
Residential Multi-Family - PUD
(Planned Unit Development)
i. Is the proposed project consistent with the applicable
--- zoning? -,y.- Yes No
(Mach taring corr?Gance arnificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yix 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? Yes
(A=ch dcauncn=don, if a?alable)
3,715 SF
above MHW or
m. Describe existing wastewater treatment facilities.
None present.
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 only in accordance with
coastal stormwater permits to be sought
for project.
o. Describe existing drinking water supply source.
Pamlico County water
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.
- - v 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 mad (SR)
numbers, landmarks, and the like.
TO ENTER ON LAND
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 Julia and James McDonald
Address 76 Beach Drive, Arapahoe, NC 28510
Phone [phone]
Name Minnesott Golf & Country Club
Address Country Club Road
Phone Arapahoe, NC 28510
[phone]
Name Larry Whalen, President
Address
Phone
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
6. CERTIFICATION AND PERMISSION
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 13th day of January , 19_1005
Print Name Peter H. MacMurray
Signature14
-
Zandowner or Authorized Agent

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. N/A
Please indicate attachments pertaullng to your proposed
project.
o 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. N/A
DCM MP-2 Excavation and Fill Information
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 in the
space provided at the bottom of each form.
Form DCAI-MP-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 buildings, facilities, units or
structures proposed
12 Residential Townhomes
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 January 13, 2005
i. Describe proposed method of sewage disposal.
On-site low pressure septic system
b. Number of lots or parcels
12 deeded lots plus.:common,zrea
c. Density (give the number of residential units and the
units per acre) 12 Residential Townhomes
5 units per acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 3.6 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
I _. app ica e,- as a - sedimentation - and --erosion
control plan been submitted to the Division of Land
Resources? _X Yes . No
If yes, date submitted January 13, 2005
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt, Concrete
j. Have the facilities described in Item i. above
received state or local approval? No
(Affach appropriate docuntemadon) Concurrent Submittal
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).
Surface runoff only in accordance with
coastal stormwater permit
1. Describe proposed drinking water supply source
- , (e.g: well, community public szstem, etc.) -
Pamlico County Wader Sys.em
m. Will water be impounded?
If yes, how many acres? _
n.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
5,??8aa212 SQ FT, 0.13 Acre. 12.9% of AEC Area.
Revise?3?SCAMA area 45,124 SQ FT, 104 Acre or 43.99%
of total site area.
If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Minnesott Beach Developers, LLC
The Links at Wayfarers Cove
Peter H. MacMurray
Applicant or Project Name
Signature
January 13, 2005
Date
Yes X No
zolull
ARAP
January 14, 2005

NC Department of Environment and Natural Resources
934 Washington Square Mall
Washington, NC 27889
ATTN: David W. Moye
Dear Mr. Moye:
t;rRA;?sr? sic';.??;iE s?ar;cy
The proposed Wayfarers Cove Subdivision is in compliance with the current Town of
Minnesott Beach Zoning Ordinance.
If you need additional information, please let us know.
Sincerely,
P'7
Ray Lee
Mayor
P-=4
8510
Jr
THE LINKS TOWNHOMES
COUNTRY CLUB ROAD
MINNESOTT BEACH, NORTH CAROLINA
Project Description
This project consists of the development of twelve (12) townhome units on a 2.355 acre parcel of
land located at the end of Country Club Road in Minnesott Beach, Pamlico County, North
Carolina. The townhome units will be developed on individually conveyed parcels of land.
Common areas will encircle the townhomes. The subject property is located at the end of
Country Club Road and is abutted by the Neuse River on its southern side. The Minnesott Golf
& Country Club facilities abut the subject property by its northern, western and eastern sides.
The proposed development will be served by public water service and on-site sewage disposal.
The owners/developers of the property have negotiated an easement for the subsurface disposal
area associated with the on-site septic system.
The following permits are being secured associated with the proposed development:
1. CAMA Major Permit
2. Coastal Stormwater Permit
3. Erosion and Sedimentation Control Permit
4. Public Water Pen-nit
5. On-Site Wastewater Permit
Find below a general description of the proposed development as it relates to each of these
permits.
A. CAMA Major Permit
A CAMA Major permit is being sought in order to properly execute this project. CAMA
Areas of Environmental Concern (AEC) exist on the property. Limited development is
proposed to occur within this CAMA AEC area consisting of:
1. Rip rap shoreline stabilization along the Neuse River
2. Light side grading and resident development on Lot 1 and 12.
Shoreline stabilization will consist of the rip rapping of the storm escarpment located
above the normal water level. Coastal wetlands have been delineated on the subject
property by the Division of Coastal Management and the Shoreline Stabilization will

extend on the upland side of the coastal wetlands on the site. Cross sections and details
of the proposed shoreline stabilization are included on the project plans.
Limited grading activities will occur within the 75 foot CAMA AEC on a portion of
Lot 1 and Lot 12. A permanent residence will be constructed partially within the 75 foot
CAMA AEC area on these lots as shown on the project plans. It is proposed that a total
of 588 square feet of impermeable surfaces be established within the 75 CAMA AEC.
Otherwise, no other land disturbing activities or construction are proposed to occur
within the CAMA AEC or below the normal water level.
B. Coastal Stormwater Permit
The subject property is located adjacent to the Neuse River and Alligator Gut. These
water bodies have a classification of SB, Sw, NSW. SA waters do exist at a point in the
Neuse River east of the site. The SA and SB delineation line extends from Wilkerson
Point to Cherry Point on the southern shoreline of the Neuse River. This delineated line
is located in excess of one-half mile from the referenced property.
The proposed development on the subject property will result in a built-upon density of
40% necessitating a High Density Stormwater permit. Due to the superior soil conditions
present on the site, the depth to groundwater, and considering the limited space available
for a stormwater retention system, bio-retention areas will be employed to satisfy the
Coastal Stormwater Regulations. All runoff from newly created impermeable surfaces
will be routed to these bio-retention areas. The existing vegetated area between the rear
of the residences and the Neuse River is naturally graded to drain towards the Neuse
River. No runoff from this area is proposed to be collected and routed through this
stormwater system due to elevation constraints. These areas are presently covered with a
full stand of grass vegetation and no grading or altering of the surfaces in these areas will
occur.
A total of (5) drainage basins are located on the project site as follows:
Basin #5 represents that fringe area from the 50' Neuse Riparian Buffer limit
waterward to the normal water level. This area represents the fringe area of the
site. All runoff in this area will sheet flow through the buffer area to the Neuse
River. The runoff from drainage basins #1 through #4 are directed to bio-
retention areas #I through #4, respectively. Roof water will be directed to the
bio-retention areas by guttering and underground piping. A summary of drainage
areas #1 through #4 is as follows:
DRAINAGE
BASIN AREA DRAWS TO
#1 0.39 AC Bio-Retention Area #1 - 554 SF
#2 0.55 AC Bio-Retention Area #2 - 2,428 SF
#3 0.55 AC Bio-Retention Area #3 - 2,428 SF
#4 0.34 AC Bio-Retention Area #4 - 863 SF
#5 0.53 AC Fringe Area
The stormwater system consists of four bio-retention areas designed to contain the one-
inch storm volume from the proposed development while maintaining a maximum depth
of nine inches. A soils evaluation has been completed on the surrounding properties and
the soil characteristics were found to be adequate to support the bio-retention areas
utilizing a conservative permeability rate of six inches per hour. Based upon this
infiltration rate, the one-inch storm should infiltrate on the site within a period of 1.5
hours from the end of the storm event. An overflow device is provided for the system
which will result in the overflow of all stormwater volume in excess of the one-inch
volume. Discharge of the overflow device will occur along the eastern side of the site in
a vegetated swale and flow spreader. The flow spreader is designed to ensure nonerosive
velocities exist at the discharge point to the Neuse Riparian Buffer Area.
C. Erosion and Sedimentation Control Permit
An Erosion and Sedimentation Control permit will be needed to properly execute the
project since in excess of one acre of land will be disturbed. It is proposed that all areas
on the subject other than those areas within the 50 foot Neuse Riparian Buffer area be
disturbed to execute the project. Additionally, it is proposed that the remote subsurface
sewage disposal area be disturbed in order to install the system. It is proposed that a total
of 1.2 acres of land be disturbed for this remote sewage disposal area. Totally, it is
proposed that approximately 3.5 acres of land be disturbed to construct the project.
Erosion and Sedimentation Control devices will be utilized on the subject property to
protect the abutting surface waters and surrounding properties. Permanent vegetation
will be established on the site in order to stabilize the finish surfaces.
D. Pubic Water Supply Permit
A Public Water Supply permit will be sought to properly execute the project. An existing
6-inch water main traverses the subject property in the area of the proposed townhomes.
This line will be relocated to an area outside the footprint of the proposed structures but
within the footprint of the property itself. At the time the new 6-inch water main is
installed, water service connections for the proposed townhomes will be installed. The
public water system is owned and operated by Pamlico County.
E. On-Site Wastewater Permit
Sewage disposal for the project will be serviced by an on-site sewage disposal system
consisting of septic tanks, pump tanks, pressure manifolds and gravity fed nitrification
lines. It is proposed that the sewage disposal area and repair areas be constructed in the
area of Minnesott Golf & Country Club golf course practice range as delineated on the
project plans. Two separate systems are proposed. Each system will serve six residential
units. The On-Site Sewage Disposal permit is issued by the North Carolina Department
of Environment and Natural Resources (NCDENR) On-Site Wastewater Section.

Minnesott Beach Developers LLC
1107 Bennett Road
Arapahoe, North Carolina 28510
January 10, 2005
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Julia and James McDonald
76 Beach Drive
P. O. Box 338
Arapahoe, NC 28510
Re: CAMA Major Development Permit Application
Dear Bob and Julia:
As you know, we purchased 2.355 acres of waterfront property from the Minnesott Golf
and Country Club earlier this month and intend to build 12 town home residential units on the
property. We are presently engaged in the permitting process, which includes obtaining a permit
from the North Carolina Division of Coastal Management (called a CAMA Major Development
Permit) in order to proceed with our development.
The regulations governing the processing of our CAMA Major Development Permit
require that we provide our adjacent waterfront (riparian) neighbors a copy of our Application
and opportunity to comment on the proposed project. Under the regulations you have 30 days
from receipt of this notice to provide any comments you wish to the Department of
Environmental and Natural Resources. Comments should be directed to Mr. David Moye at the
North Carolina Department of Environmental and Natural Resources. His telephone number is
[phone].
If you do not have any comments to submit, please acknowledge so with your signature
below and return this letter to me. Since we are anxious to expedite our Application, I will be
pleased to pick up the signed letter from your home. Please call to let me know (252-249-2513).
Thank you very much for your prompt attention to this request.
Very truly yours,
p A rn?
Peter H. MacMurray
Acknowledged:
.Vulia M(&Do ld.._
ames McDonald

0 Complete items 1, 21 and 3. Also complete
item 4 if Restricted Delivery is desired.
9 Print your name and address on the reverse
so that we can return the card to you.
11 Attach this card to the back of the mailpiece
or on the front if space permits.
1. Micro Addressed to.
J-" C40 f J//"" a A, oe"t'.9
7L ?3?r.lr l?h.
U , ,e3eryL 3 35r
19,4P,414c10-, NC ZU10
2. Article Number-
(Transfer from service 1? _
PS Form 3811, February 2004
A. s)gn ref - --?
XI . ? Agent
t """- ? Addressee
R eived by (Punted Name
(jC.. ) C. Date of Delivery
D. Is deliveryaddq different from itern If YES, enterdelivery address b©Iow;17 ? Nos
JAN 1 ?.005
G\
,SSA`
3. Service Type
? Certified Mail ? Expo Mall
? Registered t7 Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (gym Fee)
7003 _ L-1 Yes
22 0 20 2D 2063 ?529 --
Domestic Return Receipt
102595-02-M-1540 ;
i

5 "
Minnesott Beach Developers LLC
1107 Bennett Road
Arapahoe, North Carolina 28510
January 10, 2005
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Larry Whalen, President
Minnesott Golf & Country Club
806 Country Club Drive
Arapahoe, NC 28510
Re: CAMA Major Development Permit Application
Dear Larry:
As you know, we purchased 2.355 acres of waterfront property from the Minnesott Golf
and Country Club earlier this month and intend to build 12 town home residential units on the
property. We are presently engaged in the permitting process, which includes obtaining a permit
from the North Carolina Division of Coastal Management (called a CAMA Major Development
Permit) in order to proceed with our development.
The regulations governing the processing of our CAMA Major Development Permit
require that we provide our adjacent waterfront (riparian) neighbors a copy of our Application
and opportunity to comment on the proposed project. Under the regulations you have 30 days
from receipt of this notice to provide any comments you wish to the Department of
Environmental and Natural Resources. Comments should be directed to Mr. David Moye at the
North Carolina Department of Environmental and Natural Resources. His telephone number is
[phone].
If you do not have any comments to submit, please acknowledge so with your signature
below and return this letter to me. Since we are anxious to expedite our Application, I will be
pleased to pick up the signed letter from your home. Please call to let me know (252-249-2513).
Thank you very much for your prompt attention to this request.
Very truly yours,
P.,?. N. ntu-w,444/1
Peter H. MacMurray
Acknowledged:
Larry Whalen, President

o Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
la Print your name and address on the reverse
so that we can return the card to you. '
o Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
?-Q` ('i i:[•?-Y .i5-_; ._ ..
A. Signature ?. ?
l_YAgent
X? - n .7rY 0 Addressee
Received b "( Printed Name) C. Date of Delivery
D. Is delivery address different from item 17 ? Yes
If YES, enter delivery address below: ? No
3. Service Type
? Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivcn(.? Oam F r ? Yes
2. Article Number - 7DD3 2260 DDD2 2D63 7512
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1S10
c.
Isou" Doc 10 2001
01,560,00
Vnfo of PAM ICO
North Carolina Gunty
Real Estate Exc3e• Tax
FILED In PAtLICO County, NC
in Doc 10 2001 at 01:1MS Pt1
by: SUE K WIITF M
REGISTER OF DEEDS
BOOK 436 PAGE 843
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $1,560.00
Parcel Identifier No. Verified by County on the day of , 20
By:
Mail to:
This instrument was prepared by: William R. Sage ; {
Brief description for the Index:
THIS DEED made this 10' day of December, 2004, by and between
GRANTOR GRANTEE
MINNESOTT GOLF & COUNTRY CLUB, INC. MINNESOTT BEACH DEVELOPERS LLC
?'/G? rOtzs ?z/ D
/?l c- L C9'T7tJ/
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in or near the City of Minnesott Beach, Number Five Township, Pamlico County, North Carolina and more particularly described as
follows:
BEING all that certain 2.355 acre tract as shown on the map entitled "Subdivided from the property of Minnesott Golf &
Country Club, Inc." by Atlantic Survey & Design, P.A., recorded in Plat Cabinet A at Slide 140-18, Pamlico County
Registry.
This conveyance is made subject to the Drainage and Utility Easement and the Landscape Buffer as shown on said map
There is also conveyed herewith the right of ingress, egress and regress over and upon the "20' Private Access Easement" as
shown on said map. .
The property hereinabove described was acquired by Grantor by instrument recorded in Book , page
A map showing the above-described property is recorded in Plat Cabinet A, Slide 140-18.
NC Bar Association Form No. 3 © 1976, Revised © 1977, 2002
Printed by Agreement with the NC Bar Association - 1981 - Chicago Title Insurance Company

TO HAVE AND TO HOLD the aforesa d lot K or pa 4rc36f l Pand and AGE I I 844 es
in fee simple. P g and appurtenances thereto belonging to the Grantee
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
Easements, restrictions and rights of way of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
MINNESOTT GOLF & COUNTRY CLUB, INC.
,Entity Name) (SEAL)
By: ?l /ecwe?,?t
Laurence A. Whalen
Title: President (SEAL)
By:
Title:
By:
Title:
SEAL-STAMP
(SEAL)
(SEAL)
Mate of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that
before me this day and acknowledged the due execution of the foregoing instrument for the purpolsesth ein
expressed. Witness my hand and Notarial stamp or seal this day y of 20
,
My Commission Expires:
Notary Public
SEAL-STAMP State of North Carolina -County of CRAVEN
?NJ. STFp "6 1, the undersigned Notary Public of the County
came before me this day and ac and State aforesaid, certify that Laurence A. Whalen Personally
?t?,'? ,•??""""«?-.,,,tics, ?knowledged that he is the President of Minnesott Golf& Country Club. Inc.
o?01 A 9?? North Carolina corporation that by authority dul , a
z Z Y given and as the act of such entity, he signed the foregoing
instrument in its name on its behalf as its act and deed.
Witness my hand and Notarial stamp or seal, this 16th day of December, 2004.
?? AUBI.?G v
9,?`F «« (??,{,j Mly3o %2008 Expires:
COuN Notary Public
The foregoing Certificate(s) of DARLETHA I. STEPHENSON o. ?h
onon the first certified
page to be correct. This instrument and this certificate are duly registered at the date
th1- hereof.
t,.?? yV X v?
'Y1 L
time and in the Book and Page shown
Register of Deeds
By for pAi.Trp
i? County
V Deputy/Ant - Register of Deeds
NC Bar Association Form No. 3 O 1976, Revised © 1977, 2002
Printed by Agreement with the NC Bar Association - 1981 - Chicago Title Insurance Company
NORTH CAROLINA
PAMLICO COUNTY
THIS DEED. made , this the 23rd, day of Julyq,
1968,; by Lydia B. HdrLson, i widow, and Garvin+ B. Hardison
and wife, Vivian B. Hardison, of Pamlico County, North
Carolina, Wilma H. Wynn and. husband, Leo Wynn, of Bertie
County, North Carolina, and Winifred H. Cranor, single, of
Wake County, North Carolina, parties of the first part, to
Minnesott Golf and Country Club, Inc., a corporation of
North Carolina with its principal office and place of
business in Pamlico County, North Carolina, party of the
second part;
WITNESSETH: That the said parties of the
first part, for and in consideration of Ten ($10.00) Dollars
and other good and valuable considerations to them paid by
the party of the second part, the receipt of which is hereby
acknowledged, have bargained and sold and by,these presents
do bargain, sell and convey to the party of the second part,
its successors and assigns, subject to the exception herein-
after set forth, the following described property, to wit:
That certain tract of land in No. 5
Township, Pamlico County, North Carolina, bounded
on the south by Neuse River, and on the north, east
and west by the lands of Garvin.B. Hardison, Wini-
fred H. Cranor and Wilma H. Wynn, and being more
particularly described as-follows:. BEGINNING at a
concrete monument in the eastern,.line of the tract
of land herein conveyed, said point of beginning
being located the-,following course and distance from
the northeastern corner of the Marvin D. Bennett
three-acre lot, said northeastern corner of the said
Bennett lot being located in the western right of way
line of N. C. Highway #306, said Bennett lot having
been conveyed to Marvin D. Bennett by Garvin Hardison
DRAFTED Br.
DAVID S. HENDERSON
-2-
and wife by deed dated October 31, 1962, recorded in
Book 136 page 380, Pamlico County Regiatry, and
shown upon a map of record entitled "Lot Survey for
Marvin D. Bennett prepared by Wm. H. Utley, R.L.S."
dated October 27, 1962,:reeorded.in.Book 136 page 382
Pamlico County Registry, to wits South 76° 29 West
along the northern line of the said Bennett Lot and
said northern line extended 680.41 feet to the place
of beginning of the tract herein conveyed; thence
from this beginning South 6° 441 West 699.37 feet
to aconcrete monument; thence South 7° 001 West
1821,82 feet to a concrete monument; thence South 81°
331 West 869 feet to another concrete monument;
thence South 30° 471 West 338 feet to a concrete
monument; thence North 87° 301 West 236.5 feet to
another concrete monument; thence South 18° 381 West
260.22 feet to a concrete monument' eence a?Tong said
line continued South 18° 381 West 31,19 feet to an
iron stake in the northern shore line of Neuse River;
thence along and with said shore line of Neuse River
North 71° 541 West 715.20 feet to an iron stake near
the mouth of Alligator Gut; thence North 4° 241 East
75 feet to a point; thence continuing North 4° 241
East 972.9 feet to a point in Alligator Gut; thence
North 19° 101 East 300 feet to a point; thence South
72° 161 East 208.03 feet to a concrete monument;
thence continuing South 720 161 East 163.97 feet to
a concrete monument; thence North 39° 491 East 662.69
feet to a concrete monument; thence North 11° 131
East 1278.87 feet to a concrete monument; thence North
4° 511 East 1120.35 feet to a concrete monument;
thence North 17° 10' West 872.10 feet to a concrete
P9 -monument; thence North 79° 341 East 927,x,90 feet to
a concrete monument;.thence South 23° 451 East 1256.25
fee- to a concrete monument; thence South 6 441 West
985.55 feet to the point of beginning, containing
151.25 acres, more 'or.less, I ti
EXCEPTING, ';HOWEVER from the above des-
cribed ' propertytwenty=-seven (273 acres, more or less
in the ,rnorthdrn. -portion of•the above described tract
being. that'' portion, of the Boomer and. Ganus tract
forme:?ly-owned by- Naaman-W.Hardison, deceased) and
h 1 'in 'trust °bjr -Garvin B. Hardipq.n, . Winifred H.
Crandr sarid''Wilma 'H. Wynn as Joint! Substitute Trustees
under the last Will and Testament of Naaman W.
Hardison, deoeasdd, which said excepted portion was
this day being conveyed by deed from said Joint
Substitute Trustees to the party of the second part
herein.
TOGETHER with all riparian rights in and
to Neuse River,
-3-
TOGETHER with the following described
easement for ingress, egress and regress over, across
and upon a road leading from a point in the eastern
line of the tract herein above described southeast-
wardly to a point in the center line of N. C. State
Road 1123; said easement being a 60-foot wide
right of way, the center line of which is described
as follows: BEGINNING at a point, said point being
located North 30° 471 East 54 feet from the fourth
corner of the tract hereinabove described; thence
from this beginning in a southwardl direction
following a curve to the southeast Tthe radius of
which is 245 feet), 196.3 feet to its point of
tangency; thence South 11° 281 East 150 feet to
the point of curvature of a curve to the east
(which radius is 315 feet), 248.8 feet to its point
of tangency,in the center line of N. C. State
Road #1123.
TOGETHER with an easement for ingress,
regress and egress over, across and upon Alligator
Gut extending northwardly from the mouth of
Alligator Gut, where the same empties into Neuse
River, to a point marking the western corner of
the above described tract of land (which said corner
is 208.03 feet measured North 72° 16t West from
Concrete Monument #8 as shown upon the map re-
ferred to hereinafter), and extending westwardly
from the western property of the above described
tract to the low water mark of Alligator Gutq.for
the purpose of ingress, egress and regress by
Minnesott Golf and Country Club, Inc., its
successors or assigns, constructing and perpetually
maintaining a --O-qu level of elevation in
said easement area.
TOGETHER with an easement over, across
and upon Lewis Branch extending from the mouth of
Lewis Branch, where the same empties into Neuse
River, to the southern property line of the above
described tract of land (said southern property
line of the above described tract of land extend-
ing from Concrete Monument #5 to Concrete Monument
#6, as shown upon said map). Said easement
being for the purpose of the Minnesott Golf and
Country Club, Inc.., its successors or assigns,
constructing and maintaining a -0.00 level
of elevation perpetually in said easement area.
SUBJECT, HOWEVER, to a perpetual ease-
ment for the purpose of ingress, regress and egress
by the parties of the first part, their heirs or
assigns, over and across and upon Alligator Gut.
The above description is taken from a
map and survey entitled "Minnesota Recreational
Development Co., Inc." by Engineering Associates,
and dated January 9, 1968.
-4-
TO HAVE AND TO HOLD the aforesaid tract or
parcel of land and all privileges and appurtenances thereto
belonging to the said party,of the second part, its successors
and assigns, in fee simple, forever.
And the said parties of the first part for
themselves and their heirs, executors and administrators,
covenant with said party of the second part, its successors
and assigns, that they are seized of said premises in fee
and have the right to convey the same in fee simpbej that
the same are free and clear from all encumbrances, except
the exceptions hereinabove set forth, and that they will
warrant and defend the title to the same against the lawful
claims of all persons whomsoever.
IN TESTIMONY WHEREOF the parties of the
first part have hereunto set their hands and seals this the
day and year first above written.
<lw b cry a?-- (seal)
Lydia B. Hardison
1-I - (seal)
Garvin B. Hardison
Vivian B. Har son
TrAl
W- (Seal)
Wilma H. Wyr
e4,0(seal)
Leo - Wy n
e al )
?t
nifre H. Cranor
NORTH CAROLINA
PAMLICO COUNTY

This is to certify that Lydia B. Hardison
personally appeared before me this day and acknowledged the
due execution of the foregoing deed of conveyance.
Witness my hand and notarial seal this
the z'3 day of July, 1968
Notary Public '"'"r'?• .
My Commission expires:
4'
Commission Expires DV-amber 74 l9
,??,i=? ??'•' ?
AI
NORTH C y T .,;? • ,? ._ ,?,:
AROLINA
PAMLICO COUNTY C)`
This is to certify that Warvin B. Har
and wife, Vivian B. Hardison, personally appeared before me' A':'.'?{'°r',•r
this day and acknowledged the due execution of the foregoing `.'
deed of conveyance.
Witness my hand and notarial seal this
the day of July, 1968.

My Commission expires:
NORTH CAROLINA
BERTIE COUNTY
Notary Public
t - Commssion kxN.,,!, December 7. 196:+
This is to certify that Wilma H. Wynn a
husband, Leo Wynn, personally appeared before me this day
and acknowledged the due execution of the foregoing deed
of conveyance.
day of
; Q1?61ss on xpires:
Witness my han
July, 1968.
tarial seal this
o-tary Public

t? ly 4y?f r< e??

NORTH CAROLINA
WAKE COUNTY
This is to certify that Winifred H.
Cranor personally appeared before me this day and
acknowledged the due execution of the foregoing deed
of conveyance.
Witness my hand and notarial seal
this thp?-'day of July, 1968.;
My Commision expires:
NORTH CAROLINA
PAMLICO COUNTY
Notaries
Notary Public
16
The foregoing certificates of
is of North Carolina, are certified to be
this day and hour and duly recorded in the office of the
Register of Deeds of Pamlico County, N. C., in Book
page
This the ?,3 day of July, 1968, at
o'clock
.. M.
R er of-Deeds
rrrnr„,,,,
By
Asst. Rester of Deeds

correct.. This instrument was presented for registration
f
TOWN OF
TABLE OF CONTENTS
ARTICLE 1:' ENACTMENT, SHORT TITLE, JURISDICTION, PURPOSE
Section 1. Enactment Preamble ............... 1
_ Section 2. Effective Date
Section 3
Short Title
.
Section 4. Jurisdiction
.
.
.
.......
...................................................... ........
Section 5. Purpose .1
.....................
..................................................... ..
. 1
ARTICLE II: INTERPRETATION AND DEFINITION
Section 1. Word Interpretation
.......................
2
........................................
Section 2. Tense and Number .
3
Section 3. Term Definition .....................
.............
ARTICLE III: GENERAL PROVISIONS
Section 1. Interpretation and Application
Section 2. Zoning Effects on Land and Buildings..., 9
Section 3. Only One Principal Use or Structure Upon Any Lot
.
. 9
.....
....
...
Section 4. Reduction or Change in Lot Size .
Section 5. Maintenance of Open Spaces _ 10
Section 6. Location of Accessory Structures .. .... .......... ...
. 10
.....
............. .....
Section 7. Street Access .. 10
.................
Section 8. Lots With Multiple Frontages
.............

10
..................................
Section 9. Uses Prohibited
........... .............
.
...............................
...
Section 10.Conservation Land Classification

11
,
Section 11. Bond Requirement for Modular Home 11
.
Section 12.1 cling; Changes in Right-of-Way Ditches; Storm Water
Drainage......
11
ARTICLE IV: NONCONFORMING LOTS, STRUCTURES, AND USES
Section 1. Intent 12
Section 2. Repairs and Maintenance -
-
;"

Section 3. Nonconforming Structures Due to Physical
.-_-
-.---__-
_-
12
-
Restrictions
Section 4. Nonconforming Uses of Land and/or Buildings
ARTICLE V: OFFICIAL ZONING MAP
Section 1. Zoning Maps Are a Partof This Ordinance
Section 2. Zoning Map Changes., ................ . 14
...
...........................
Section 3. Maintenance of the Official Zoning Maps
14
ARTICLE VI: INTERPRETATION OF ZONING DISTRICT BOUNDARIES
_
Section 1. Streets, Right-of-Way, and Easements
Section 2. Lot Lines
.........
15
...................................................
Section 3. Corporate Limits
.................. ................. .............................. 15

Section 4. Property Division
Section 5. Vacation and Abandonment,'??'•"?'?--?'??'???-??-?????-?•-'•-"""'••-•-15
................................................ 15
Section 6. Shorelines
Section 7. Further Interpretation .............................................""""'••...• 16
............................................. 16
ARTICLE VII: ZONING DISTRICTS
Section 1. R-20 Residential
..................................................................17
Section 2..R-15 Single Family Dwelling Districts
Section 3. R-M Multi-Family Dwelling District
V- Section 4. C Commercial .... .................................... 22
............... ...................................
Section 5. C-M Commercial Maria """""
Section 6.IP Institutional and Public............ ......:....26
ARTICLE VIII: PROVISIONS FOR CERTAIN USES PERMITTED A RIGHT
Section 1. Home Occupations ..................................... ..
Section 2. Accessory Buildings or Uses ----•••••_ 27
ARTICLE IX: PROVISIONS FOR SPECIAL USES AND CERTAIN
PERMITTED USES -
Section 1. General Restrictions
29
Section 2. Additional Restrictions and Revocation of Permits ... 29
Section 3. Uses Which May Be Permitted .....
ARTICLE X: EXCEPTIONS AND MODIFICATIONS
Section 1. Walls and Fences
Section 2. Reduction of Front Yard Setback Requirements
.
..........
.....
Section 3. Substandard Lots of Record
34
Section 4. Fallout Shelters .... 34
...
Section 5. Required Buffers in All C Districts 35
.
Section 6. Visibility at Intersections " " """"""• """' 35
......
Section 7
Planned U
it D 35
.
n
evelopment.
__ _. - _ _ . _ . Section 8. Conservation Land Classification

ARTICLE XI: OFF-STREET PARKING AND SERVICE REQUIREMENTS
Section 1. General Provisions

Section 2. Plan and Design Standards - ' ' ' ' - ?' ?? - •? • ' '-? 38
..................................
Section 3. Number of Off-Street Parking Spaces Required 38
39
.............
Section 4.Off-Street Loading and Unloading Space '
............ .. . 42
ARTICLE XII: SIGNS
Section 1. Purpose
............... ............................. ...... .•-
Section 2. General Provisions 43
.
..................................... ....
Section 3. Sign Administration, Filing Procedure and Permits 43

44
Section 4. Signs Which Do Not Require a Permit •-••-••-•••••
.
.................. ...
Section 5. Signs Which Require a Permit 45
..,
v

Principal Use'Sign. A sign which directs attention to a business
commodity, service, entertainment or other activity, conducted,. sold, or
offered on the premises upon which said sign is located.
°' PUD or Planned Unit Development A comprehensive development of
real property established under the provisions of Article 6 of the Minnesott
Beach Subdivision Ordinance. (Definition added November 9, 2004)
Planned Unit Development Overlay District Shall be all of that certain
tract of land identified in Plat Cabinet A, at Slide 140-18 in the Pamlico
County Registry. (Definition added November 9, 2004)
Service Station. A building or lot dedicated to the rendering of services
such as the sale of gasoline, oil, grease, and accessories and the minor.
repairs of automobiles such as tune-ups, brake adjustments, and fire.
changes excluding body working, overhauling, and painting.
Setback Line. The line on the front, rear, and sides of a lot, set according
to the zoning district regulations, which delineates the area upon which a
structure may be built and maintained.
Sign. Any surface, fabric or device bearing lettered, pictorial or sculptured
matter designed to convey information visually and exposed to public view,
or any structures, including billboard or poster panel, designed to carry the
above visual information.
Sign Area. The area of signs composed in whole or in part of free-standing
letters, devices or sculptured matter not mounted on a measurable surface
shall be construed to be the area of the least square, rectangle or circle that
will enclose the letters, devices and/or sculptured matter. The area of a
double-faced sign shall be the area of one face of the sign; provided that
two faces are of the same size and are parallel to one another.
Special Use. A special use is a use that would not be appropriate
generally or without restriction throughout the zoning district but which, if
controlled as to number, area, location, or relation to the neighborhood,.
would promote the public health, safety, welfare, morals, order, comfort,
convenience, appearance, prosperity, or general welfare. Such uses may
be permitted in such zoning districts as a "special use," if specific provision
for such special uses is made in this zoning ordinance and only after
approval has been granted by the Board of Zoning Appeals.
Stable. A building in which dc.-;::c animals are ;,; , :,;tared and fed.
7
Street. A thoroughfare which affords the principal means of access to
abutting property, including avenue, place, way, drive, land, boulevard,
highway, road, and any other thoroughfare except an alley.
Structure.` Anything constructed, placed or erected, the use of which
requires location on the land, or attachment to something having a
permanent location on the land. The term "structure" includes buildings,
mobile homes, walls, signs, b"ai iming pools, anu iaiiout shelters.
(Revised June 8, 1993)
Structural Alterations. Any change, except for repair or replacement, in
the supporting members of a building, such as bearing walls, columns,
beams, or girders.
Temporary Signs. A sign permitted for a period not exceeding 12 months
including "for sale," "for rent," real estate agents' name, construction
company's name, subcontractor's name, and architects' and planners'
name.
Variance. A variance is a relaxation of the terms of the zoning ordinance,
where such variance will not be contrary to the public interest and where
owing to conditions peculiar to the property and not the result of the actions
of the applicant, a literal enforcement of the ordinance would result in
unnecessary and undue hardship. As used in this ordinance, a variance is
authorized only for height, area, and size of structure or size of yards and.
open spaces. Establishment or expansion of a use otherwise prohibited
shall not be allowed by variance, nor shall a variance be granted because
of the presence of nonconformities in the zoning district or uses in an
adjoining zoning district
____-_____ Yard._A required open space unoccupied and unobstructed by any--
structure or portion of a structure from ground upward, except as provided
herein._
Yard, Front. A yard extending across the front of a lot measured from side
lot line to side lot line and lying between the abutting street right-of-way and
the front building setback line.
Yard, Rear. A yard extending across the rear of the lot from side setback
line to side setback line and lying between the rear property line and the
rear building setback line. (Revised June 8, 1993)
Yard, Side. A yard extending along either side of a lot from front setback
e
SECTION 9. USES PROHIBITED
If either a use or class of use is not specifically indicated as being permitted in a
district, either as a matter of right or as a special use, then such use or class of use
shall be prohibited in such districts.
SECTION 10.' CONSERVATION LAND CLASSIFICATION
The NC Coastal Resources Commission has defined three Areas of Environmental
Concern (AEC) within the corporate limits: coastal wetlands, public trust areas, and
estuarine shorelines. Construction or modification of existing uses in these AEC's
will follow guidelines set forth in ARTICLE X of this ordinance. Estuarine waters of the
Neuse River abut the corporate limits of the town.
SECTION. 11. -BOND REQUIREMENT FOR MODULAR HOMES (Added 4!13104)
No zoning permit shall be issued or may any - Offi Frame or On-Frame Modular
Home be brought within the municipal limits of the Town of Minnesott Beach,
without the owner thereof providing sufficient security to protect the Town and public
property from damage caused by the transportation and/or installation of an Off-
Frame or On-Frame Modular Home. Such security shall be in the amount of five-
thousand dollars ($5,000.00), and must be in the form of a bond, irrevocable letter of
credit, cash, or other instrument readily converted to cash at face value, to be
approved by the Town's Zoning Administrator and deposited with the Town Clerk.
The provisions of this paragraph may only be waived by vote of the Town
Commissioners.
The tiling or other.alteration of right-of-way drainage ditches shall be permitted onl
with the express approval of the Town Zoning Administrator, and only after adequate
verification that such tiling or other alteration will not impede "or accelerate
unreasonably the flow of storm water runoff to adjoining property.
such tiling is granted, the Person If approval for
requesting such approval shall install in conjunction
with such tiling such catch basins as may be required by the Town Zoning
Administrator after taking into consideration the length of the right-of-way drainage
ditch to be tiled. For those drainage ditches and drainage file installed in the Town's
right-of-way by the property owner, either current or prior, it is the then current
property owner's responsibility to maintain those drainage ditches and tiles.
-f2'
SECTION 12. TILING; CHANGES IN RIGHT-OF-WAY DITCHES; STORM WATER
_----DRAINAGE. (Added 10112104)-----

SECTION 7. PLANNED UNIT DEVELOPMENT
A duly approved Planned Unit Development which meets all of the requirements of
the Minnesott Beach Subdivision Ordinance shall be allowed as a permitted use
only in a planned unit development overlay district (Revised November 9, 2004)
SECTION 8. CONSERVATION LAND CLASSIFICATION
The Official Zoning Map indicates approximate locations within the Town of Areas of
Environmental Concern (AEC) as defined by the NC Coastal Resources
Commission. CAMA permitting procedures and use guidelines under 15 NCAC 7H
(NC Administrative Code), as wc:: provisions ou, - .mod in this Section will be
followed if a proposed structure or modification of an existing structure is determined
by field inspection to be located within a conservation land class. The local CAMA
permit officer in consultation with the state field representative will make the
determination based on their field examination.
A. Coastal Wetlands. Coastal wetlands are defined as any salt marsh or other
marsh subject to regular or occasional flooding by tides, including wind tides, but not
including tropical storm or hurricane tides. The purpose of this provision shall be to
insure protection and management of coastal wetlands so as to safeguard and
perpetuate their biological, social, economic, and aesthetic values.' Only uses
compatible to the conservation of existing coastal wetlands and/or uses that require
water and cannot function elsewhere will be allowed. Examples of uses that may be
permitted in coastal wetlands include utility easements, fishing piers, docks, agricultural
uses, and/or forestry drainage.
B. Estuarine Shorelines. Estuarine shorelines are those non-ocean shorelines
which are vulnerable to erosion, flooding or. other adverse effects of wind and water.
__.__These_shorelines_ extend -from the, mean high water_ level. or_ normal- water__level. fora
distance of 75 feet landward. Examples of uses that may be permitted in estuarine
___ _ shoreline. areas include single family dwellings, piers, marinas, wharves, and ferry
landings.
A4- C.o
r 14JAA
MINNESOTT BEACH SUBDIVISION ORDINANCE
October 15, 1996*
Tages v and 42 through 48 revised November 9, 2004.
Supersedes version adopted October 12, 1987
4.6 Utilities 34
4.6.1 Water and Sewer Systems - - 34
4.6.2 Storm Water Drainage System - - 34
4.6.3 Electric Utilities - - - 35
4.7 Other Requirements - - - 35
4.7.1 Placement of Monuments - - 35
4.7.2 Construction Procedures - - 36
4.7.3 Oversized Improvements - - 36
4.8 Buffering- 36
4.8.1 Buffering - - - - 36
4.8.2 Recreation and Open Space - - 37
ARTICLE 5 - DEFINITIONS
5.1 Subdivision Defined - - - 40
5.2 Other Definitions - - - 40
5.3 Word Interpretation - - - 43
ARTICLE 6 - GROUP, CLUSTER, PLANNED UNIT DEVELOPMENT
6.1 Purpose 44
6.2 Permitted Uses - - - 44
6.3 Minimum Tract Size - - _ 44
6.4 Density of Development - - - 44
6.5 Lot Size - - - - 45
6.6 Wastewater Treatment - - - 45
6.7 Water Supply - - - 45
6.8 Setbacks - - - - 45
6.9 Streets - - - - 46
6.10 Plat Submission - - - 46
6.11 Change in Plans - - - 47
6.12 Plat Approval - - _ 47
6.13 Waiver of General Subdivision Requirements - 47
6.14 Permits - 47
6.15 Off Street Parking Space Requirements - 48
10/96
'3- V
Through Lot or a "Double Frontage Lot". A lot other than a comer lot with
frontage on more than one (1) street. Through lots abutting two (2) streets may be
referred to as double frontage lots.
Reversed Frontage Lot. A lot on which the frontage is at right angles or
approximately right angles (interior angles less than one hundred thirty-five [135]
degrees) to the general pattern in the area. A reversed frontage lot may also be a
corner lot, an interior lot, or a through lot:
Single-Tier Lot. A lot which backs upon a limited access highway, a
railroad, a physical barrier, a waterway or another type of land use and to which
access from the rear is usually prohibited.
Officials Maas or Plans. Any maps or plans officially adopted by the Board of
Commissioners of the Town of Minnesott Beach.
Open Space. An area (land and/or water) generally lacking in man-made structures
and reserved for enjoyment in its unaltered state.
Plat. A map or plan of a parcel of land which is to be, or has been subdivided.
Public or Community Sewage System. A single system of sewage collection,
treatment, and disposal owned and operated by a sanitary district, a metropolitan
sewage district, a water and sewer authority, a county or municipality, or a public
utility.
PUD or Planned Unit Development A comprehensive development of real property
established under the provisions of Article 6 of this Ordinance. (Definition added
November 9, 2004.)
Recreation Area or Park. An area of land or combination of land and water
resources that is developed for active and/or passive recreation pursuits with various
man-made features that accommodate such activities.
Retention. Surface collection, storage, and reduction of storm water runoff for the
purpose of providing infiltration of runoff into the soil.
Street. A dedicated and accepted public right-of-way for vehicular traffic. The
following classifications shall apply:
SPECIFIC TYPE RURAL OR URBAN STREETS:
10/96

Residential Collector Street. A local access street which serves as a connector
street between local residential streets and the thoroughfare system. Residential
collector streets typically collect traffic from one hundred (100) to four hundred (400)
dwelling units.
Local Residential Street. Cul-de-sacs, loop streets less than two thousand five
hundred (2,500) feet in length, or streets less than one (1) mile in length that do not
connect thoroughfares, or serve major traffic generators, and do not collect traffic
from more than one hundred (100) dwelling units.
Cul-de-sac. A short street having but one (1) end open to traffic and the other end
being permanently terminated and a vehicular turnaround provided.
Frontage Road. A local street or road that is parallel to a full or partial access control
facility and functions to provide access to adjacent land.
Alley. A strip of land, owned publicly or privately, set aside primarily for vehicular
service access to the back or side of properties otherwise abutting on a street.
Subdivider. Any person, firm, or corporation who subdivides or develops any land
deemed to be a subdivision as herein defined.
5.3 Word Interpretation
For the purpose of this Ordinance, certain words shall be interpreted as follows:
Words used in the present tense include the future tense.
Words used in the singular number include the plural and words used in
the plural number include the singular, unless the natural construction of the wording
indicates otherwise.
The word "person" includes a firm, association, corporation, trust, and
company as well as an individual.
The word "used for" shall include the meaning "designed for".
The word "structure" shall include the word "building".
The word "lot" shall include the words "plot", "parcel", or "tract".
The word "shall" is always mandatory and not merely directory.
10/96

ARTICLE 6 (Added November 9, 2004)
GROUP, CLUSTER, PLANNED UNIT DEVELOPMENT
6.1 Purpose
The purpose of this Article 6 is to encourage comprehensive planning for sizeable
tracts of land under single ownership or control, so as to promote the construction
and use of the appropriate commercial, retail, institutional, industrial and recreational
areas. To this end, the standards and requirements of this Ordinance may be
modified by the Board of Commissioners in the case of a plan and program for a
group, cluster, or Planned Unit Development ("PUD"), which in the judgment of the
Board of Commissioners, provides adequate public spaces and improvements for
circulation, recreation, and service needs of the tract of land when fully developed
and populated, and also provides such covenants, or other legal instruments, as will
assure conformity to an achievement of such a development plan.
6.2 Permitted Uses
The following uses shall be permitted:
A. Single family dwellings.
B. Multi-family dwellings.
C. Accessory buildings or uses for residential dwellings.
D. Recreational uses, including golf courses, parks, open spaces,
walkways, marinas, and all other recreational uses, as well as services
associated therewith.
E. Utility structures and facilities.
6.3 Minimum Tract Size
There shall be no minimum tract size for development under this Article 6.
6.4 Density of Development
There shall be no more than one dwelling unit or separate unit of ownership, on
average, for each acre of the PUD property utilized. This maximum density of
development established hereunder may be waived by the Board of Commissioners,
in its sole discretion, upon an affirmative finding that the public health, safety and
welfare will not be negatively impacted by such waiver.
10196
7
2- L
1
6.5 Lot Size
The average lot size for single family lots within the PUD with frontage on a naturally
occurring body of water shall be three-quarters (314) of an acre; otherwise, the
average size of all single family lots within the PUD shall be one-half (112) acre. This
minimum lot size established hereunder may be waived by the Board of
Commissioners, in its sole discretion, upon an affirmative finding that the public
health, safety and welfare will not be negatively impacted by such waiver.
6.6 Wastewater Treatment
All wastewater treatment of effluent generated within the PUD must be through a
North Carolina DENR approved treatment and disposal system operated by either a
unit of government or an approved licensed public utility with a franchise granted by
the North Carolina Utilities Commission. In no event shall septic systems be allowed
for treatment of wastewater effluent, unless waived by the Board of Commissioners
upon an affirmative finding that the public health, safety and welfare will not be
negatively impacted by such waiver.
6.7 Water Supply
All water supplied to property within the PUD must be through an approved system
operated by either a unit of government or an approved licensed public utility with a
franchise granted by the North Carolina Utilities Commission.
6.8 Setbacks
The following minimum setbacks shall apply:
Minimum Building Setback Line Side Yard Setback Line Rear Yard Setback Line
25 feet 8 feet 15 feet
The minimum required setback established hereunder may be waived in the sole
discretion of the Board of Commissioners upon a finding that the public health, safety
and welfare will not be negatively impacted by such waiver. Further; additional
requirements may be imposed as a condition upon waiver of these setback
requirements.
In addition to these minimum setbacks, those setbacks under the Town of Minnesott
Beach Land Use Plan established for districts entitled "Rural with Services" and
"Conservation" shall also apply.
10/96
-5a vs-
6.9 Streets
Public streets must meet the requirements imposed by Section 4.5 of this Ordinance.
Streets other than public streets shall have no minimum right of way or paving
widths, and shall not be required to meet the provisions of Section 4.5 of this
Ordinance; provided, however, all base, material and paving must meet the then
current secondary road standards of the State of North Carolina as if it were a public
street.
Further, in the event that any street in a PUD shall not be constructed to minimum
standards sufficient to allow its inclusion in the state highway system for
maintenance, a street disclosure under Section 4.5.2 above shall be required.
6.10 Plat Submission
The owner of any property seeking to have such a property developed under this
Article 6 shall submit a master site and development plan for all property designated
(or requested to be designated) as a PUD at least thirty (30) days prior to the
Planning Board meeting at which the owner desires the Board to review the master
site and development plan. Ten copies of such site development plan shall be
submitted to the Town Clerk. The site development plan must show, at a minimum,
the following items:
A. All proposed public or private street rights-of-way and easements;
B. The proposed location of all single family residences and
developments;
C. The proposed location of all multi-family developments;
D. The proposed location of all recreational areas;
E. The proposed location of all office and professional areas;
F. The proposed location of all commercial areas;
G. The proposed location of all utility areas;
H. The proposed density of development for each site designated single-
family residential, for each site designated multi-family residential, for
each site designated for office and professional utilization, and for
each site designated for commercial utilization. Furthermore, the
10/96
-54-fG
development plan shall include the gross acreage for the project, and
each use therein and the gross residential density (including
recreational and open spaces); and
I. Any other information requested by the Planning Board or Board of
Commissioners.
The Board of Commissioners, following review and recommendation by the Planning
Board, may designate property as a PUD if the Board of Commissioners determine
that the proposed development plan is in the best interest of the Town of Minnesott
Beach because the plan meets the requirements of this Article 6, and represents a
comprehensive and coordinated approach to land planning and use of the property
so designated. Once the master plan is approved by the Board of Commissioners,
the applicant may proceed under Section 6.12 below. A PUD may only be
designated as such upon request of the owner of the property.
6.11 Change in Plans
The owner of each tract designated as a PUD shall be allowed to submit plats for
subdivision approval that are inconsistent with particular site designations as shown
on the master plan, but only if done prior to plat approval under Section 6.12;
however, if any such changes are deemed material by the Subdivision Administrator,
the applicant may be required to provide to the Town an updated master
development plan for the entire property, which updated plan must conform with all
limitations contained within this Ordinance, and approval of the updated plan shall
then be a condition precedent to recordation of the plat.
6.12 Plat Approval
When twelve (12) months (unless said time is extended by the Planning Board), one
or more plats of some or all of the phases of a proposed PUD shall be submitted in
accordance with Article 3 of this Ordinance and said plat shall be reviewed in
accordance with said section.
6.13 Waiver of General Subdivision Requirements
Except as required in this Article 6, property approved as a PUD shall be exempt
from Article 4 of this Ordinance.
6.14 Permits
Before any building permit is issued within a PUD, a storm water management plan
must be submitted to and be approved by the State of North Carolina in accordance
10/96
-5-5Y7
with its Coastal Storm Water Rules and Regulations.
6.15 Off Street Parking Space Requirements
There shall be a minimum of two parking spaces (10 ft. by 20 ft. each) for every
multi-family residential, retail, commercial, or institutional unit. Furthermore,
additional spaces may be required to protect the public health, safety and welfare,
and such additional requirements will be determined by actual use. The number of
parking spaces required for marina slips shall be as required by the Minnesott Beach
Land Use Plan. Parking space requirements shall also be as required by federal,
state and local laws and regulations.
10196
-,-6 y8

CONRACT SURVIVING CLOSING
This Contract Surviving Closing (this "Agreement") made by and between MINNESOTT BEACH
DEVELOPERS LLC, a Virginia limited liability company, referred to herein as "Buyer", and
0GOLF AND COUNTRY CLUB, INC., a North Carolina nonstock corporation,
referred to herein as "Seller", made as of the 150' day of December, 2004, as follows:
WHEREAS, Buyer has purchased, and Seller has sold and conveyed the REAL PROPERTY, described
below, which was the subject of that certain Offer to Purchase and Contract between Buyer and Seller
made as of August 5, 2004, and amended as of October 19, 2004, referred to herein as the "Contract", upon
the terms and conditions and as described in the Contract; and
WHEREAS„ Buyer and Seller wish to enter into this Agreement which is intended to survive closing of
the sale of the REAL PROPERTY and delivery of a deed of conveyance of the REAL PROPERTY to
1 address certain covenants with regard to the design and construction of improvements on the REAL
PROPERTY and the Minnesott B4"4 Golf & Country Club, Inc. property, referred to herein as the
"Country Club Property":
NOW, THEREFORE, in consideration of the premises, the mutual promises contained herein and other
good and valuable consideration, the sufficiency is hereby acknowledged by the parties, the parties hereby
agree as follows:
1. REAL PROPERTY: The REAL PROPERTY consists of the real property located in the Town of
Minnesott Beach, in the County of Pamlico, State of North Carolina, consisting of approximately 2.355
acres and being known as and more particularly described by metes and bounds on the Survey Plat
entitled "Survey of 2.355 Acres Subdivided from the Property of Minnesott Golf & Country Club, Inc"
prepared by Atlantic Survey & Design, PA, dated November 23, 2004, (the "Survey Plat"), attached as
Schedule A to this Agreement.
2. COVENANTS: The parties hereby agree to the following covenants:
(1) Seller shall continue to cooperate and assist Buyer in the rezoning and subdivision of the
REAL PROPERTY by the Town of Minnesott Beach to permit construction thereon of twelve
(12) multi-family dwellings of at least 2,000 finished square feet of living space on twelve (12)
separate subdivided lots.
(2) Buyer and Seller shall work together and cooperate in good faith to diligently prepare,
file and prosecute such applications with the Town of Minnesott Beach_ to obtain approvals that
will be necessary to develop the REAL PROPERTY with twelve (12) residential units having at
least 3 bedrooms and consisting of at least 2,000 finished square feet of living space each. Buyer
shall provide all necessary engineering, planning, surveys and plats and legal support, at its sole
expense, necessary to prepare, file and diligently prosecute such applications
(3) Buyer and Seller shall work together and cooperate in good faith to diligently prepare,
file and prosecute such applications with the Pamlico County Environmental Health Department
to obtain Improvement Permits for a ground absorption sewage (septic) or other comparable
system and a stonnwater management system that will be necessary to develop the REAL
PROPERTY with twelve (12) residential units having at least 3 bedrooms each. Buyer shall
provide all necessary engineering, planning, surveys and plats and legal support, at its sole
expense, necessary to prepare, file and diligently prosecute such applications.
(4) Buyer and Seller shall work together and cooperate in good faith to diligently prepare,
file and prosecute such applications with the Pamlico County Building Inspector to obtain building
permits that will be necessary to develop the REAL PROPERTY with twelve (12) residential units
having at least 3 bedrooms each in at least 2,000 finished square feet of living space. Buyer shall
provide all necessary engineering, planning, surveys and plats and legal support, at its sole
expense, necessary to prepare, file and diligently prosecute such applications.
(5) Seller shall grant such easements across its property as shall reasonably be requested for
utility service, including without limitation septic, water, telephone, cable, gas and electric, to
serve the REAL PROPERTY, and such easements as shall reasonably be requested to construct
and maintain such utility service; provided that such easements do not interfere with Seller's use
and enjoyment of its property burdened with such easements.
(6) Buyer shall provide Seller reasonable opportunity throughout the design and planning
process to review and comment on all site and subdivision plans, home designs, land plans,
landscaping and architectural and other restrictive covenants that Buyer designs or drafts for
development, construction and sale of the REAL PROPERTY. Buyer shall provide copies of site
and subdivision plans and land plans to Seller during the permitting process described in
subsections (1) through (4) above, and will provide copies of home plans and landscape plans to
Seller when they are received by Buyer from its designer. Buyer will also provide copies of all
architectural and other restrictive covenants to Seller when they are developed. In each case,
Seller shall review and comment to Buyer in writing within (three) 3 business days from receiving
such plan or covenants, either approving such plan or covenants or providing comments. Buyer
and Seller will meet within three (3) business days following Buyer's receipt of such comments to
discuss the comments and possible modifications to the plan or covenants. If modifications are to
be done to the plan or covenants, Buyer will have them done and resubmit a copy of such
modified plan or covenants to Seller for further review and approval. Seller may either approve as
is or approve with final comments to such plan or covenants in writing within three (3) business
days from receiving such plan or covenants. Thereafter, Buyer may proceed with the plan or
covenants, incorporating Seller's final comments at Buyer's sole discretion.
(7) In consideration for the payment by Buyer to Seller of S 10,000 for each residential unit
built on the REAL PROPERTY and sold by Buyer, Seller shall provide in its operating and
governing documents and in fact that the owner of a residential unit constructed by Buyer on the
REAL PROPERTY have initiation fees waived for membership in Seller, and that this waiver
applies to all subsequent owners of such residential unit.
(8) Seller agrees to shift its parking lot to the North to accommodate the twenty (20) foot
access easement being located to the North of the REAL PROPERTY as indicated on the Survey
Plat.
(9) Buyer shall, at its sole expense, prior to commencement of construction of any
construction work on the REAL PROPERTY (a) excavate up to twenty (20) feet from the existing
North edge of the parking lot, as necessary to accommodate shifting the parking lot to the North,
(b) remove and transplant or replace, as necessary, existing bushes in the excavation area, (c)
construct a low retaining wall at the North edge of the excavation properly designed to impede
erosion, (d) construct a rock base on the excavation area for temporary parking, and (e) after
construction of residential units is complete and while the private access easement to the REAL
PROPERTY and Seller's parking lot is being repaved, grade, pave and stripe the excavated area to
the same standard as the parking lot.
(10) Buyer shall, at its sole expense, cause its civil engineer to redesign the parking lot as
defined by Seller to accommodate approximately one hundred (100) standard striped parking
spaces and to provide an adequate turning area for trailered boats to be launched from the existing
boat ramp on the West end of the parking lot facing Alligator Gut, and to provide for five (5)
parking spaces for boat trailers and their related vehicles.
(11) Buyer shall, at its sole expense, cause'its civil engineer to design (a) appropriate
underground relocation of the overhead power lines located at the existing North edge of the
parking lot and (b) the relocation and design of general parking lot lighting to replace existing
2 00;
lighting with appropriate equipment to provide sufficient lighting to the parking lot while
minimizing glare in the view plane of Seller's clubhouse and the residential units developed by
Buyer. The cost of construction of such improvements shall be the responsibility of Buyer to the
extent that they exceed the reasonable cost to Seller had the improvements been made by Seller
under the Plat attached to the Contract as Schedule A.
(12) Buyer shall, at its sole expense, cause its civil engineer to design appropriate
modifications, if necessary by reason of the location of Buyer's construction, to the parking lot
and pool drain located in the parking lot and draining into Alligator Gut. Any such modifications
shall be done at the sole expense of Buyer.
(13) Seller shall permit Buyer to cause design and construction of a ground absorption sewage
(septic) or other comparable system on Seller's driving range to satisfy the off-site sanitary sewer
requirements for the residential units to be constructed on the REAL PROPERTY, in compliance
with the requirements of the Pamlico County Environmental Health Department Improvement
Permits.
(14) Buyer and Seller shall work together and cooperate to coordinate the following with
Buyer's construction of a ground absorption sewage (septic) or other comparable system on
Seller's driving range: (a) relocation of the 6 inch water main, as required to provide proper
spacing from the drain field; (b) repair of the driving range and, if necessitated by Buyer's
construction, re-installation of the gravel access path on the edge of the driving range; (c) design
and provision of an area for drain field repair; (d) grading for proper drainage, sprigging and
sodding of the area of the driving range used for such drain field; (e) extension and installation of
Seller's existing watering system to the driving range; and (f) leveling or other grading, sprigging
and sodding of the driving range other than the area used for such drain field. Buyer shall design
and construct the ground absorption sewage (septic) or other comparable system, and the 6 inch
water main and gravel access path described in (a) and (b) above, if necessitated by Buyer's
construction of such system, as well as the other improvements described in (c) and (d) above, at
its sole expense. The cost and construction of the other improvements described under (e) and (f)
of this subparagraph 13 shall be the sole responsibility of Seller
(15) Buyer shall, at its sole expense immediately following completion of construction on the
REAL PROPERTY, cause repairs to be made to the private entrance road and dam leading into
Seller's property as necessary to restore them to their condition prior to Buyer performing any
construction on the REAL PROPERTY
(16) Buyer and Seller shall work together and cooperate in good faith to coordinate and
complete the approvals and construction -of all of the improvements described in subparagraphs I
through 15 above. Buyer and Seller agree that such improvements will be coordinated with
Seller's planned repaving and striping of the parking lot, which shall be the sole responsibility of
Seller except as otherwise specifically provided under subparagraphs 9, 11 and 15 above, and
except for possible restoration of parking lot damage caused by Buyer's work pursuant to
subparagraphs 12 or 14 above. It is contemplated that the design and construction of such
improvements, including the repaving and striping of the parking lot, and the scheduling and
coordination of contractors and materialmen to perform the construction will be managed and
overseen by Buyer, although Seller shall have the right to manage any element of such
construction for which Seller is financially responsible. .
3. ASSIGNMENT: This Agreement may not be assigned by either party without the written consent of
the other party to this Agreement, but, if assigned, then this Agreement shall be binding on the
assignee and his heirs and successors.
4. ENTIRE AGREEMENT: This Agreement contains the entire agreement of the parties and there are
no representations, inducements or other provisions other than those expressed herein. All changes,
??
3
additions or deletions hereto must be in writing and signed by all parties. Nothing contained herein
shall alter any other agreement between Seller and Buyer.
5. NOTICE AND EXECUTION: Any notice given under this Agreement may be by certified mail,
return receipt requested, postage prepaid or by facsimile or email, and it shall be deemed given when
received by the receiving party. Any notice or communication to be given to a party herein may be
given to the party at the last postal, facsimile or email address, as the case may be, provided by such
receiving party in writing to the party giving such notice, or to such party's designated agent, if any.
This Agreement is executed under seal in signed multiple originals, all of which together constitute one
and the same instrument, with a signed original being retained by each party, and parties adopt the
word "SEAL" beside their signatures below.
6. CONTROLLING LAW: This Agreement and all the provisicns hereof shall be construed under the
applicable law of the State of North Carolina without regard for conflicts of laws rules.
(Signatures on the following page)
4
O?',D
Buyer: MINNESOTT BEACH
DEVELOPERSLLC
Date: 2? (? 64? d 4
By: ALJ?'ma'-A?,Z)EAL)
Peter MacMurray, Manager
Date ! L//
/ Z f 4' Ey:_ (SEAL)
Tom Hicks, Manager
Seller: T+IE MINNESOTT BP*6f 1 GOLF
& COUNTRY CLUB, INC.
j 197
Date: /? - 16-6 `-( Biwa-Q)t?, - (SEAL)
Lawrence A. Whalen, Chairman of the 3rd
5
6
SCHEDULE A
Description of Land
(Attached)

scrtabU L9
._r1 T "A"

All that certain tract or parcel of land lying situate and being in
Number Five Township, Pamlico County, North Carolina, and more
particularly described as follows:
Being all that certain 2.355 acre tract as shown on the map
entitled "Subdivided from the Property of Minnesott Golf & Country
Club, Inc." by Atlantic Survey & Design, P.A., dated November 23,
2004 and recorded in Plat Cabinet A'at Slide 140-18 of the Pamlico
County Registry.
This conveyance is made subject to the Drainage and Utility
Easement and the Landscape Buffe_ as shown on said map.
ALSO CONVEYED is the right of ingress, egress and regress over and
upon the 1120' Private Access-Easement" as shown on said map.
P??

-
_
I RELEgSE FAR PERMITS JK I/~~
A i~/~5 .141Uit~Cii~l~ir,i~~
Q~~, C`;
s; o`
ND, DESCRIPTION BY DAT - SEA •
E L
157~~ Revlslons
y'' ~ o I ~ ~ ,I Oi P~
~_:r ~ i ~ lllgl!lIIIIIIIID'~~~"~~ y~.~rl ~ ~ . ~ ~ _
~ A V `V ~ ~ ~ \ . ~ i ~/i~l~ ~ ~ ~ ~ ~ ti~ I ~ { i ' r. 1 ' ~
v \ V / I . ( / 1 ~ `R,'.~~b ,~1 ~
\ I \ i I~ / I I I I , \ V v i/ I/ I / / I v v ~ I i l 1 1 I J I / :t. ar; ~ '•1''
~ ~ ~ ( ~ I I I I \ \ \ ~ I I I~ / \ I / i . > ;4 ~ ~`~JI
` /I \ I I i / ! I \ \ I / I I i / \ \ / i~ ~ti ~`~I
v ~ / V 'l l I 1 v v I 1 v ~ / I \ I~ I I• I / / v v ~ ~ ~ ~ ~ ~ I - r ~
\ \ / I / \ ~ \ ~ I l \ v I III ~ I v
v EASEMENT uNE ~ I I I I I / ~ _ ~ v ~ ~ I \ \ \ \ \ \ I I•I I I ~ ~ I ` ~ Mu1~ewEC ~ Q
\ \ \ \ I I 11 ~ I \ \ I I I ~h• I I I I ~ ~ \ v v v \ I III ~ \ ` ~ ~ t~ I. ~u:~ ~
\ I ~ \ ~ I _ - - C ~ ! a Q
\ v v v v I v1 ~ v~ ~ I o/ v \ II II\\ - i~ ~ \ /ry \ : ~ Ikinson .h I Z ~ ~ ~
\ ` AVERA~~` HIGH WATER \ V I I \ A v A \ i I ~ ~ V / / ~ \ V I I I \ \ ~ A \ ~ ~ ! / \ A \ ~ ~ ~ ~ - ~ :I I I I E~~~Q
\ \ - \ \ I \ \ \ \ \ \ \ ~ ~ ~9 ~ / \
\ \ \ V A V A V ~ \ ~V 14. ~ A \ \ ~ ~ / ~ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,D~ r~~ ~ \ \ ~ \ \ \ \ \ \ ~ry fib. / \ \ j , uc~a ~ ~ ~ _
~ \ \ \ \ ~ ~ 8 \ \ ~ A A \ \ RETi~INtNC L ~ \ ~ ~ ~ V ro ~ V / / A ~ ~ W 1'
_ - - ~ RETAINING WALL \ ~ v ' . . ~ ~ ~ \ \ \ ~ ~ ~ Q,' Q,' W E-, t_ _ _ - - _ ~ i 7 I-....... U~~~
EXISTING DOC TO REMAIN \ \ \ \ \ ~ ~z9: ` ~ \ EXISTING BOAT RAMIE \ \ \ \ \ ~ \ ~ . . ~ \ \ \ ~ ` ~ rn f^f ~ } ~ 1
TO REMAIN ~ \ ~ ~ ~ ~ ~ ~
\ 1I VICINITY M T T AP
~ iv0i i0 SC ALE ~ S1TE DATA
\ / I ~ 1 ~ \ ~ / \ \ ~ 1 - h \ \ ~ 064NER~DEVELOPER: MINNESOTT BEACH DEVELOPERS, LLC
\ \ \ 50' NEUSE RIPARIAN BUFFER IMIT / ~j ~ ~ - ~ ~ / ~ \ ~ 1107 BENNETT ROAD .
~ A \ A \ / / / / / ~ - ARAPAHOE, NC 28510 ~ ~ 252 249-1424
/ i~ i ~ ( ) r. ' ~ o DEED REFERENCE: PLAT CABINET A, SLIDE 140-18 N i~
I \ \ \ \ \ 75' CAM jA~C EINE / / i / / / ~ ~ / ~ - _ J ' \ ~ ~ - , ~ \ \ / \ / ~ / A S ~ ~ ~..~t. ~ i~ \ PROPERTY IDENTIFICATIGN N0. PI - -
SITE ZONIN ~ ~ N). F093 85 i ~ O G. RM (PUD DISTRICT OVERLAY) ~ Q I TOTAL SITE AREA: 102,584 SF, 2.355 ACRES ~ z ~
/ \ l ~ / ~ / 1 / ~ 522,£ \ ~ \ \ ~ TOTAL ~ LOTS: 12 _ ~ - ~ r~
I I / / ~ / ~ \ i 1 \ \ TOTAL AREA IN LOTS = 31,996 SF, D.73 ACRES 31.1 ~ ~ ~ ~ O TOTAL COMMON AREA = 70,588 SF, 162 ACRES, 688180E TOTAL SITE AREA
1 / / / / / / ~ ! ~ ~ ~ \ \ OF TOTAL SITE AREA ~ ~ ~ ~ TOTAL IMPERMEABLE AREA = 41013 F ~ ~ - - ~ ~ S , 0.942 ACRE, 40 U% OF TOTAL SIT ~ ~ CV TOTAL PERMEABLE AREA = 61,571 5F, 1.41 ACRES, 600 OF TOTAL SITE AR AREA ~ ~ U u~
I l l / / / / ~ l i / l , ~ ~ . ~ \ \ ~ 117 SPACES ~ ~ ~ , V A / / TOTAL CAMA 75 AEC AREA = EA -
/ ! l i / / ~ l l l l ~ ~ ~ 66 v 15' TaIT Ea T ~ / I / / / / / / % / ~ ` . cp: ~ PROPOSED IMPERMEABLE WITHIN45,A24 SF, 1.04 ACRES, 43.99 OF TOTAL SITE AREA W Z U C MA 75' AEC = 5,822 SF, 0.13 ACRE. I ~ I- ~ 7 S, 29~ OF AEC AREA rT, _ ~
1 ! / I l/ l lfl l ''2 ~ ~ ~ J / / ~ ~ r` X ~ UTILITY SERVICES: WATER - PAMLICO COUNTY (PUBLIC) Q
l l / l/ I( ~ 2q,+ ~ ~ \ ! / / 1 v S~ I / / / / / ~ / / ~ 9 O ~ \ v ~ ~ ~ ~ ~ SEWER -PRIVATE ON SITE SEPTIC SYSTEM ~ ~ ~
1 ! / / / / / / / / / r~ s.z l• /l l / ~ / ~ I •~o• 28 O ~ ~ . t v ELECTRIC -TIDELAND EMC ~
! / / 0 EXI I I / / / \ ~ / / / , 1/ (qN ) \ \ STING ASPAHLT ARKI G \ ~s.o , ! ~ i / / \D / _ / / / 7 / / / / / / / ~ I ~ 7a. S~qp ~ V L01 TO REMAIN ~ \ ~ ~ ~ ~ / TELEPHONE -SPRINT P Z ~ ~ ~ ~ ~ ~ i~ GENERAL NOTES: ~ ~ W O
I l / / OR F ` . ~ . I U / ~ l / / ~ q/N 6(/F ' ' ~ \ ~ /lit / / \ / I ~ qS FF 2 ACCESS EASEME \ ~ ~ ~ CI] O
• r / / ~ \ \R h l 11111 i / ~ I / ~~F~ t ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP ~ I ~ / / ~ ~ BY ATLANTIC SURVEY AND DESIGN. PREPARED ~ ~ ~
/ / 7 q ~ ~ ~ OTT GOLF AND OUN Y CL B, IN . A l l / / ~ / s3 , iv rr .FNS O v / ~ S • ' BASED ON DATUM NAVD 1988. W W r~ \ ~ ~ ~ ~ ~ 2. PORTIONS OF THE PR j OPERTY ARE LOCATED WITHIN THE 100-YEAR FLOOD PLAT Z ~
! ~ l l / (0 / I7 / / INDICATED ON THIS MAP N AS
~ 1111 / ~ O ~ q v l l / / / ~ / / ~ A ~ ~ I7 ~2, VA 583. ~ ~ / , 3. COASTAL WETLANDS ARE LOCATED ON THIS PROPERTY AS DELINEATED. ~ ~ N
I / o / \ . A.: s Rem i / \ / / ~ V \ \ g , f a nin ro ert~ of ~ ; ~ _ _ ~ / / / 0 4. NEUSE RIPARIAN ~ ~ ~ ~ BUFFER AREAS ARE PRESENT ON THE PROJECT SITE AS DELI ~ ~ i ~ ~ , ~ / / / / NEATED. _
/ / Ili / i/ / i \ / / 1 T~ , ° ^ \ Minnes tt Golf ~ l l / I . ~ • o~ ~ ~ . O & C unt y lub '0 6• _ ~ / 5. CAMA AREAS OF ENVIRONMENTAL CONCERN (AEC) ARE PRLSLNI ON THE PR ~ > ~ ~ ~ ' ~ / / / AS DELINEATED. OJECT SITE . _
I I l / o`~ ~ 2 Q 5 PG ~ / / d \ ~ 21, DB 6 0 l I 1 / b q 0, Pg 284, ~ I l / / ~ ~ ~ W ~ ~ O DB 80 ~ / / / ~ X W / / / 6. THE RECEIVING WATER COURSE FOR THIS PROJECT IS NEU ~ O
/ / I11 I ! / l I ~ I 1 ~ ~ ; ' : • A \ q 488, DB Pg 438 & 4 0 ~ I 6 / '•r••.. O ~ l / \ 1 / SE RIVFR ~ Z ~ / / - / m ~ i ~ ~ J
/ / III I / /o ~ ~ / 13~ A q
SEQUENCE OF OPERAT " ~ ns ~ ~ ~ ~ ~ ~ ION. _ _ ~ - - - _ _ _ _ J 1. SECURE PROJECT PERMITS.
/ 1 I I I I / o ~ _ _ ~ O I ~ / I \ a s . , \ ( i it $ ~ - - - - ~ 2 CONDUCT PRE-CONSTRUCTION
I I I < ~ N) • 1' ~ ~ III I I ~ l I 'y • . 22q - ~ ~ O 13 CONFERENCE. 3. IN
1 p STALL GRAVEL CONTROL ENTRANCE. ~-6 p0 ~,~T 4. INSTALL SILT FENCING Q
/ I ~ I I ~ I O.Ofi~ ~ 72'2, ry ~ ~ ~ 15R':I'::~~..,~.~ l l II I I ~ N)1• \ ~ '8 ,q>~ ~ ~ 8.38' - fit- 5. GRUB SITE ~ 8.38' 141.36' ,5 ~ TO REMNN
/ ~ I I Q X22 „ .a o~ V ~0 1 I ' ' III I i ~ ~ I °~2: ~ ° v ~ ~ ~ • ~ O N, 0~ 6. INSTALL INFILTRATIO ~ _ ~ ~ ~ N BA51NS, VEGETATED SWALES AND I,HECK DAMS. 7. CONSTRUCT .,ITE IMPROVEMENTS. U
00 8. SEED AND MU _ ,65 • LCH ALL DISTURBED AREAS/
/ ~ o ~ I o° \ ~ .a 3 \ h 1,613 SF S)j7 , ~ ,3. ~,t II 1 I I m h ~ ~ ~ \ 2.291 sF m o.os ~c 1Zq c' ~ - _ ~ - - -R- - - , \ ESTABUSH VEGETATION. rNv
I I I III I S)j. 006~(+C ^ 1,673 ~ ~ .~0 . ~ • qC~ . \ ~ ' - - ~ ~~ti, 9. REMOVE GRAVEL CON w ~ ~ ~ TROL ENTR I ANCE. /I
~ ~ ai ~ '22 \ ` ~ ' ~ 0.06 AC ' • \ / `O 0. REMOVE SILT FENCING.
I I o 0 34.54'-TIE ~ ~ ~ ~ • ' • \ \ ~ ~ ~ / 30'00"W MAINTENANCE PLAN: ~
236.50 Z,3 _ / 1. ALL EROSION AND SEDIMENTATION ~
I ° ~ \ ^ \ • s )~7 ' ~ ~ hry. ~ N) • ~ ~ :1 ~ ' qI 22gf X3.6 CONTROL DEVICES SHALL O . R~) 66 / = 1.5 5, ~ ~ ~ BE CHECKED FOR STA S 0 - L~ \ BILITY AND OPERATION FOLLOWING Q
• R=J5i0~ 20' ACCESS EASEMENT EVERY RUNOFF-PRODUCING RAINFALL EVENT AND INN
l / i iJJ . - \ I \ \ N)~• `2;291 SF , ' \ / ~ C- - _ V •Tp 22q~ 0.05 \ ~ o '22q^ ' ~ CA O • L 51 SE LESS THAN ONCE EVERY WEEK. ANY NEEDED
• ~ _85 Op ~ o REPAIRS W1Ll BE MADE IMMEDIATELY TO MAI ~ ' /R DEVICES IN THE ~ NTAIN ALL
0 OPERATING CONDITI ~ , ~ , h , ON,, INTENDED. Q • / ~ 1 ~ 2. ALL AREAS WILL BE SEEDED, FERTILIZED A ~
• • ND RESE EDED / , ~ 1 AS NECESSARY AND MULCH / 7)8 q y, ED ACCORDING TO ~
I~I \ ~ 2-- ~I ~ SI ~ ~ ~ 2613 SF ^`-0 / i ~ / . ••~C• f ~ l \ _ 1300 6'19'43"W ~ \ / 2zq ~ ~o° ~`ti h ~ S)j• a . ,g• SPECIFICATIONS IN THE VEGETATION PLAN IN ' ~c• • / •qa/ 1 ORDER 10
_ ~ 84.98 ~ ~ ~ ~0' ~ a ° 2q" • ' ~ - , 1534'34 _ _ , _ ~ ~ i ~ / \ \ ~ 2,2 1 SF ~ wry. 0 2,673 SF 1> , ^ ~ . „ . • , .B Al'k,; • . / 1 ESTABLISH AND MAINTAIN A VIGOROUS D ENSE VEGETATIVE
I \ \ \ N3~ ~ ~ 1 - V S)!)~, 0 5 AC 0.06 AC / 0 • h . , ~ ' ' • ~ , ~ , COVER. ~ / ~ 3. ANY SEDIMENT TRACKED ONTO THE A ~ h
: ~ • DJACENT PUBLIC ~ ~ . ~ : ~ ROAD SHALL BE REM ~ _ _ _ _ OVED ON A DAILY BASIS. Q
r,'•~ ~ / - - 4. SEDIMENT SHALL BE REMOVED FP,OM ~ c I Q ' ~ S)j. °E. BEHIP~D CHECK DAM,,, SILT
,.r •o FENCE • ~ ~ / B •ag 1~ , OR SEDIMENT TRAPS WHEN IT ACCUMULATES TO A Q ~ A DEPTH OF ONE
EXISTING WOOD GROIN ~ v ~ ?0 ~ ~ 22q ~ T?' • • . ~ ~ ~ 8) ~6 FOOT. ~ w : ; • / 56' S. THE STORMWA ~ ~
TO REMAIN (TYP OF 3) ~ ~ \ ~ / ~0' • ` S ~ \ \ I 1 I 10 TER BASINS SHALL BE CLEANED OF ALL ACCUMULATED y • • • • ' ' • • ~2 7 0 ' ~ SEDIMENT AND R ~ • ~ ~ ,?q ETURNED TO ITS DESIGN ELEAVTIONS UPON C ~ Q
I \ \ \ ~ - ~ 1 i / ~ \ 3'22q' I 2,291 ~F .v ro • ~ i Q~ OF CONSTRUCTION. OMPLETEION ~ E--{
\ \ ~ ~ ~ ~ ~ ' _ . Op . 0.05 C N) ~ ~ \ \ ~ ~ ~ ~ ~ \ _ ~ is 8 N r 7 ~ ~ ~ ~ ~4
8 / ~ ~ o ~ ~ ~ LEG END ~
~ ~ ~ ~ nn 12 i / w / ^rn ti
h 3,715 SF ~ ~ cppp~~ SILT FENCE E ~ r Q ~ i ~ a ~ ~
~ N q~) ~ \ ~ 1 ~ 11 6\ \ \ ~ o ~A q \ \ / J ~ Ill ~ 29' '~G~ ~ ~ / 0 2,443 SF/ 11 0.09 IBC C7 w ~ / o Q 0 2,443 SF/ 1 ~
169 ~q \ F~F)~ \ \ ~ ~ ~ \ J ! ' • \ h 0.06 Ar N how 0.06 A o N)) ti CHECK DAM G
9)• ~ ~ ~ ~ \ / \ \ ~ ~ \ 9 i J s9 q'w r7
~ ~ \ • ~v I 5 \ ~ \ S~, , \ ~ I ~ o~ James R.
` \ ~ , I ~ ~ ~ ~ F; o ~ I I & Julia H. McDonald ~ rya ~ D.B. 314, PG. 443 ~ _ GRASS SWALE H ~ ~ U
PROPOSED RIP RAP ~ ~ ~ ~ W S~)' SEE CROSS S SHORELINE STABILIZATION \ ~ I I 75' CAMA AEC LINE ~ + SLOPE AS INDICATED E--{ ~
2 ~ , ECTIONS AND DETAI~~O(~IEEE~C~~PMENT ~ ~ ~ N)71 • ~)7• ~ ~ ,moo C7 7 q ~ S)77
EXISTING ROCK JETTY NF ~ ~ ~ .9 • .1v to ~ ~ 96 26 4~ ~ ~
TO REMAIN N~RF 100-YEAR FLOOD PLAIN \ V ~ ~ I \ (~NF (SCALED) \ ~ ~ I I INLET OUTLET PROTECTI I I ON
Sjgel \ \ ~ \ \ \ I ~ J I . (IZgFI 50' NE ~ A V ~ ~ ~ ~ c7 O I ~ • 1 ~
pN~S USE RIPARIAN BUFFER LIMIT ~ A \ ~ - g _ ~I li,~~F ~ \ v ~ ~ ~ o • VALVE & VALVE 8 X A
SOF \ \ \ \ PR~p PROPERTY LINE~NORMAL WATER LEVEL A \ I ~ N a ~ I ~
fRry ~o v ~ ! ' ce ~
CAMA WETLAND LI \ 'SS'T \ 6 \ ! l NE \ 8 \ I Q J ~ ~ 8 ~ ~ ~Q ~
v ~c ` ( ~ / \F 75' CAMA AEC LINE \ \Tq)j \ \ \ h~ ~ THRUST BLOCK 6 ~ /o • ~
EXISTING CANAL C8 E~
~)o \ \ \ ~ IS t ~ „ A, A J
\ ? 6 \ \ ~ 1y. ~ \ \ \ \ ~ Q 3 4" WATER SERVICE C
\ \ ~ h C8
\ \ \ ~
~ ~ ~ ~ SEWER CLEANOUT D,F
\ / ~ ~ ~ \ ~ ~ C8
~
+27.0' PROPOSED SPOT ELEVATIONS
GRADE EVENLY BETWEEN SPOT ELEVATIONS.
eC PRELIMINARY PLAT SCALE 1"=30' NOTES:
SEE DETAIL A. SHEET C7 FOR TYPICAL PAVEMENT SECTION.
\ 2. SEE DETAIL B SHEET C1 FOR SIDEWALK CONSTRUCTION.
3.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE '
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL J. SHEET C7.
4. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
0404?.DWG

7 RELEASE EDR PERMITS JKA 1/13/05 r^ ~tmnumuiurr~~
~N p
0~: ••.~i, of s7oti
9'9 l
ND. DESCRIPTI N DAT SEAL. • ~ BY E _
_ 157^^^`` . V'J Revisions ~ :~L
. ~GINF~Q~' ,,ti . o
~~lllUflli fl 1~~'~'~
D~
v v I~; I v I I I I I v ~ I/ ~ ~ I I / di pQ ~
/ I I I. / I I / v y ~ I I I I\ I/ I v f I / W w
v v v ~ / \ I I I v v I v / I v II I I/ 1 v ~ I v QN ~ O ~ W
y 1 i I I v ~ / v ~ I I I I , v v ~ I O ~ .
v / I I I ~ I v v ~ I O
~ ~~r ~ I A \ ,I I II ~ v v ~ v r~,FM~N~ LINE--~ I \ \ ~ I • I I I I / / W
\ v v \ I I I I i \ / v \ v 1 I I I A V I y \ A 1 .I, • I I / ~ O y ~ Q
I \ ~ / ~
\ \ \ { I \ \ \ ~ / ~ W ~ ~ W
AVERAGE`HIGH WATER- ~ \ I ~ ~ A ~ ~ , ~ \ / `~~-1~UW O~~W~
V . ta. ~ ~ / ~ i ~ ~U~~`~'
v \ V1 ~A\V •V A ~ ~ ~ ~ V ~ \ ~ v v v v A \ v ~ . r ~ ~ ~ ~ I / / ~ W ~ U ~
~ \ \ \ \ \REA4IN~JG L ~ ~ ~ , , ~ ~ \ \ \ ~ \
- _ _ _ ~ \ \ RETAINING WALL V A V A ~ \ + ~ ; ~ - ~ A ~ \ ~ \ 6 \ Er(ISTINGDOCk~TOREMAIN V A V A\ ~ A ~ ~ 1 ~ SE UENCE OF OPERATION:
EXITING BOAT RAMS \ A A \ V A \ V ~ ~ A \ . ~ ~ ~ ~ ~ ~ ~ ~ ~ A ' 1. SECURE PROJECT PERMITS
\ \ ~ ~ ~ TO REMAIN ~ \ \ \ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ / ~ 2. CONDUCT PRE- T CONS RUCTION CONFERENCE.
\S / \ I ~ \ \ \ ~ ~ / ~ , 3. INSTALL GRAVEL CONTROL ENTRANCE, 4. INSTALL SILT FENCING.
~ c~ r ~ 5. GRUB SITE. ~ o
_ 1 I \ 6. INSTALL INFILTRATION BASINS, VEGETATED SWALES AND CHECK DAMS. c~
~ 50' NEUSE RIPARIAN BUFFER LIMIT, / ~ , , ~ - ~ I I \ _ - - , ~ ~ \ 7. CONSTRUCT SITE IMPROVEMENTS ~ Q 1
\ ~ A / j i / / ~ ~ i- A ~t~~ 8. SEED AND MULCH ALL DISTURBED AREAS/ ~ z ~ J
\ , \ n ~ ~ ~g r ~ i ~ \ \ _ ~ \ ~ i - ~ PTO ENA1N ~ ' . - - _ J \ \ ~ - ` ~ ~ ~ \ \ ESTABLISH VEGETATION. ~ ~ ~ 9. REMOVE GRAVEL CONTROL ENTRANCE, ~ _
~ l . A ~ v 8 \ 75 GAMA AEc uNE / ~ r ~ ~ / v ~ ~ . • ~ 10. REMOVE SILT FENCING. Q ~i
III I ~ \ ~ I 1 7 ~ ~ ~ / ~ \ ~ \ I. , I ~ v ~ 1 ~ l / i ~ ~ v ~ ~ ~ ~ A \ ~ ~ ~ L ~
~ 1 l l l / / ~ , ~ ~ D ~ EX15T1NG DROP INLET ~ . ~ A T \ i ~ J ~ i ~ I I ~ / ~ l / , / / / i o / ~ / REMAIN ~ . ~ ~ ~ ~ ~ ~ MAINTENANCE PLAN W z ~ ~ ~
I I i l ~ 'lam , ~ ~ RIM-t .5 \ ~ 117 SPACES ~ ~ , A I 1 I ~ ~ l~ j l ~ /l l ~ / i ~ ~ I. ~ ~ ~ A / / 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL - ~ / ~ ~ O X
I ' I l 1 l / ~ i / ~ ~ ~ D I l / / / / I l r l l / i l ~ , . ie.o `v ~ BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ~ z ~ ~ ~ EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO ~ ~ ~
I I I / / / / ; ~ ~ 7 ~ I , , / / ~ ~ ~ \ ~ - ~ CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED ~ z ~
I I r r l l l / ~ ~ l ~ ~ /~l Sal ~ ~ ~ ~ i ~ I/ ~ I l l/ )22 J ~ V A ~ ~ REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL ~ w ~ 0
~ / I /l / i / ~ l ( / ~ I I ~ ~ ~ ~ v ~45~ ~ 6.~ v ~ / / ~ l 1 ~ 9 ~ v , ~ v / ; ~ l / 1 ~l ~ / ~ ~ / DEVICES IN THE OPERATING CONDITIONS INTENDED. m o ~
i i i / / / j ~ ~ ~ / / \ ExtSTING ASPAHLT ARKI G ~ ~ ~ ~ 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED > I ~ ~ AS NECESSARY AND MULCHED ACCORDING TO ~ ~ ~
I . Q, ! ~ ~ ~ / i ~ / I I/ ,.e LOT TO REMAIN i ~ ~ ~ I ~ / ~ I l ~ / ~ / i ~ ~ v ~ Ex sTiNC 1s' ~sGP/~ SPECIFICATIONS IN TH W w r~ ~ ~ ~ E VEGETATION PLAN IN ORDER TO z co
l , l.i l i~ I ~ v ~ ~ ESTABLISH AN T ~ ~ ~ D MAIN AIN A VIGOROUS, DENSE VEGETATIVE ~ ~
I I ~ / / _ / / ~ ~ ~ ~ ~ ~ A ISTI DROP INLET r i~ l Ill / / . ~ ~ / / I ~ _ l / ~ / ~ rs. ~ \ \ i ~ / COVER. ~ ~ cv
~ i / ~ ~ v ~ ~ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ N
~ I i i ti, ~ I / v i 1 / / / O i ~ n.o \ ~ ~ ~ / / 1 ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ _ / ~ ~ ' / ~ ~ f 4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS, SILT ~ x W
r' ~ - / Remaimn ro ert of ~ ~ ~ i ~ / ~ FENCE, OR SEDIMENT TRAPS WHEN IT ACCUMULATES TO A DEPTH OF ONE ~ ~ z
f l 111 / 1 / i'i / ~ ~ \ / , / - ) ~ Minnesott Golf & C unt y lub f f ~ ~ ~ ~ - / ~ / FOOT. O m / / ~ / ~ u
! ~ ~'i l / i 1l / j l ~ o l ource: DB 150 P ~ 1 ~ l ~ / ~ i t , G 2 , DB 60, P 284, ~ . / / f / ~ 5. THE STORMWATER BASINS SHALL BE CLEANED OF ALL ACCUMULATED ~ _ / / o ~
l ~ ' l ' II ~ i ~ ,s • ' r • • DB 80, 488 DB 3~4 P 438 & 4 0 ~ I / , 1 / ~ i . ~ i~.~ \ ~ SE[NMENT AND RETURNED TO ITS DESIGN ELEAVTIONS UPON COMPLETEION / ~ ~
~ y o ~ r,, OF CONSTRUCTION. 14.5 T ` ~ _
! i y' 1 1 III I i t ~~6 ~ / J • ,z n v ~ ~ v I ~ / ~ / ,tea ~f \ \ -r. ! / III P~~ I ~ _ - _ - - ~ w
I ~r ~ 0.08 aC • , , 1 I I I ) I ~ . _ _ _ _ W LEGEND 13.
0 SILT FENCE E ~'6~ 00 bS1NG ASPAHLT DRIVE ~~oooo
~ i \ ~ ~ . ~s9 LOT TO REMAIN Ci
I I I I I I ~ l 244 Sf ~ , ~ ~ ~ u., ra, G
- 1 ~ ; I ~ i~E=128\ I : ' - ~ ~ . ~ - - 0 ~ CHECK DAM ~ 5.~ r~
A .6- - ~ ~ GRAVEL CONTROL~€NTRANCE
I I I I ~ - - ~ y-- / / I ~ ~ 3 \ 2,613 SF • SEE DETAIL F, SHEET C7
~ ~ r III I I ~ ~ ~ . o.os ac ~ ~ • • • \ _ o ~ ~ _ GRASS SWALE H
. I I 1 ~ ~ ~w ' .Z ~ \ ~ • • ~t. ~ ~ ; • ~ ~ • SLOPE AS INDICATED ~ ~ N8730'00 W C7
III I I I ~ ~ \ f1E~li8~, ~ o.os Ac ~ ~ . i ~ ~ - ~ fFE=128 ~ n.o ~ / - 236.50' ~
' INLET OUTLET PROiECiION I
~ ~ 1 ,a 1 ~I~I I~ I I I Io~ ~ \ ~ ~ z. ' ~ r I r m ~ is.a • ~ . . 12.a / 3 ~ ~ ~ _ C7 - ~
r , I I X10 ~ ~ Eye r i l l v \ 6 V'~. _ / ~
~ ~ ~ ~~s1 sF • ~ • •5T A • L H VALVE & VALVE BOX 1~. _ ~
~ _ ~ . 0.051t6~ '
~ ( I ~ ~ - - _ V AQ 128 I n. ~ i ~ i/. C- - pN ~ / / \ 11.0 1
1' ( ' . ' 12 4 THRUST BLOCK B . / ~ ?
c8 ~ W ~
- '19'431N FFE-128 • h O
- 3.00 ~ J 673 SF u.e • . .red. ; r _ ~ 84.98 ~ i ~ ~ 0 5 A, 0.06 / ~ / ~ 3 4" WATER SERVICE C ~ O - - - - C8 ~ ter'
~5'34~ - - - - ~ ~ ~ ~ ~ ~ \ - ~ ~ FFE=128 ~ ~ , . ' ~ ~ ~ no Q , w
~ l r = ~ ~ Ar3~.~ ~ ~ ~ \ -128 ~ , r: • r • SF£ ~ ~ . ~ • ,•.C. \f~ ~
~`qR • • . SEWER CLEANOUT
• ~ W ~ Q ; e jN15 C0 C8
~ ~ ~ ~ ~ ~ 6 PE GUTTER ~ • ~ . . I EXISTING WOOD GRgN ~ ~ I 10 ~ . ~ ~ ~ ~ ~ ~ I DISCHARGE PIPE (T>`P) ~ . qR Q 1 fA • i f ~ w O
Ir TO REMINN (TYP OF 3) \ ~ 2 ~ ~ , I ~ ~ I 2,291 ~ ~ ~ / i ~ +27.0' PR P T ~ ~ ~ 0 OSED SPO ELEVaTIONS
II ~ ~ - ` i~~ ~ 0.05 ~ / ~ GRADE EVENLY BETWEEN SPOT ELEVAII N u 3 / ~ ~ 0 S.
~ O NOTES:
~ ~ ~ / o ~ ~ ` ~ ~ ~ 12 ~ O 1. SEE DETAIL A SHEET C7 FOR TYPI A C L PAVEMENT SECTION. ~ / 3,715 SF l " H
~ \ ~ ~ I ~ ~ ~ ~ it ~ ~ 0.09 ~ ~ 2. SEE DETAIL B, SHEET C7 FOR SIDEWALK CONSTRUCTION. ~ ~f p ~ 8 ~ ~tc~Tn>EO swnic 3. REVEGETATE ALL DISTUR AR A
f 9~ - ~ 2,443 SF BED E S IN ACCORDANCE ~ 2,443 SF/ ~ WITH THE PROJECT VEGETATION PLAN, SEE n
~q ~ Ns\ T ~ \ / l 11 I ~9' , ~G~ ~ ~ ~ ~ ~ 0.06 A J~ W , \ NV ~v 0.06 Aft ~ i DETNL J, SHEET C7. FFE 128 _
, , ~6s o\F~Fr~ ~ ~ , , FFE-128 s~ ~ ~ ~ I J I/ ~ 4. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SEC110N. E ~ U
~ ~ ~ N ~ ~ ~ 1 1 I ~ James R. & Julia H. McDonald 1 ~ ~ ~ ~
~ ~ ~ ~ D.B. 314, PG. 443 ~ 75' CAMA AEC LINE
~ ~ / 1 PROPOSED RIP RAP SHORELINE STABILIZATION \ ~ i
Q ~ 51)• SEE CRO~~ SECTION, AND DETA ~ \ W .t , ~~~C~k~FMENT \ ~ \ ~ i r~
r ~ Fk ~ ~ 1 r ~ I~p~j ~ \ ~ \ ~ i O ~J ~ ~ -
I ~ I~ ~ EXIJTIN~ ~ ~ ~FS~ - - A V ~ ~ ~ OCK JETTY ~ ORS 100 YEAR FLOOD PLAIN (SCALED) \ ~ ~ V J J ~ U ~ ~
~ TO REMAIN sr , ~ v ~ O
qTj S0~ NEUSE RIPARIAN BUFFER LIMIT \ V ~ ~ ~NIS ~ \ \ ~ ` _ ~ \ ~I IEKI ROw SPAENIER ~n ~
(~M17 \ \ \ I \ ~ ~h ~ ~ ~
~~P PROPERTY LINE NORMAL WAT R ~ A \ V ~ I R~ / E LEVEL \ ~ £k \ ~ \ r l ~ ~ ~
rr ~~q ~ 8 ~ l CAMA WETLAND LINE \ \l ~F \ ~ ~ ~ ~ 8 ~ ~ ~
\ \ \~Fl \ \ V? / ~~i ~ ~ / EXISTING CANAL ~
75' CAMA AEC LINE \ \qTj \ \ \ ~ , y~ v
~
SSA 06 \ ~ \ ~ I \ \ \ ~ ~ ~ ~ ~ /
~ ~ ~ \ ~ ~
\ ~ ~ ~ ~ ~
~ ~ ~ ' ~ ~ \
~ \ \
_R,D PI N_ LAN T4C SCAL C E
PRELIMINARY-NOT FOR CONSTRUCTION
/ JANUARY 13, 2005
04042.DWG

- _
I~
1 I I \ ~ ~ o , n~ 0 0 0 0 0 0 0 1 RELERSE FAR PERMITS JKA 1/13/0 5 uu~uumllmrrir~
J l / I I 1 \ S71 °12 24~ o ~ ~ , CA c~` ~N RO
~ / / / 1 \ \ 1'1 4 E 7 i ~ l / ~ \ y ~ ~ ti :9
~ ~ 9< ~ i / ND, DESCRIPTINN =
~ ~ ~ ~ BY DATE Al - ~ - i ~ -
/ ~ ~ 55LF 12 CORRUGATED - - - ~ y~ ~ ~ ~ SLOTTED ~E~ 1 / } ~ ~ ~ PSP 55LF 12 CORRUGATED SLOTTED _ ~ - - i ~ 1573 ~ 55LF 1 CORRUGATED - ~ Revisions
~ i i ~ • / ~ DRAIN PIPE 30 SLOTTED E~ ~ `N , ~ ) o I , • 711 W N DRAIN PIPE 30 SLOTTED ( ~T I ~ DRAIN PIPE (30 SLOTTE o, ~ ,,y ' • ~
~ I ~ F1IIN P,~~~`' . ' . rJrnuN mnuy~~~ • ~
I I \ ~ .5 ~ \ 428 SF • • . I • I I , 10R (TYP) z N ~ •a • • • ' • , OUTLET PROTECTION I I ~3 ,I. D
~ 1 \ ~ ~ OR (TYP) ~~3 ~ ' • ' ~ ~ 10'R ~ ~ C5 C7 ( P)
I ~ ~ 9.55 \ o ~3 1 / 10 (TYP). • . • . .
.
\ ~ 11• ' • .633'9 n. ' ~ E • • a ' • ' . . ' ' to.' ` VEGETATED H ~ . u SWALE
/ ~ . ' • 5~, ~ C5 ~
• 61 d.44 / ~ C7 O ~ . ~ ~ • . r. di W
~ •.•r. •:I . O Q ~
••L. • o ~ o . I a
A ENLARGED VIEW BIORETENTION AREAS -LAYOUT O ~
U C5 SCALE 1"=20' N ~ ~
ya ' U OUTLET STRUCTURE 2 ~
E-{ ~ ~ Q C5 C5 U W
W ~ Z ~ W
~a~~W
/ ~ ' ~ I I \ 0 0 0 0 0 0 0 0 ~ ~ , „ 0 0 O~~W~
l1 / I I i \ S71°1224.. ~ / / / I \ \ 1'12 4 E 7 f~U(x,~~ a~Q Q
~ I / ~ ~ \ y 13• / i ~
~ a I / } vel \ / / o ~ _ 09 _ _ _ \ 8 \ 1 , ~ / ~5 / ~
/ i i ~ F,1. - - - ~ ~R~ ~ ~ ~ ~ - ~ C
~ i i / ~ E . I / / ~ \ `N~ ~ Se ~ / p,S ~
/ l v N ~ NE / 711 ~ l E~ I / ~ N i ~ ~ . _
J ~ ~ - C0
f ~ . • • . . ~ ~ o
I I ~ ~ T-1 . . I , N tl}
I ~ 1 i ~ ~ / I ~ _ 8S-2 _ g ~ z ~
l •M . . . V J-L I ~ ~ \ \ 10 s 1 ~ T 8 • / / „ ~ T- 8 2 8 S-2 ~
~ ~ 1 . ~ ~~oco • • • ~ i. \
/ / / ~ ...;I.. ~ 1a ~ ~ ~ ••I. . • ~ ~ ~ ' a5to. Q N
/ / I • • ` • h •
• ~ . f' , w z I
/ I • .t ' ~ •1. . ~ •.•I •:I o X
7 z Q • ' ~ ~ ~
~ ~
z ~ ~ ~ ~ ~
PANT I~G FIST ~ W O L m o
SYMBOL COMMON NAME SIZE CALIPER ~ >
T-1 RED MAPLE - 2" W W t~
~1 8 T- 2 HONEY LOCUST - 2 , n „ n r , z C~ 18 18 18 ~ ~.L~
TOP OF WALL= 1175 20.0 ~ ~ N _L= 11, 75 ~ ~
S-1 BLUE PACIFIC JUNIPER 5 GAL ~ 2 12 SCH 80 PVC . v r~ . V1 ~ N
S-2 WINGED EUONYMOUS 5 GAL. • • ~ . , ' ~ ~ X W
OUTLET PIPE ~ U O r n n z
#5 REBAR @ 4" OC EACH WAY- . ~ : ~ :2X1 4 MET ® m EACH WAY . , , AL FRAME o
B , ENLARGED VIEW BIORETENTION AREAS -PLANTING PLAN INV T 1 = TEMP ~ _ WELDED-ATTACH TO HEADWALL ORARY POOL LEVEL o a
PV 1 0 C5 C5 SCALE 1"=2G . 0• . y. WIDTH 1 2 GALV. EXPANSION s
„ . 12 a . X 5 Q
TOP = ' BOLTS @ 8 OC MAX.
• _ OF FOOTING 8 75 G= 8.75 : ; ~ . . . • O • , • • . , ~ .
N • •
• • °i fa • ~ • • • • ~ • • • .
1 p
30" J 4-6 8" f~UICH LAYER
> z ~ CTI a ~ ELEVATION 16" THICK ~
~ a a ~ SAND LAYER
a 1n W ~ OUTLET STRUCTURE a a ~ ~ ¢ C5
3 5 YNAN111 ~ ~ ~ Q C5 NOT TO SCALE 2 CROSS SECTION - BIORETENTI ON AREA
~ y~y~ z~ C5 C5 NOT TO SCALE
z ~ o ~ .n RESIDENCE ~m ~ 14
DRI 14 FINISH FLOOR ELEVATION=12.5
12
12
10
- 10
8 ~ IORE N110N AREA 8
6 W ~ ~ ~
SAND BEACH ! ! ERISTI G ST fa E ARPM NT g TO REMAIN O
4 O c~
I 4 U
NORMAL WATER ELEUAT = 2 ION 1.0 2
0 - RIP RAP ORELI E ST 81LIZA ION
SEE ENLA GED V W, T S SHE T 0 Q ~ ~ w
DATUM ELEV -2.00 W ~ o~
O N m ~ ~ ~ ~ ~ LIMIT ~ S OF RIP RAP 18 WIDE 1EIIPORARY P~ ~ CONSTRUC110N ZONE ~
N APPROXIMATE YAX. WIDTH = 12' ~ ~
0+00 0+50 1+00 1+50 2+00 2+5 O 8 24 LIMESTONE
0 3+00 - ~ ~ ~ ~ RIP-RAP EXISTING NEW TOP OF -
C CROSS SECTION-SHORELINE STABILIZATION NON WETLAND AREAS / SLOPE ~ ~ ~
C5 C5 SCALE HORIZONTAL - 1"=30' VERTICAL - 1: =4' NO D - U w NO DISTURBANCE THIS AREA ~
- W
W J 5' MII W a J 5' MINIMUM 22' MAX - ~ / IMUM N 6 „ EW SLOPE E-+ ~
~ ~ J W d V, U 36 MIN. - ~ O ( )
c a 3 ~ ~ ~ - ~ 1 ~ ~
N J ¢ W a ~ z W - ~ z ~ ~ ~
~ Z tWi U ..J ~ ~ Z ~ ; ^ RESIDENCE ~ 1.5 -
14 w O w
14 FINISH FLOOR ELEVATION=12.5 ACCE S DRI a - SILT FENCE _ ~ ~ ~
12 ~ ~ C7 - Q O
J Q J W Q - ~ rh
10 PAR ING lOT ~ 10 ~ ~ ~ ~J Y EXISTI CUT, FILL & GRADE ERODED SLOPE - W ~ ~ NG TOE
8 1 IORET NTION AREA z z OF - 2 ~ ~
8 NORMAL WATER LEVEL SLOPE E-, - ~ ~
s - H W
COASTAL WETLAND ! ! EXISTI G ST M E ARPM NT 6 TO REMAIN
4
4 BOTTOM
NORMAL WATER ELEVATION=1.0' 2 2 ' -0 6
O - RIP RAP ORELI E ST BILIZA ION
SEE ENLA GED W, T S SHE T O
DATUM ELEV
-z o0
O N O OO ~ of
N ENLARGED CROSS SECTION - SHOREi
0+00 0+50 1+00 1+50 2+00 2+50 3+00 C5 3 C5 NO TO SCALE :C110N -SHORELINE STABILIZATION
SS SEC TION-SHORELINE STABILIZATION COASTAL WETLAND AREAS
CSCALE HORIZONTAL - 1"=30' PRELIMINARY-NOT FOR CONSTRUCTION C5
VERTICAL - 1:=4'
JANUARY 13, 2005
I L 04042.DWG

- _ _ _ i,__ -
1 RELEASE FAR PERMITS JKR 1/13; 05 1n1111I1Im
~~~~~~~~~t~~ rin~~~~,~
•(N CA p 0~: ••.~i
IF SCIENTIST; T ENGINEER. SO PROJEC Ok Slp •.,~s by •.9
NTIST 1038 ENDED SOIE SCE TT STONE E C U AU I P SCO KE IN OLS E N0 DESCRIPTION BY DATE _ SEAL
c SITE CONSTRUCTION SPECIAL CONDITIONS: 1573
T AND FOIE SERVICE INC. P.A. ENUIRONMEN AE AUOFIS ENGINEERING , 3 Revisions .
1. ALL BORROW MATERIAL TO BE UTILIZED ON THIS PROJECT SITE SHALL i3E GBTAINED 0 FOP; ~ ,,~y ,GIN..
1 4 PO BOX 82 PO BOX 556 FROM A PROPERLY PERMITTED BORROW PIT. - , ii I~, . ~ ~ ~ . ii~~ KEVIN F T TH ROJ CT SITE. 1 ~ ii
PIN TOPS NC 27864 RN NC 28561 E NEW BE 2. ALL STRIPPING MATERIALS SNAIL BE WASTED AS OPSOIL ON E P E -r~'.- . ~ _ ~
~ ' 1 ,,,i ~ ~ ~ l'
- - - 4 FAX [phone] 827 43 8 3 0068 FAX [phone] , . ,~i.; i , ~ , . , ~ v + 1 1. ~ ~ ' . ~I ;
kr , ~ 7 , ~i ii", -V.. I,~~... I t .,y
~Il e,.•. .~,1
~ A V / I I I I / rl Q ~
~ v v I/ / I I I / v v ~ v I i l 1. / I i ~ ~ 1f Q
\ \ \ I \ ~ I / \ ( I ~ / I \ \ ~ ~ / I I I I I / \ \ f. O
~ / I \ 1 I I / \ ~ I / \ \ \ ~ / \ I I I I I / ~ \ \ ~ q , ~ O
\ ~ / I I I ~ I D r
~ \ ~ / I \ I I I I / A V ~ I \ ~ / I / \ ~ ~ / I I I I ~ / 1 ~ / ~ A A \ I I I \ ~ I / ~ ~ ~ 1 ' i`
BASEMENT LINE-.~ ~ ~ I I \ V ( I I I I V / ~ \ \ I I I I I'1 \ ~ I o/ ~ ~ W
\ \ \ \ \ I I I I I l / ~ ~ / ~ ~ ~ ~ ~ µ<<S o~ $R 1^f4(~k~
\ \ \ \ \ I I I l 1 ~ ~ i / ~ \ \ I I i I ~ \ I ~ / ~ ~ ~ li. W W E ~r~~ JW
\ ~ I ~ \ \ \ \ \ \ \ ~ / ~ ~ - ~ O ~ W ~ ~ r~-~
\ \ I I I ~ 1~ ~ oK~ 9 I / AVERAGE\HIGH WATER I \ I \ ~ \ \ \ ; ~ ~ - , ~ ~yF l \ v ~ r~-~ \ 1 \
V \ \ V I \ ~ \ \ \ \ ~ ~ ~ ~ V / A V A \ _ \ ~ \ V / \ Q ~ Q
\ \ \ \ ` \ \ \ \ \ \ \ \ ~ ~ / ~ \ ~ ~ / 7 I \ / / ~ 1 \ ~
\ \ ~ \ V A V V ARE~IN~JG yyAl~ ~ ~ ~ / 16 ~ A ~ A ~ / \ ~ ~ \ ~ - -
\ \ RETAINING WALL \ \ \ \ \ \ \ \ \ ~ \ ~ ~ ~ ~ \ ~ \ \ ~ ~ l / VI~INITY MAP NUT TO 5(,A~E \
~ ~ ~ 6 ~ E`XISTING DOCR~TO REMAIN \ \ \ \ \ V 7~ \ ~ ~ ~ ~ ~ / / \ SITE DATA:
\ EXISTING BOAT RAMIE \ \ \ \ \ \ ~ 1 \ ~ ~ ~ ~ ~ / / v V A\ \ \ V ~ ~ ~ A ~ y~ ~ \ OWNER/DEVELOPER: MINNESOTT BEACH DEVELOPERS, LLC ~I ~
\ ) V A \ ~ V A ~ ~ ~ ~ ~ ~ >,~1 / TO REMAIN \ \ \ \ 1107 BENNETT ROAD \ ~ ~
~ \ ARAPAHOE, NC 28510 ~ O \ V [phone] ~ N ~
\ ~ DEED REFERENCE: PLAT CABINET A, SLIDE 140-18 Q ~
PROPERTY IDENTIFICATION N0. (PIN): F093 85-1 Z I \ SITE ZONING: RM (PUD DISTRICT OVERLAY) ~ ~ ~
\ \ \ 50' NEUSE RIPARIAN BUFFER LIMIT / J , , ~ _ i I I ~ \ ~ ~ - ' - ~ i \ TOTAL SITE AREA: 102,584 SF, 2.355 ACRES - ~ O ~
\ TOTAL ~ LOTS: 12 ~ ~ \ TOTAL AREA IN LOTS = 31,996 SF, 0.73 ACRES, 31.19% OF TOTAL SITE AREA ~ Q N
~ \ \ \ \ ~ PTO EI/A1N ~ ~ ~ - - _ J ~ \ \ \ ~ \ V ~ ~ g ~ V 15' CAMA ABC LINP \ ~ / / / A \ ~ ~ _ ~ ~ \ TOTAL COMMON AREA = 70,588 SF, 1.62 ACRES, 68.817 OF TOTAL SITE AREA ~ ~ O
I v v ~ 1 / ' i~/p/ v ~ ~ \ ~ ~ A ~ I I ~ V ~ I I ~ ~ v/ / \ EXI~TI G CREPE MYRTLE ~ r ~ 1 \ l \ ~ A TOTAL IMPERMEABLE AREA = 41,013 SF, 0.942 ACRES, 40.07 OF TOTAL SITE AREA ~ N TOTAL PERMEABLE AREA = 61,571 SF, 1.41 ACRES, 60.0% OF TOTAL SITE AREA ~ Z "
I ~ ~ 1 I / / ~ / / I 1 ~ D EXISTING DROP INLET \ TO BE EidOVED/ REPLANTED (TYP) 0 A ~ 1 ~ ill \ / / / / / 1 ~ ~ ~ ~ \ l ~ i TOTAL CAMA 75 AEC AREA = 45,124 SF, 1.04 ACRES, 43.997 OF TOTAL SITE AREA _ ~ ~ / PROPOSED IMPERMEABLE WITHIN CAMA 75' AEC = 5,822 SF, 0.13 ACRES, 12.97 OF AEC AREA d ~
l v I I/ I l / I I v ~ REMAIN v ~ v / I / / / / i / ~ RIM=1 .5 ~ \ ~ \ / n x \ / z Q
I I I / / / / ~ i I I \ EXISTING ASPAHLT PAVEMENT TO BE ~ ~ ~ I ~ I / / / ~ i ~ D ~ ~ I l l ~ l i ~ CUT & PATCHED TO ACCOMODATE NEW SEWER CREPE MYRTLE ~ i ~ UTILITY SERVICES: WATER - PAMLiCO COUNTY PUBLIC ~ ~ ~ ~ (
I I I / l l l / ~?l / / i / ~ ~ I I / / / / / II / ~ / i / ~ \ ~ \ \ ~ SEWER -PRIVATE ON SITE SEPTIC SYSTEM Z o0 V , ~ / ELECTRIC -TIDELAND EMC ~ ~ ~
I I I l l / / / %l l I l / i ~ ~ ~ OVERHEAD PO R TO BE REMOVED \ I I / / / ~ / ~ ~ ~ BY TIDELAND EM ~ A A \ \ \ ~ TELEPHONE -SPRINT ~ W O
I I /l/l/ l / l Il/ ~ ~ ~ ~ \ / l ~ll( I I ~ A ~ v v \ G ~ / \ \ ~ ~ / GENERAL NOTES: ~ I
I l l/ l ~ i \ I / i - \ I I / / / / / / / / / \ \ EXISTING ASPAHLT PARKING \ \ ~ ~ r~ \ 1 ~ L ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED W ~
/ / / / / / / \ LOi TO REMAIN ~ ~ / W / ~ ~ i BY ATLANTIC SURVEY AND DESIGN. BASED ON DATUM NAVD 1988. rrTT,, Z ~ ~ W
I / / / / / / I I I/ \ p ~ EXISTING 18 `R PE I / / / / / ~ / / / / I ~ TO REMAIN ~ /~~/lll /l \ / / / I 1 \ \ ~ ~ / / ~ 2. PORTIONS OF THE PROPERTY ARE LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS ~ ~t
/ / / / / / ( EXISTI D INLET \ / / \ ~ ~ I~ , , / ~ ~ ~ ~ ~ ~ / ~ / INDICATED ON THIS MAP ~ ~ N ~ / / ~ ~ u~
I / / / / I / \ ~ \ S \ / / ~ I / / \ \ \ ~ ~ / ~ ~ 3. COASTAL WETLANDS ARE LOCATED ON THIS PROPERTY AS DELINEATED, U~ ~ N \ ~ / ~ _ ~ ~ ~ i / / / 7 4. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE AS DELINEATED. ~
1 / / / /l r I / / / l / ~ ~ \ ~ A / / ~ / ~ - ' ~ / / / ~ 5. CAMA AREAS OF ENVIRONMENTAL CONCERN (AEC) ARE PRESENT ON THE PROJECT SITE ~ X w
1 / ~ / / / ~ / ~ Remainm Property \ ~ ~ ~ ~ / AS DELINEATED. U ~ z ~ / / ~ ® m
/l / I / 1 ~ J / / / / , / ~ Minnesott Golf & Country Club ~ _ ~ ~ / / 6. THE RECEINNG WATER COURSE FOR THIS PROJECT IS NEUSE RIVER O J ~ / / / I
I l l I l / i~ ~ l \ j Source: DB 150, PG X21, DB 160, Pg 284, ~ ~ o p ` ~ / O ~
/ / / / / / /o / / / 1 / / / e~ ~ 1 DB 180, Pg 488, DB 3~4, Pg 438 & 440 \ ti yF ~ ~ ~ ~ ~ ~ ~ ~ - , SEQUENCE OF OPERATION:
l I l III l / l 1 / / / / I ~ 1 ~ ~ \ /l / ~ tiF T o _ _ T 1. SECURE PROJECT PERMITS.
I l l/ I11 l l I ~l~ / / 1 1 ~ 1 \ \ _ _ _ ~ T W 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. _ ~ - - - - W 3. INSTALL GRAVEL CONTROL ENTRANCE.
/ / I I I//~ 6 1 ..,t
/ III I / P L~ mar/ I ~ / / I I I I -J ~ I \ \ 4. ~ySTALI SILT FENCING.
/ I I I I 3 ~ h o° \ ~ OVERHEAD POWER TO I / I I I I ~ / \ \ J BY TIDELlVD E C R TO BE REMOVED ASPANIT 5. GRUB SITE. )4ERHEAD POWE ~ , IY TIDELlVD EYC l0T TO REMA~I 6. NSTALL INFILTRATION BASINS, VEGETATED SWALES AND CHECK DAMS.
I $ ~ \ ~ / /ll II I IL \ ~ 3 _ _ _ - _ _ - - - - 7. CONSTRUCT SITE IMPROVEMENTS.
/ I I IW ~ / \ \ - - - - - - ~ 8. SEED AND MULCH ALL DISTURBED AREAS/
lI l l I I~' ~ ~ ~ o o _ _ _ _ ESTABLISH VEGETATION. ~ ~ ' 3 tiF , , ~ _ - - ~ ~ ~ 9. REf~OVE GRAVEL CONTROL ENTRANCE.
i I I I i 9~ cA I v v _1 O - ~ - 10. REMOVE SILT FENCING.
/ / ~ ~'~do I T~ III I I v ~ I ~ ~ v ~ ~ / ~ / ~
I I iI~ ~ ~ / ~ ' ~ ~ ~ MAINTENANCE PLAN:
/ I I p m I~ l \ ~ ~ ~ ~ / 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
III I I ~ ~ \ ~ \ i / ~ BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
~ I I p I I I I I I I L A \ EXISTMIG 6`W 1ER MAIN TOP OVED n I ~I~ \ \ ~ ~ ~ / °y ~ ~ ~ EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO / F / CASE LESS THAN ONCE EVERY WF_EK. ANY NEEDED E~
`1 I I I - I I J o ~ \ SEE SHEET C3 ~ I I ~ m ~ \ \ \ ~ ~ \ / / REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL U~
III ~ it I o ~ v \ v \ I I I ~ v ~I ~ V A \ / ~ DEVICES IN THE OPERATING CONDITIONS INTENDED. ~
Ill III i ~ v 1 v ~ ~ v ~ / ~ / 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED O Q'
1 I J/J I I ~ ~ I / - \ / / ~ AS NECESSARY AND MULCHED ACCORDING TO ~ ~ ,70' 3 / / O ~ ~ r ~ ~
/ - . ~ ~ a ~IV,y~ ~ / 1 ? 4 SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ~ ~ ~ ~ '~BU~(D / 1848' 1 ESTABLISH AND MAINTAIN A VIGOIROUS, DENSE VEGETATIVE ~
~NC ~ W F~'8q / ~ COVER. Q+ Ck /
\ O ~ ~ ~ ~ / ~ 3. ANY SEDIMENT TRACKED ONTO TFIE ADJACENT PUBLIC ~ ~ / o ~ ~
/ _ _ ~ ~ ~ ~ I I \ ~ 2 app 6'1943•W ~ ~ ~ / / / ~ / ~ ROAD SHALL BE REMOVED ON A DAILY BASIS. O ~ ~
/ \ ~ 84.98 ~ ~ ~ ~ ~ ~ ~ \ \ ~ / ~ _ _ _ _ _ _ _ 4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS, SILT ~ ~ i Q / FENCE, OR SEDIMENT TRAPS WHEN IT ACCUMULATES TO A DEPTH OF ONE
~ / ~ ~ Foor.
/ ~ ~ ~ - ~ / / 5. THE STORYWATER BASINS SHALL BE CLEANED OF ALL ACCUMULATED rn
I ~ ~ ~ ~ I 1 I ~ ~ ~ Q ~ o SEDIMENT AND RETURNED TO ITS DESIGN ELEAVTIONS UPON COMPLETEION i ~ ~ ~
I I I I ~ OF CONSTRUCTION, ~ O ~ ~ W
XIS?NG WOOD GROIN ~ ~ ~ ~ ~ 1 I E \I ~ i ~ ~
TO REMAIN (1YP OF 3) \ \ ~ _ I ~ LEGEND f ~ ,~-i O
I ~ ~ \ - _ \ i~ ` ~ OVERHEAD POWER TO BE RE VED i T ~ / i SILT FENCE E ~ ~ ~ E VED ~ ~ / 000000 ~ ~ ~
~ I ~ - \ ~ \ ~ . BY TIDELAN EMC / 9 / ~ / C7 UO
i o~ ~ ~ / ~ } / O
1 ~ \ / ~ ~ CHECK DAM G ~
( C7 r ~ ~
~ W ~ 169 4 \~FOF~ ~ ~ ~ I ~ ~ E~ v ~ ~ ~ ~
~ James R. & Julia H. McDonald Q 1 I GRASS SWALE H ~ O D.B. 314, PG. 443 _ _ W
\ I \ \ ~ ~ \ ~ ~ SLOPE AS INDICATED C7 • \ 75 CAMA AEC LINE ~ ~ E~
~ ~ ~ ~ ~
V ~ ~ ~ OV~ OU RHEAD P R TO BE RE 11VED I O ~BY TIDELAND MC INLET OUTLET PROTECTION N
STORM ESCARPMENT ~ ~ \ ~ \ ~ •~Y ~ ~ \ ~ 1 a, ~ ( 7 ~ O L~ ~ I C O ~ ~
~ ~ ~ t \ I i ~ { E-+ 1 ~ ~ ~
Q Q 100-YEAR FLOOD PLAIN (SCALED) \ ~ ~ ~ ~ V \V A ~O ~ I Y ~ EXISTING ROCK JETT ~ \ \ ~ \ \ o i y O VALVE & VALVE BOX A
T REMAIN \ ~ Q 50 NEUSE RIPARIAN BUFFER LIMIT \ ~ ` _ _ o N ~ 9 c, tiF C8 ~ ~ '7 ~ h w
\ \ \ - - 1 h ~ aa , - ~ A~.y v r
\ \ \ 1 PROPERTY LINE/NORMAL WATER LEVEL ~ ~ \ ~ \ ~ ~ ~ B f Qc, THRUST BLOCK E'~
~l \ ~ 6 ~ CAMA WETLAND LINE \ \ ( ~ ~ 8 ~ ~
\ \LF~ _ \ T \ ~ \ / EXISTING CANAL C8 ~
75' CAMA AEC LINE \ ~9Ti0 \ \ \ _ ~
~y , \ \ ~ ~ oy ~ 3/4" WATER SERVICE \ \ ~ F C8
\ \ \ ~ ~
\ ~ \ \ ~ ~ ~ ~ SEWER CLEANOUT D,F
\ ~ ~ ~ C0 C8 ~ ~
~ ~ 0 \ ~ ~ \ \ \ \ +27.0' PROPOSED SPOT ELEVATIONS
\ \ UKAUL LVLNLY IJLIWLLN JNUI LLLVAIIUNS.
\ NOTES:
\ 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
A EXISTING CONDITONS & SITE DEMOLITIN PLAN \ 2. SEE DETAIL B, SHEET C7 FOR SIDEWALK CONSTRUCTION.
(Cl Cl SCALE 1"=30' 3. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL J, SHEET C7. 4.SEE DETAIL E. SHEET C8 FOR TYPICAL TRENCH SECTION.
04042.DWG