20041164 Ver 2_CAMA Permit Application_20130801

nm
Pat McCrory
Governor
July 31, 2013
MEMORANDUM:
�A o
NCUE R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis John E. Skvarla, III
Director Secretary
EXPRESS
TO: Karen Higgins
401 Oversight
DWQ - Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA Express Major Permit Application Review
Applicant: Wellman's Construction / Scotch Bonnet Soundside
Project Location: off of Scotch Bonnet Rd., adjacent to Stump Sound, in North Topsail Beach, Onslow Co.
Proposed Project: Reconfigure existing S/D to construct 17 single - family dwellings
Please indicate below�your agency's position or viewpoint on the proposed project and return this
form to Doug HuQQeft at the address above by August 23, 2013. If you have any questions
regarding the proposed project, contact Debbie Wilson at (910) 796 -7215, when appropriate, in -depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: 910 - 796.72151 FAX: 910 - 395 -3964 Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Wellman's Construction, Inc. / Scotch Bonnet Soundside
2. LOCATION OF PROJECT SITE: North of 9th Street, along N.C. State Highway 210, adjacent to Stump
Sound, in North Topsail Beach, Onslow County.
Photo Index — 2006: 28 -6487, Q -R, 8 -10 2000: 28 -380, G -S, 9,10 1995: 25 -316, J -R 13
State Plane Coordinates - X: 2449139 Y:257352 GPS — N072614B
Lat:34 °26'52.23929 "N Long: 77 °30'36.82419 "W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/26/13
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete — 7/24/13
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of North Topsail
Land Classification from LUP — Developed
(B) AEC(s) Involved: ES, OH
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing — None
Planned - Municipal sewer
(F) Type of Structures: Existing - Asphalt road, waterline, underground electric, fenced in
swimming pool.
Planned — Road extension, install gravity sewer, extend waterlines and
construct 17 single family dwellings.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands
(Open water
(C) Other — High ground
1.75 Acres
(Disturbed)
(D) Total Area Disturbed: 1.75 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW Open: No
8. PROJECT SUMMARY: The applicant proposes to reconfigure an existing subdivision resulting in the
addition of 9 lots, install gravity sewer, extend waterlines and construct 17 single family dwellings.

Scotch Bonnet Soundside
Page Two
9. PROJECT DESCRIPTION:
Charles F. Riggs and Associates, Inc., on behalf of Wellman's Construction Inc. / Scotch Bonnet Soundside, have
requested that the attached application be processed under the Express Review Permitting Program.
The applicant's project is located along N.C. State Highway 210, just north of Ninth Street, approximately 0.1 miles
north of the Town line of Surf City and North Topsail Beach, adjacent to Stump Sound, in North Topsail Beach,
Onslow County. To find the property, take Highway 17 North from Wilmington and turn right on N.C. State Highway
50 (approximately 30 miles from Wilmington). Head east on Hwy 50 and turn left onto Hwy 210 at the intersection of
Hwy 210 and Hwy 50. The property is located on the western side of Hwy 210, approximately 2.5 miles from the
intersection of Hwy 210 and Hwy 50. Ninth Street borders the property to the south and Seaside Developers, LLC,
borders the tract to the north.
Scotch Bonnet Soundside is an existing 10 lot subdivision which was originally permitted under the Express Permit
Program on August 11, 2004 (CAMA Major Permit #120 -04). The subdivision is approximately 7.65 acres and is
bordered along the north west side by both coastal wetlands and "404" type wetlands. The high ground portion of the
tract is relatively flat with an average elevation of 4.0' above Normal Low Water (NLW). Several small stands of
Southern Wax Myrtles (Merica cerifera), Yaupons (Ilex vomitoria), and Red Cedars (Juniperus virginiana) exist on the
water ward side of the site, bordering Stump Sound. The tract has approximately 1,270 linear feet of shoreline along
Stump Sound. The high ground vegetation is bordered by transitional species including Sea Oxeye (Borrichia
frutescens) and Grounsel -bush (Baccharus halimifolia). High coastal marsh vegetation, including, Black Needle Rush
(Juncus roemarianus), Spike Grass (Distichlis spicata), Sea Lavender (Limonium, spp), and Salt Meadow Grass
(Spartina patens) complete the transition to the water's edge where Smooth Cordgrass Marsh (Spartina alterniora) is
the predominant species. The shoreline in this area is not bulk - headed. The applicant received a Notification of
Jurisdictional Determination (SAW- 2012 - 02013) from the U.S. Army Corps of Engineers on December 14, 2012.
The property is accessed from NC 210 / Island Drive via Scotch Bonnet Circle which runs along the southwestern
property boundary, turns eastward through the center of the subdivision and currently ends in a cul -de -sac. Currently
the only structures which have been constructed are the community swimming pool with concrete decking, pool house
and fence. Lots 3 & 4 within_ the subdivision are privately owned and are not included in the current proposal with the
exception of utilities.
The waters of Stump Sound, adjacent to the project site, are classified as SA by the North Carolina Division of Water
Quality. The area is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. According
to maps provided by the Department of Environmental Health, Shellfish Sanitation Section, the area located within the
ninth street canal is CLOSED to the harvesting of shellfish; however, the remaining waters bordering the subject
property are OPEN. The subject property is located within the High Hazard Flood Area, as indicated by Zone VE
(elevation 11) on the Flood Insurance Rate Map. The High Hazard Flood Area (VE Zone) associated with the subject
property is contiguous to the Atlantic Ocean. A portion of the property is also located within the 75' Estuarine
Shoreline AEC.
PROPOSED PROJECT:
The applicant proposes to reconfigure an existing subdivision resulting in the addition of 9 lots, install gravity sewer,
extend waterlines and construct 17 single family dwellings. Originally, Scotch Bonnet Soundside was created as a 10
lot subdivision with a series of ten (10) individual septic systems to be located in a designated septic field along the
eastern property line. The applicant states that Pluris, LLC now has the capacity to handle wastewater for the
subdivision. Therefore, the applicant proposes to install gravity sewer lines to accommodate the subdivision and
abandon the original septic field. The gravity sewer lines would extend along NC Hwy 210 approximately 240 feet
northeast to an existing lift station. As proposed, the original septic field area would be reconfigured for an additional 6
lots (Lots 12 -17). The applicant is also proposing to convert a portion of the originally designated "Common

Scotch Bonnet Soundside
Page Three
Recreational Area" located adjacent to the existing swimming pool on the west side, to 2 additional lots ( Lots 18 &
19). This reconfiguration would result in a total of 19 lots for the subdivision of which only 17 are owned by the
applicant. Individual lots sizes would range from 5,843 to 35,982 square feet - a density of 2.48 units /acre.
As proposed, the existing cul -de -sac would be removed; the road extended approximately 125' eastward with a
hammerhead turn around in the center of what is currently Lot 10, and Lot 10 would be subdivided into 2 lots (Lots 10
& 11). New gravity sewer lines and waterlines would be installed adjacent to the road to service all the lots within the
subdivision.
The applicant is also proposing to construct 17 identical single family dwellings on pilings on all lots with the exception
of Lots 3 & 4 (which are not owned by the applicant). Each of the proposed dwellings would have a footprint of
approximately 26' in width by 36' in length (as measured from drip line to drip line) with a 6' wide by 24'long open
deck on the front of each dwelling. As proposed, each dwelling would have a concrete driveway measuring
approximately 20' in width, extending from the road to the front of the dwelling (averaging approximately 30' in
length). According to the site drawings, the total built upon area for lots 1, 3, 4 and 5 would be 2,600 square feet. The
remaining lots would have a total built upon area allowance of 2,050 square feet of impervious coverage. The applicant
has received a Low Density Stonmwater Permit No. S W8130505 on May 22, 2013 from the North Carolina Division of
Water Quality.
In addition, the applicant has an approved Sedimentation and Erosion Control Plan (No.Onslo- 2013 -092), which was
validated on May 2, 2013 by the NC Division of Energy, Mineral and Land Resources. Municipal water would be
provided to the subdivision by Onslow County Water.
As proposed, no portion of the dwellings, eaves, driveways, streets or utility installation would impact any portion
of coastal wetlands or "404" type wetlands.
10. ANTICIPATED UAPACTS:
As proposed, the road extension and installation of utilities would result in 11,848 sq. ft. (0.272 acres) of land
disturbance. The proposed dwellings would result in 37,462 sq. ft. (0.86 acres) of high ground disturbance and the
proposed driveways would result in 26,920 sq. ft. (0.618 acres) of high ground disturbance. A total of 1.75 acres of
high ground would be disturbed as a result of the proposed project. Total impervious coverage within the 75'
Estuarine Shoreline AEC would be 3,061 square feet, or 3.3 %.
Submitted by: Debra Wilson Date: July 29, 2013 Office: Wilmington

CHARLES F. RIGGS & ASSOCIATES, INC.
Charles F. Riggs, P.L.S L -2981
James A. Lewis, P.L.S. L -4562, S C # 27741
Kenneth E. Johnson, P.L.S. L -4925
Corporate License (C -730)
July 2, 2013
Land Surveyors
502 NEW BRIDGE STREET
P.O. Box 1570
JACKSONVILLE, NORTH CAROLINA
TELEPHONE: [phone]
FACSIMILE: (910) 455 -9033
E -MAIL: riFPsland6—Dbizec.lr.com
Scotch Bonnet Soundside Revised
N.C. Highway 210 /Island Drive
Town of North Topsail Beach
Stump Sound Township, Onslow County, North Carolina
EXISTING CONDITIONS
Wilmington Office*
101 Scotts Hill Loop Road
28541 Wilmington, N.C. 28411
(910) 681 -7444
Scotch Bonnet Soundside is an existing 10 lot subdivision recorded in Map Book 47, Page 116 of the Onslow
County Registry. This subdivision was created by Scotch Bonnet Enterprises, Inc. c/o Mr. Robert W. Gilbert,
124 Martin Lane, Sneads Ferry, North Carolina 28460. This property is located in the Cape Fear River Basin
with Banks Channel listed as the receiving stream and the stream class was SA;HQW. This subdivision has
existing asphalt streets, water service from ONWASA and an existing private pool for the subdivision. All
infrastructure was installed with the exception of the proposed septic fields for the proposed homes. This
property is presently vacant. All infrastructure was installed properly and I am unaware of any violations or
issues related to this project.
These activities were developed utilizing the following permits:
Major CAMA Permit 120 -04
NCDENR — Land Quality — Erosion Control Permit Onslo- 2004 -313
NCDENR - Water Quality — Stormwater Permit SW8 040501 (Low Density)
NCDoT- Driveway Permit 150238- 47900022 -3./- 06711 -3846 0 -430
Onslow County Water & Sewer Department- Onslow County T.D. #04 -67 -035
North Carolina Department of Health Services #04 -00777
Onslow County Health Department Improvement Permits for 10 Lots
In August of 2010, in anticipation of removing the proposed septic fields and connecting to the local sewer
company, Pluris, LLC, the owner at that time Deacon Real Estate Investments, LLC applied for and received a
modification to the existing stormwater permit to accommodate 19 lots. This Permit is SW8 040501 MOD.
RECEIVED
DCM WILMINGTON, NC
JUL 2 4 2013

PROPOSED and/or CURRENT CONDITIONS
The entire property is presently owned by Wellman's Construction Inc. & Thomas W. Nelson with the
exception of Lots 3 & 4. These lots are owned by separate individuals as illustrated on the attached site plan.
Wellman intends to abandon the proposed septic field and install gravity sewer through the project and along
the right -of -way of N.C. Highway 210 to the existing Lift Station located approximately 240 feet northeast of
the project. This abandonment of septic field and installation of sewer line will allow Wellman to add nine lots
to the subdivision. This addition of lots will also require both street and waterline extension. Wellman intends
to construct not only the street, water and sewer, but to also construct single family dwellings on pilings on his
17 lots. All of this activity will lie within uplands. No activity will take place within wetlands or within the 30'
CAMA Buffer. The total amount of proposed disturbed area is 1.75 acres.
Wellman's intention is to obtain the following permits:
North Topsail Beach Board of Alderman Approval of Subdivision Design —
Preliminary Approval Obtained on December 6, 2012
Final Approval will be issued upon receipt of all permits
Major CAMA Permit (Address all upland activity within project)
NCDENR — Land Quality — Erosion Control Permit (1.75 acres including 17 dwellings)
Permit Issued — ONSLO- 2013 -092
NCDENR — Water Quality- Stormwater Permit (All 19 lots as required)
Permit Issued - SW8 130505
NCDoT — Driveway Permit (No Modification Needed)
ONWASA — Water Extension (To accommodate the additional 9 Lots)
Application Submitted to State and Permit Pending
Pluris — Sewer Extension (To accommodate all 19 Lots)
Development Agreement with Pluris Complete
Application Submitted to State and Permit Pending
Jason Dail, DCM has reviewed the normal high water line and coastal wetlands, which lie waterward of the 404
wetland delineation line established by Mr. David Bailey, USAGE.
Mr. David Bailey, USACE has reviewed the 404 wetlands and prepared the jurisidicational determination and
his signed map of the wetland delineation is enclosed.
Upon receipt of all permits, Wellman intends to install street, water and sewer and commence construction of
the 17 dwellings.
RECEIVED
DCM WILMINGTON, NC
JUL 2 4 2013

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Printed:Nov 27, 2012

180 HP-1
AFFUCAMONfer
msior Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
11. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Wellman's Construction, Inc.
Scotch Bonnet Soundside (Revised)
Charles F. Riggs & Associates, Inc.
Applicant 1 • First Name
MI
Last Name
Agent/ Contractor 1 First Name
David
Last Name
Wellman
Charles
Applicant 2 First Name
MI
Last Name
Agent/ Contractor 2 First Name
Tom
Last Name
Nelson
N/A
If additional applicants, please attach an additional page(s) with names listed.
N/A
Mailing Address
PO Box
City
State
250 Graham Lane
State
Holly Ridge
NC
ZIP
Country
Phone No
ZIP
FAX No.
Phone No 1
28445
USA
910 - 455 -0877 ext
910 - 455 -9033
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N/A-
Email
910 455 9033
N/A
[e-mail]
Street Address (if different from above)
2. Agent(Contractor Information
Business Name
Charles F. Riggs & Associates, Inc.
Agent/ Contractor 1 First Name
MI
Last Name
Charles
F
Riggs
Agent/ Contractor 2 First Name
MI
Last Name
N/A
N/A
N/A
Mailing Address
PO Box
City
State
502 New Bridge Street
1570
Jacksonville
NC
ZIP
Phone No 1
Phone No. 2
28541
910 -455 - 0877
ext.
N/A - - ext.
FAX No
Contractor #
910 455 9033
N/A
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N/A -
Emad
riggsland @bizec. rr.com
RFCEIVED
DCM WILMINGTON, NC
<Form continues on back>
JUL 2 4 2013
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Onslow
N C. Highway 210 - Island Drive
N/A
Subdivision Name
City
State
Zip
Scotch Bonnet Soundside (Revised)
North Topsail Beach
NC
28445-
Phone No.
Lot No.(s) (jf many, attach additional page with list)
910 - 455 - 0877 ext.
1,2,5-19, ,
a. In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Cape Fear
Banks Channel
c Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
AIWW - Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of North Topsail Beach
4. Site Description
a. Total length of shoreline on the tract (ft )
b Size of entire tract (sq.ft )
1,270 Feet
333,149 Sq. Ft.
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
Range from 5,843 to 35,982, Attach Site Plan,
NWL (normal water level)
4' ❑NHW or IDNWL
(If many lot sizes, please attach additional page with a list)
e Vegetation on tract
Grass, Myrtle Trees, Spartina Alterniflora, Spartina Patens
f. Man -made features and uses now on tract
Existing Asphalt Street, Waterline, Underground Electric and Fenced Swimming Pool
g. Identify and describe the existing land uses adoacen to the proposed project site.
Banks Channel to the North. Single - Family Home to the East. N.C. Highway 210 and Single - Family Home to the South and
Commercial Use to the West.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
MHR - Manufactured Home Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the site?
Was ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
+04— ®Yes ❑No
(Attach documentation, if available)
x'123 13
n. Describe existing wastewater treatment facilities.
Existing Onslow County Health Dept. Improvements Permit. However,
these to be Abandoned and Project to Install Gravity
Sewer to Pluris, LLC Lift Station.
o. Describe existing drinking water supply source.
ONWASA Provides Water.
p Describe existing storm water management or treatment systems.
Existing Low Density Stormwater Permit SW8130505
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PublictGovemment
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project to Result in 19 Single - Family Dwellings Used for Both Permanent Homes and Vacation Rentals
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Back Hoe Utilized for Sewer and Water Construction. Bulldozer and Motor Grader used for Street Construction. All
Equipment Stored on Site on Uplands.
d List all development activities you propose.
Install Gravity Sewer through Subdivision, within N.C. Highway 210 to Plurs Lift Station. Install Waterline Extension.
Construct Extension to Street. Construct 17 Single- Family Dwellings on Pilings.
e Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 1.75 ❑Sq Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
All Stormwater to Sheet Flow Flow from Existing Dwellings and Street through Site as per SW8 130505
1 Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
252- 808 -2808 .. 1. 858- 4RCOAST .. www.necoestaimanagement.net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR
f. 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
Name SEE ATTACHMENT ADJOINERS Phone No.
Address
Name Phone No
Address
Name Phone No.
Address
g A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Major CAMA 120 -04, Land Quality Onslo- 2004 -313, Water Quality SW8 040501, NCDOT 0 -430,
Erosion Onslo 2013 -092 Stormwater SW8130505
Water and Sewer 04 -67 -035, DHS 04 -00777 O C. Health Dept. Improvement Permits for 10 tots
h. Signed consultant or agent authorization form, if applicable
1 Wetland delineation, if necessary.
j A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k A statement of compliance with the N.0 Environmental Policy Act (N.C.G S. 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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.
Date Gy Print Name L= �Pr�Li�c S R It'�4S r
I
Signature
Please indicate application attachments pertaining to your proposed projec
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
I,215CM MP -3 Upland Development
❑DCM MP-4 Structures Information
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Form DCM 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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures
b
Number of lots or parcels
proposed.
17 Lots
17 Proposed Single - Family Dwellings on Pilings
c. Density (give the number of residential units and the units per
d
Size of area to be graded, filled, or disturbed including roads,
acre)
ditches, etc
2.48 Units /Acre
1.75 Acres
e. If the proposed project will disturb more than one acre of land, the
f
List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land- disturbing
Asphalt for Street, Concrete for Driveways
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted, Onslo 2013 -092
g Give the percentage of the tract within the coastal shoreline AEC to
h.
Projects that require a CAMA Mayor Development Permit may also
be covered by impervious and /or built -upon surfaces, such as
require a Stormwater Certification.
pavement, budding, rooftops, or to be used for vehicular driveways
(1) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
3.3% for Entire Project
®Yes ❑No ❑NA
i Give the percentage of the entire tract to be covered by impervious
(i) If yes, list the date submitted: SW8 130505
and /or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking
25%
j Describe proposed method of sewage disposal
k
Have the facilities described in Item (i) received state or local
Gravity Sewer to Pluris, LLC Lift Station
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
I Describe location and type of proposed discharges to waters of the
m.
Does the proposed project include an innovative stormwater
state (e.g , surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, "wash down" and residential discharges).
❑Yes ®No ❑NA
Low Density Sheet Flows throughout Project, SW8 130505
If yes, attach appropriate documentation.
vvv�W.6a".t ;q Stahvi blagaafleri.diet vavlsed: 12/26/06

Foirlftrit DCO'd MP-3 g6pliavo rorugc- 2 0 .-)
m. Describe proposed drinking water supply source (e g., well,
community, public system, etc.)
Water Supply Furnished by ONWASA
n (i) Will water be impounded? ❑Yes ONO ❑NA
(ii) If yes, how many acres?
o When was the lot(s) platted and recorded? p If proposed development is a subdivision, will additional utilities be
Lots 1 -10, December 8, 2004; Additional 9 Lots Proposed installed for this upland development?
®Yes ❑No ❑NA
Date
is G
Project Nam
Ot_- 1kioA1J`5
Applicar,t.Na 2 me
46
Applicant Signature
252 - 806 -2808 :: :: tiumvdd.L'GC UXStltl ItB aiiagOvVienx.not revised: 12/26/06

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WELLMAN'S CONSTRUCTION
SNEADS PERRY, NC 28460
SHEET INDML
7Tt1E SHEET
PG 1 - EM'AnONS
PG. 2. FLOOR PLAN
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IT IS THE SOLE RESPONSIBILM OF THE CONTRACTOR TO THOROUGHLY REVIEW THE
PLANS FOUND HEREIN PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHOULD BE
BROUGHT TO THE DESIGNERS ATTENTION PRIOR TO CONSTRUCTION SO ADEQUATE
REVISIONS CAN BE MADE.
WELLMAN'S TWO STORY
1590 SQ. FT.
SiREBT FRONT ELEVATION
a
e 9.
e �
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CONNER DRAPTlNG & DESIGN
101 N. W➢2Gi4TON ST
AICKLAMS. M =74
PH. 91032L= Fh"03MM
E31AIL CONNER-DRAFMGOYAHOOMM

DCM WILMINGTON, NC
JUL 2 4 2013

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I, CHARLES FRANCIS RIGGS. PROFESSIONAL LANQso' �� CA i�p '.,THIS IS TO CERT�-=Y THAT THE SUBJECT PROPERTY IS LOCATED
SURVEYOR, DO HEREBY CERTIFY THAT I HAO� ® ° ® ° ° � /y, FLOOD ZONE "VE" ,EL= 11.0 +2,) WHICH IS A
SURVEYED THE PROPERTY AS SHOWN HEREON .-118 °�FE- SS�OrJ ° / °o'SSf CIAL FLOOD - :AZARD AREA AS DETERMINED BY THE FEDERAL
ACCORDANCE WITH THE STANDARDS OF PRA�'fiCE,eQ� `9� °® EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
FOR LAND SURVEYING IN NORTH CAROLINA. IHA-I SEAL eINS6RANCE PROGRAM. COMMUNITY PANEL NUMBER
THE RATIO OF PRECI ON AS CALCULAIEDc �jl;`- L -2981 [>re _ 370466 ;3720424500K. FEBRUARY 16. 2007
LATITU ND DEP TURES IS: :10 0 0 += ® °y,L �0; �6
SUR`�°
CHARLES G - 1 RMIT
#SW8 130505 PROPOSED
ALLOWABLE IMPERVIOUS EIR(
LOT L T AREAS IMPERVIOUS SURFACE
LOT 1 6811 Sq.Ft. 0.156 ACRE 2600 Sq.Ft. 2600 Sq.Ft.
:n
TOTAL
DISTURBED AREA
76307 Sq.Ft.
1.752 ACRES
nNSI n- 7n1.'i -mg
PLO
' pM
0 O
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
36.30'
S53 °35'1 0 "W
L2
24.12'
N35'51'20 11W
L3
12.50'
S54 °08'40 "W
L4
12.50'
S54 °08'40 "W
L5
24.86'
S35 °51'20 "E
LOT
2
6077
Sq.Ft.
0.140
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
N08'51'53 "E
C2
�� 0
LOT
3
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
20.00'
28.40'
aE�
LOT
4
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
19741 Sq.Ft.
867
LOT
5
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
EIR
/ /�,0
/
LOT
6
20912
Sq.Ft.
0.480
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
S581 1'20 "W
!�P
. ``�
LOT
7
21748
Sq.Ft.
0.499
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
N11'28'51 "E
L29
LOT
8
22583
Sq.Ft.
0.518
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
S1 5 °55'03 "E
L33
LOT
9
23419
Sq.Ft.
0.538
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
S65 °36'54 "W
�'
LOT
10
34270
Sq.Ft.
0.787
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
W
00
COASTAL WETLANDS [ CNEA11ON &
LOT
11
35982
Sq.Ft.
0.826
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
�i
n 00
�.�
i 404 WETLANDS DELINEA ON APPROVED BY
/' DAVID BAILEY, USACE, 12/6/12
LOT 12 6439 Sq.Ft. 0.148 ACRE 2050 Sq.Ft. 2050 Sq.Ft.
LOT 13 5843 Sq.Ft. 0.134 ACRE 2050 Sq.Ft. 2050 Sq.Ft. NOW OR FORMERLY t �j NMP
1000'
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
Cl
31.22'
20.00'
28.15'
N08'51'53 "E
C2
40.30'
25.50'
36.24'
N81'08'05 "W
C3
39.81'
25.50'
35.89'
S08'51'55 "W
C4
31.58'
20.00'
28.40'
N81 *1 O'28 "W
jk 0
.09:
E 5A•5a
NMP
NOW OR FORMERLY NOTE
DEACON 404 WETLANDS DELINEATION BY
DAVID E. BAILEY (USACE)
485 EAGLE DR. DECEMBER 6, 2012
CHAPEL HILL, NC 27517
D.B. 2349, P. 917
ZONED MHR NMP
USE: VACANT G'
NMP
1a•
ao
LOT 14 5843 5q. Ft. 0.134 ACRE 2050 Sq.Ft. 2050 Sq.Ft. WELLMAN'S CONSTRUCTION, INC. _
LOT 15 5843 Sq.Ft. 0.134 ACRE 2050 Sq.Ft. 2050 Sq. Ft. ��1 & �', !� NMP
LOT 16 5843 Sq.Ft. 0.134 ACRE 2050 Sq.Ft. 2050 Sq.Ft. p THOMAS W. NELSON _ g�'
LOT 17 5843 Sq.Ft. 0.134 ACRE 2050 Sq.Ft. 2050 Sq.Ft. L� 250 GRAHAM LN.
LOT 18 16684 Sq.Ft. 0.383 ACRE 2050 Sq.Ft. 2050 Sq.Ft. l"b HOLLY RIDGE, NC 28445 EIP 3� �9' _� / /'' �l 1
LOT 19 17544 Sa.Ft. 0.403 ACRE 2050 Sq.Ft. 2050 Sq.Ft. � D.B. 3852, P. 699 i I ,' N I
COMMON 43282 Sq.Ft.
0.994 ACRE
ly
WELLMAN'S
/W
29952 Sq.Ft.
0.688 ACRE
THOMAS W. NELSON
d
TOTAL
333149 Sq.Ft.
7.650 ACRES
> v
USE: RESIDENTIAL
36.76'
IMPERVIOUS
SURFACE WITHIN 75' AEC
WELLMAN'S
M
LOT AREA
IMPERVIOUS SURFACE
THOMAS W. NELSON
LOT
WITHIN 75' AEC WITHIN
75' AEC PERCENTAGE
LOT 6
16690 Sq.Ft
982
Sq.Ft.
5.9%
LOT 7
19250 Sq.Ft.
986
Sq.Ft.
5.1%
LOT 8
19741 Sq.Ft.
867
Sq.Ft.
4.4%
LOT 9
19472 Sq.Ft.
226
Sq.Ft.
1.2%
TOTAL
PROJECT AREA WITHIN
75' AEC:
92303
Sq.Ft.
TOTAL
PROJECT IMPERVIOUS
SURFACE WITHIN 75' AEC: 3061
Sa.F:.
TOTAL PROJECT 75' AEC IMPERVIOUS PERCENTAGE: 3.3%
R/W v R/W
CO
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co I
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l� a
R/W , Fo
BENCHMARK
NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
m
RANKS
CKANNEL
NORMAL HIGH WATER JNE
0
30' CAMA BUFFER
U�
o �o
PROPOSED TWO STORY g
ON PILINGS OPEN BELOW
W 7r
Y
Z
°
z 36.3'
SCOTCH BONNET SOUNDSIDE
J
d
s
Cn
d
NOW OR FORMERLY
ly
WELLMAN'S
L6
CONSTRUCTION, INC &
A
THOMAS W. NELSON
d
D.B. 4014, P. 675
L8
ZONED MHR
> v
USE: RESIDENTIAL
36.76'
NOW OR FORMERLY
L10
WELLMAN'S
M
CONSTRUCTION, INC &
B
THOMAS W. NELSON
L12
D.B. 3852, P. 699
SO3'39'37 "W
ZONED MHR
30.88'
USE: RESIDENTIAL
L14
NOW OR FORMERLY
S051 4'48 "E
SOUTHERN COASTAL
66.46'
INVESTMENTS, LLC
C
PO BOX 8
S40 °03'28 "W
FOUR OAKS, NC 27524
30.86'
D.B. 2393, P. 601
1_18
ZONED MHR
S69'08'08 "W
USE: RESIDENTIAL
22.29'
NOW OR FORMERLY
L20
GTD ASSOCIATES, LLC
S53 °48'24 "E
PO BOX 850
18.47'
BURLINGTON, NC 27215
L22
D.B. 2389, P. 538
S33 °31'25 "E
ZONED MHR
9.57'
USE: RESIDENTIAL
L24
NOW OR FORMERLY
S581 1'20 "W
WELLMAN'S
16.27'
CONSTRUCTION, INC &
E
THOMAS W. NELSON
N80 °1 9'03 "W
D.B. 3988, P. 484
13.96'
ZONED MHR
L28
USE: RESIDENTIAL
R/W v R/W
CO
W3:a
I I
I
O Q
co I
0*) Y)
l� a
R/W , Fo
BENCHMARK
NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
m
RANKS
CKANNEL
NORMAL HIGH WATER JNE
0
30' CAMA BUFFER
U�
o �o
PROPOSED TWO STORY g
ON PILINGS OPEN BELOW
W 7r
Y
Z
°
z 36.3'
SCOTCH BONNET SOUNDSIDE
J
d
s
Cn
d
PROPOSED TWO STORY,
ON PILINGS OPEN BELOW
a In
wv
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I U
W m
LIJ
�a WATER & SEWER DESIGN BY
I I- 4 PARAMOUNTE ENGINEERING, INC.
U z 5911 OLEANDER DR, SUITE 201
0) a I WILMINGTON, NC 28403
TELEPHONE: [phone]
R/W FACSIMILE: (910) 791 -6760
ZONED MHR I ' I
�• I 'N
USE: RESIDENTIAL
L i
TO
BEACH I
/
TOWN UNE NORTH - _ -- - - _ ; % z /�. / � o
- - TTY _ ,' ° BANKS N
TOWN LINE SURF C �o �,' ;;' o �.' CHANNEL U
NOW OR FORMERLY
TILGHMAN
2800 ARLINGTON DR.
CLAYTON, NC 27520
D.B. 719, P. 562
ZONED MU
USE: COMMERCIAL
i� LOik
in t n
/ \ 3 / ►`�
mot- o VI 0,
1 o / N c14 d10
1 I ' EXISTING ►n EXISTING EXISTING REVISED o REVISED ►n PROPOSED
1 D °'/ �s \ �;' LOT 6 M ,' LOT 7 LOT 8 EXISTING `� EXISTING z LOT 11
1 rG I ,� ; ' z ,' LOT 9 LOT 10 LO
LO
1 O i' M 1..;;; COASTAL WETLANDS DELINEATION &
LO N , Z / - - - - - 04 WETLANDS DELINEATION APPROVED BY
- / O o ° i DAVID BAILEY, USACE, 12/6/12
I 'O'er ( U-)
M I Z 1� PREVIOUSLY APPRO de - - �\ ��` �` `\ `\ S 7._
COMMON / \ NOT TO BE REVISED ®-,. /�`i JJ
It d N RECREATIONAL AREA ��� `` M.E. 4'7, P. 116 j r o le ° " I � �`�°�_� �iJ�fd �o //, w�
I I PROPOSED PROPOSED FOR �_ s_ �, /i �, ��''/ .,1L - - -�/ �i�i - -90W OR FORMERLY
I I
to
LOT 18 LOT 1G M SCOTCH BONNET SOUND§TlD - \ '\ ____�_� �� '= LEWIS
I b -- Jr
1 I Z `\ ° '' ~ : :�: '` I UPLANDS - -"- / ` 5119 NC HIGHWAY 210 EAST
I -o /,r T ��1\ ,- _ - -- �� I / I I I ,,'/ I ►ci HARRELLS, NC 28444
I ` I,
o \\ _ �� / I ► \ - 8 \ ® I - - '= D.B. 3LOT � . 272
Mo ` I� -- ' ~� -- - - - - -- b // ��` / , -.-®- ! I \\ g r� /' ( 10 - - - -- -- --�-------- 11 r j/ LOT
\ WETLANDS 19 ,'5 - r! � �o I j - - 119 J! I �2"f I ( , -12 - - - -- �' I X !-f ZONED MHR
LO �- N - _ f J ; JJ / ,` . _ _ J / I 1 USE: RESDENTIAL
' X - �` ° / r - - - - - - - i c0 I o0 DECJS I I c0 DECK r
O - - • -• .� �� I I - I I eo DECK I I co DECK
_ I I I 111 NOW OR FORMERLY
LIMITS OF /,� 1 DECrc I ib DECK .I I I ao I I I t- r 1 RUSCETTI
I
DECK j LIMITS OF I I N 24' a, % 24' i 24'i I L 24' I
LINE TABLE
35.5"
ly
DIRECTION
L6
z
zo
S18 °13'39 "W
L7
d
W Y
L8
W
> v
L9
36.76'
z
L10
in
M
L11
4
PROPOSED TWO STORY,
ON PILINGS OPEN BELOW
a In
wv
�o
I U
W m
LIJ
�a WATER & SEWER DESIGN BY
I I- 4 PARAMOUNTE ENGINEERING, INC.
U z 5911 OLEANDER DR, SUITE 201
0) a I WILMINGTON, NC 28403
TELEPHONE: [phone]
R/W FACSIMILE: (910) 791 -6760
ZONED MHR I ' I
�• I 'N
USE: RESIDENTIAL
L i
TO
BEACH I
/
TOWN UNE NORTH - _ -- - - _ ; % z /�. / � o
- - TTY _ ,' ° BANKS N
TOWN LINE SURF C �o �,' ;;' o �.' CHANNEL U
NOW OR FORMERLY
TILGHMAN
2800 ARLINGTON DR.
CLAYTON, NC 27520
D.B. 719, P. 562
ZONED MU
USE: COMMERCIAL
i� LOik
in t n
/ \ 3 / ►`�
mot- o VI 0,
1 o / N c14 d10
1 I ' EXISTING ►n EXISTING EXISTING REVISED o REVISED ►n PROPOSED
1 D °'/ �s \ �;' LOT 6 M ,' LOT 7 LOT 8 EXISTING `� EXISTING z LOT 11
1 rG I ,� ; ' z ,' LOT 9 LOT 10 LO
LO
1 O i' M 1..;;; COASTAL WETLANDS DELINEATION &
LO N , Z / - - - - - 04 WETLANDS DELINEATION APPROVED BY
- / O o ° i DAVID BAILEY, USACE, 12/6/12
I 'O'er ( U-)
M I Z 1� PREVIOUSLY APPRO de - - �\ ��` �` `\ `\ S 7._
COMMON / \ NOT TO BE REVISED ®-,. /�`i JJ
It d N RECREATIONAL AREA ��� `` M.E. 4'7, P. 116 j r o le ° " I � �`�°�_� �iJ�fd �o //, w�
I I PROPOSED PROPOSED FOR �_ s_ �, /i �, ��''/ .,1L - - -�/ �i�i - -90W OR FORMERLY
I I
to
LOT 18 LOT 1G M SCOTCH BONNET SOUND§TlD - \ '\ ____�_� �� '= LEWIS
I b -- Jr
1 I Z `\ ° '' ~ : :�: '` I UPLANDS - -"- / ` 5119 NC HIGHWAY 210 EAST
I -o /,r T ��1\ ,- _ - -- �� I / I I I ,,'/ I ►ci HARRELLS, NC 28444
I ` I,
o \\ _ �� / I ► \ - 8 \ ® I - - '= D.B. 3LOT � . 272
Mo ` I� -- ' ~� -- - - - - -- b // ��` / , -.-®- ! I \\ g r� /' ( 10 - - - -- -- --�-------- 11 r j/ LOT
\ WETLANDS 19 ,'5 - r! � �o I j - - 119 J! I �2"f I ( , -12 - - - -- �' I X !-f ZONED MHR
LO �- N - _ f J ; JJ / ,` . _ _ J / I 1 USE: RESDENTIAL
' X - �` ° / r - - - - - - - i c0 I o0 DECJS I I c0 DECK r
O - - • -• .� �� I I - I I eo DECK I I co DECK
_ I I I 111 NOW OR FORMERLY
LIMITS OF /,� 1 DECrc I ib DECK .I I I ao I I I t- r 1 RUSCETTI
I
DECK j LIMITS OF I I N 24' a, % 24' i 24'i I L 24' I
LINE TABLE
LINE #
LENGTH
DIRECTION
L6
22.40'
S18 °13'39 "W
L7
30.49'
S76 °56'54 "W
L8
25.14'
S08 °40'07" E
L9
36.76'
S61 °17'51 "W
L10
22.06'
N791 6'39 "W
L11
12.93'
S13'57'12 "W
L12
29.34'
SO3'39'37 "W
L13
30.88'
S74 °37'42 "W
L14
19.69'
S051 4'48 "E
L15
66.46'
S44'16'01 "W
Li 6
53.70'
S40 °03'28 "W
L17
30.86'
S77 °05'52 "W
1_18
43.98'
S69'08'08 "W
L19
22.29'
S34'23'56 "W
L20
15.75
S53 °48'24 "E
L21
18.47'
N66 °26'56 "E
L22
10.31'
S33 °31'25 "E
LZ3
9.57'
S13 °12'25 "E
L24
23.68'
S581 1'20 "W
L25
16.27'
S34 °47'07 "W
L26
13.34'
N80 °1 9'03 "W
L27
13.96'
N21 *59'36"W
L28
14.26'
N11'28'51 "E
L29
14.37'
S73 °53'45 "W
L30
29.35'
S45'45'38 "W
L31
12.43°
S63 1 3'14 "E
L32
18.66'
S1 5 °55'03 "E
L33
26.27'
S57'36'39 "W
L34
18.43'
S68 "07'33 "W
L35
36.66'
S35 °55'1 9 "W
L36
29.70'
S65 °36'54 "W
L37
33.30'
N79 °15'17 "W
L38
23.83'
N36 °43'06 00W
L39
38.44'
N35'31'06 "W
L40
23.78'
N31 °00'58 "W
L41
74.95'
N35'16'13 "W
L42
5.35'
N45 °06'05 "W
L43
5.06'
N08 42'13 "W
L44
47.88'
N32 °33'07 "W
L45
2.40'
N19 °58'13 "W
r- O r c0 DECK I 1�Tb�BANCE �` ! I 2ft' / I L I 24' I I DO '� f> I r� a d I ri PROPOSED 1 112 GAZEBO CT.
g I D TURBAi`,A E ` ! I I I I I M PRon6tD I I �' PROPOSED 1 I I P- REPOSED r
;n N N 24' I I 24' i / 8082 ST�t. �•� PR ED 1 of PROPOSED I I DWELLING I DWELLING DWELLING I DWELLING ,
cn ,� f I PROPOSE I I / 6562 S�.Ft. ! 1 1 I I I j ( WILIMINGTON, NC 28409
J 0.185 ACRE. Dlyk NU I o DWEWNG I I I a .r d
M PROPOSED g DWEWN-�, _/ 1.758 �tkES I ( M I - M • "�� I M \ -I ° M I I ! M I D.B. 2898 P. 670
Z N DWELLING t ( I w ONE STORY CONCRETE / M I j M ( _ ;2= EAVES 12 " 'EANES 12" EAVES LOT' 6
NOW OR FORMERLY i z \ M I I w !` SIDING ON PILINGS ! I t;z; EAVES ( ! I i2" E "� -- I I ! I I ( ,! 12" EAVE ( $�
M \ ( I / N 14' 24' 14' 24' 13' 24' / 4, s
MILLER I 12 EAVES 1 " EAVES I I / W -- � -AL44MI b FENCE ! I - - _ IL4 -L3) t4' $ ZONED MHR
W 14' 24 "-�_ 14' -� 24' le( r
zJ ^-I - -- - I� io DECK io io DECK ro io DECK io I N io DE K io
d \ I - 24' 13 J ►v CONCRETE o; DECK io ro DECK io I EXISTING I ' '' I I I USE: RESDENTIAL
PO BOX 393 d„I 1s:5 24' z '/ ° WATER LINE TO �� I I NOW OR FORMERLY
RICHLANDS, NC 28574 t N
'to DECK D�OK my�J ? 8' EXISTING 14 I 20' I / I 20' I 0) 13RgpOSED I / I BE RELOCATED I PROPOSE J PROPO ED
i - -I- - t1a POOL 3 PROPOSED ►p PROPOSED r DRIVE DRIVE DRi DRIV UPHAM
D.B. 1840, P. 222 1 L6 20' PROPOSEt =iD o DRIVE ' DRIVE I �i ! i+j _- - L_ _ / -
pp L_ -RIVE - i o o - EXISTING ri PROPOSED I`Z` 1933 WASHINGTON ACRES RD.
ZONED MU `i p ! ^I / `r `t 2" WATER LINE �+� 2" BLOW -oFF : HAMPSTEAD, NC 28443 -2035
USE: COMMERCIAL I BRICK \ - `��
-y I D.B. 2385, P. 47
I>
29. ice' w �,�, 115.00' WALK E'' 52.00' EI 52.00' 52.00 v 6 8 G PROPOSED LOT 5
_ J 2 WATER L {NE L.
ZONED MHR
EIvTN ;SCOTCH 61� �CJEiNDSIDE - 25' R W ASPHALT - PRIVATE f N5 • E 10.00`- /D EXISTING 'i ` REMOVAL OF CUL -DE -SAC AND 3 4" ATER USE: RESIDENTIAL
I D N53'36'25 "E / ( ) n { N59 21'3 `E g� 26, CUL- DE -SA{ a \ EXTENSION OF STREET AS SHOWN LI TYP i
1 64.14' N53.46'49 "E 165.07' EMN -` EMN
\ _ - _ ,.
it-
1 �
Z7
D
m
NOW OR FORMERLY
MOYLAN
231 SEASHORE DR.
NORTH TOPSAIL BEACH, NC 28460
D.B. 1386, P. 645 \
USE: COMMERCIAL
\ M \.
N55.20'41 "E 359.86'
N36'20'44 "W
47.61'
EDGE OF ASPHALT
EDGE OF ASPHALT
N.C. HIGHWAY 210 - ISLAND DRIVE
100' R/W (ASPHALT- PUBLIC)
i
00 u, . , • ' _ �t�nn' �t1 nra' r±n nn' �! _ in ' Go_nn' y Al- t_.
_. n -�a_nn __-_ s - ��a.A/R __. __. Ka nn_ T _. �n • a.
_ _ i.�sr - cz.. - _
39.20 �. <r_ _ . _w: - -- __ �,_w��� � �, •, �v : �- ,____...�: _� � _. _ �. �..�._ . w.� Y 4 ...._.�.. �.,_ ___ � _ �. _._.__�___ -� ,_._ � �.�..w . _ _ �..._,.,._ ,�.�, w_____�.^....� � _._ ___.�_� �; -� � -
C� � _ s _ � - '_ ;W, a _} PROPOSE"I� SE9,Ji�ET LINE r`
�nz� S_ IwO�OSED S- . ,d Llv� z 'n? j PROPOSED zu
l x U- x x .� WATER METERS L' p( PCSED p PRG D PROPOSED PROPOSED
c a PROPOSED o a ip PRt►POSED o d PROPOSED o d PROPOSED ►p ED \ coy ,� _ DRIVE DRIVE
•- n. DRIVE m cO DRIVE f / '- a DRIVE � a DRIVE trn) j WFR SEE.€,`iCE r-
20 t7 20' �/M \\ / w 20' ►M 20 M 20' \ M I I (T iP)_ M 20' tM I 20' M 20'
►y n � ' ( I I I II . `� I I ( 1 I I1 , / i I I I
1 3I ( ' I 1io n I I � 12I ' I I
iM o EK DECK 13 is DECK
io DECK io 74' =? 14' E
< 00 0 1
00 24' 24' 24'
4 24 4 244 °J o ao 1 24' 1 x P PROQOSEO PROPOSED I co fl PROPOSED PROPOSED I o PROPOSED I PROPOSED
PROPOSED 61 PR :{OSED I 109 DWELLING DWELLING DWELLING DWELLING DWELLING -
i
K
s
/ I I I I I I o n I I I I i 0D t T o
ri
(00 D WDWELLING CK N G
DWELLING DWELLING F n
M " 112" EAVES a
N I W ►t " EAVES W 12" EAVES
12" EAVES 1 EA W FD 12 EAVES 12 EAVES o 12
24 t, 1 N O I '
l I o I N N p I
I N DECK I ao A cc DO
1 r
DECK 1 ao
OO 10 a0 0 n
LO PRE P OPOSED (0 PROPOSE N PROPOSED
EXISTING n STING a
s LOT 1 L +T 2 \\ JJ LOT 5 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
\\ / `-D L_ 17 16 1S J L,_j 14 J ( 93 12 -
`\ 105 07 113 - / Z-
58 00: _EIR J 52.00' 52.00' 52.00' EIR 52.00' EIR 50.00' 50.00' S0.0�1' ~ 0�i0� 45.22' -
S53 °35'10 "W 602.13' 10' UTILITY EASEMENT (FORMER SEPTIC FIELD)
ALL POINTS SET IRON RODS
UNLESS OTHERWISE NOTED
NOTE
BENCHMARK: NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
REFERENCES OWNERS
D.B. 414, P. 200 WELLMAN'S CONSTRUCTION, INC &
D.B. 1111, P. 825 THOMAS W. NELSON
D.B. 1112, P. 250 250 GRAHAM LANE
D.B. 1341, P. 670 HOLLY RIDGE, N.C. 28445
D.B. 1386, P. 645
Q.B. 1727, P. 528
D.B. 1840, P. 222 TITLE SOURCE
D.B. 3550, P. 226 D.B. 3852, P. 699
D.B. 3852, P. 699 D.B. 3988, P. 484 (LOT 5)
D.B. 3988, P. 484 D.B. 4014, P. 675 (LOT 1)
D.B. 4014, P. 675
M.B. 9, P. 71
M.B. 29, P. 171
M.B. 44, P. 30
M.B. 44, P. 66
M.B. 47, P. 116
M.B. 51, P. 168
ZONED MHR
ZONING SETBACKS
FRONT = 20'
REAR = 20' (HIGHWAY)
REAR = 30' CAMA OR 404 WETLANDS
SIDE = 8'
CORNER = 15'
MINIMUM WIDTH= 50'
MINIMUM SIZE = 5,000 Sq.Ft.
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER -KALON NAIL (FOUND)(CONTROL CORNER)
NOW OR FORMERLY -
THOMPSON Fl-0-5-1 = EXISTING LOT ADDRESS
1730 ALLARD RD. D = PENDING LOT ADDRESS
CHAPEL HILL, NC 27514 FAI
= PROPERTY OWNER
D.B. 3843, P. 558 = PROPOSED STORMWATER FLOW
LOT 4
ZONED MHR
USE: RESIDENTIAL EXISTING
LIFT I� l EROSION CONTROL MEASURES ALONG NCDOT RIGHT -OF -WAY TO INCLUDE
STATION
TOP OF LIFT STATION: 5.33'
SILT FENCE OR BIODEGRADABLE STRAW WATTLES, IF NECESSARY DEPTH OF LIFT STATION: -3.71
I �< ! °_ ' w INV IN: -2.61' 8" PVC
_
-
-_
PROPOSED S0 'ER r 1 /
SSE $ Y p R W
PRE�R�.Y �� VED NOT TO BE REVISED
M.B. 4'7, P. 116 PH PH M.B. 4.7, P. 116 WV Uo N t0 PHA d
_ s
s �'
z EDGE OF ASPHALT ll
a
r-
I =
SMN /CC
M
uNi
N53'46'06 "E 600.41'
N5335'10 "E 602.13'
- SGOT..CH..._..B.O.NAE T OCEAN SI D E,
- ^ ~- -- - (PRIVATE 30' ACCESS &UTILITY EASEMENT - � ASPHALT)
7.650 ACRE TRACT ON N.C. HIGHWAY 210
z ® STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
0 ISLAND DRIVE
0
' I - 1- - - - - - -L
EMN /CC
-- -
E GE OF ASPHALT
t0 . -. -- - - -- - -
0
N 'n 1
2 J
E(;M " --
`\ / �-- ✓- °'
4
1 �\
w
R/W
O 0 20 40 SO ie
D
( IN FEET )
1 inch = 40 ft.
ACTUAL FIELD SURVEY DATE: DECEMBER 17, 2012
MAPPING DATE: JUNE 27, 2013
DRAWN BY: .J, Ht�LM15
CHECKED BY: C), f�IG;G,S
FIELD BOOK: IND PAGE: 3
PROJECT NUMBER: 12 -06 -07
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL =
MINIMUM BUILDING LINE
NMP =
NON MONUMENTED POINT
R/W =
RIGHT OF WAY
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP =
SET IRON PIPE
SIR =
SET IRON ROD
SEASIDE VILLAGE
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
PHASE II
SPK =
SET PARKER -KALON NAIL (CONTROL CORNER)
M.B. 47, P. 66
=
CENTERLINE
® =
WATER METER
FIRE HYDRANT
WV
=
WATER VALVE
=
SANITARY MANHOLE
Co =
CLEAN OUT
PH =
TELEPHONE PEDESTAL
O =
TELEVISION PEDESTAL
Fo =
FIBER OPTIC CABLE MARKER
O =
ELECTRIC TRANSFORMER
> =
LIGHT POLE
POWER POLE
--MY =
POWER LINE
O-
LOT NUMBER
NOW OR FORMERLY -
THOMPSON Fl-0-5-1 = EXISTING LOT ADDRESS
1730 ALLARD RD. D = PENDING LOT ADDRESS
CHAPEL HILL, NC 27514 FAI
= PROPERTY OWNER
D.B. 3843, P. 558 = PROPOSED STORMWATER FLOW
LOT 4
ZONED MHR
USE: RESIDENTIAL EXISTING
LIFT I� l EROSION CONTROL MEASURES ALONG NCDOT RIGHT -OF -WAY TO INCLUDE
STATION
TOP OF LIFT STATION: 5.33'
SILT FENCE OR BIODEGRADABLE STRAW WATTLES, IF NECESSARY DEPTH OF LIFT STATION: -3.71
I �< ! °_ ' w INV IN: -2.61' 8" PVC
_
-
-_
PROPOSED S0 'ER r 1 /
SSE $ Y p R W
PRE�R�.Y �� VED NOT TO BE REVISED
M.B. 4'7, P. 116 PH PH M.B. 4.7, P. 116 WV Uo N t0 PHA d
_ s
s �'
z EDGE OF ASPHALT ll
a
r-
I =
SMN /CC
M
uNi
N53'46'06 "E 600.41'
N5335'10 "E 602.13'
- SGOT..CH..._..B.O.NAE T OCEAN SI D E,
- ^ ~- -- - (PRIVATE 30' ACCESS &UTILITY EASEMENT - � ASPHALT)
7.650 ACRE TRACT ON N.C. HIGHWAY 210
z ® STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
0 ISLAND DRIVE
0
' I - 1- - - - - - -L
EMN /CC
-- -
E GE OF ASPHALT
t0 . -. -- - - -- - -
0
N 'n 1
2 J
E(;M " --
`\ / �-- ✓- °'
4
1 �\
w
R/W
O 0 20 40 SO ie
D
( IN FEET )
1 inch = 40 ft.
ACTUAL FIELD SURVEY DATE: DECEMBER 17, 2012
MAPPING DATE: JUNE 27, 2013
DRAWN BY: .J, Ht�LM15
CHECKED BY: C), f�IG;G,S
FIELD BOOK: IND PAGE: 3
PROJECT NUMBER: 12 -06 -07