20041164 Ver 1_COMPLETE FILE_20040719

MEMORANDUM
TO: John Dorney Regional Contact: Steenhuis
Non-Discharge Branch WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Scotch Bonnett Enterprises County Onslow
Project Number 04 1164 County2
Recvd From DCM Region Wilmington
Received Date 7/19/04 Recvd By Region
Project Type residential subdivision
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA F_O V OO N F_ 18-87-10-1 SA HQW 30,624. ? F_ I - I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y Q N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y Q N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Scotch Bonnett Enterprises County Onstow
Project Number 04 1164 Regional Contact: j. Steenhuis
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
PIWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
Express Permitting
July 15, 2004
MEMORANDUM: ??/ G/op 04-11611
TO: John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Jason Dail
DCM Express Permitting Coordinator
CAMA/DREDGE & FILL Permit Application Review
Scotch Bonnett Enterprises, Inc. c/o Robert Gilbert
WETLANDS/ 401 GROUP
)' c), M04
WATER ()UALI TY SECTION
Onslow County, North of 9"i Street, along NC Hwy 210, adjacent Stump Sound, in
North Topsail Beach.
Proposed Project: Proposes to develop a 10 lot subdivision including roads and utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 10, 2004. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone] Ext. 247. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Mr. Robert W. Gilbert / Scotch Bonnet Enterprises, Inc.
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 - 2000: 28-380, G-S, 9,10 1995: 25-316, J-R 13 1989: 4-173-9, E-Q, 11,12
State Plane Coordinates - X: 746344 Y: 78497 Rover File: 0-062117A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/21/2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 5/21/2004, completed 7/13/2004
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of North Topsail
Land Classification From LUP - Developed
?, 6
4
(B) AEC(s) Involved: OH
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Municipal sewer
(F) Type of Structures: Existing - None
Planned - 10 lot subdivision including roads and utilities
(G) Estimated Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
(C) Other - High ground
(D) Total Area Disturbed: 143,748 sq. ft. (3.3 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
Graded 3.3 Acres
8. PROJECT SUMMARY: The applicant proposes to develop a 10 lot subdivision including roads and utilities.
Robert W. Gilbert, Scotch Bonnet Enterprises, Inc.
Page Two
9. PROJECT DESCRIPTION
Charles F. Riggs and Associates, Inc., on behalf of Scotch Bonnet Enterprises, Inc., has requested that the attached
application be processed under the Express Permit Review Pilot 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 is a 7.6 acre portion of a 53.0 acre tract that is dominated by both coastal wetlands and " 404" type wetlands.
The high ground portion of the tract is mostly cleared of vegetation and is relatively flat with an elevation of 5.0' above
Normal Low Water (NLW). Several small stands of Live Oaks (Quercus laurifolia), Southern Wax Myrtles (Merica
cerifera), Yaupons (Ilex vomitoria), and Red Cedars (Juniperus virginiana) exist on the water ward side of the site,
bordering the Stump Sound. There is an existing dirt road located on the southern side of the tract that enters the property
from the east and continues across the high ground section approximately 450 feet towards Stump Sound.
The tract has approximately 1,310 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 waters edge where Smooth
Cordgrass Marsh (Spartina alterni, flora) is the predominant species. The shoreline in this area is not bulk-headed. The
proposed development averages approximately 130 feet landward of normal high water (NHW), along the western edge of
the property.
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 16) on the
Flood Insurance Rate Map. The High Hazard Flood Area (VE Zone) associated with the subject property is contiguous to
the Atlantic Ocean.
PROPOSED PROJECT
The applicant proposes to develop a 10 lot subdivision. Development would include grading and filling approximately 3.3
acres of the property for road construction and lot preparation. Individual lots sizes would average 18,864 square feet - a
density of 1.31 units/acre. Access to the lots will be provided by the construction of a single road (Scotch Bonnet
Soundside). The road would provide the subdivision with one entrance and exit from Highway 210. The asphalt road would
terminate in a turn around cul-de-sac at the northern end of the property. Scotch Bonnet Soundside street would consist of a
25 foot right-of-way and a 20 foot paved asphalt surface with an ABC stone sub-base. The road would be constructed with
curb and gutter, utilizing curb breaks and vegetated swales to control stormwater. The applicant has submitted an Express
Low Density Stormwater. Permit to the North Carolina Division of Water Quality. The Express Stormwater permit
application was received on 5/17/2004 and was permitted under DWQ State Stormwater Permit No. SW8040501.
According to the site drawings, the total built upon area for lots 1-5 would be 2,600 square feet, lots 6-9 would have a total
built upon area allowance of 3,100 square feet and lot 10 would be allowed 6,962 square feet of impervious coverage.
Robert W. Gilbert, Scotch Bonnet Enterprises, Inc.
Page Three
According to the permit application and site drawings, the applicant is proposing to install a series of ten (10) individual
septic systems along the eastern property line. The systems (peat) would be located on a 39,519 square foot lot.
Approximately 13,600 square feet of impervious coverage would be allowed within the area. The applicant indicate6s
that he has obtained verbal approval from Onslow County for the construction of ten (10) on-site septic systems,
however no plan has been approved
In addition, the applicant has an approved Sedimentation and Erosion Control Plan (No.Onslo-2004-313), which was
validated on 6/10/2004 by the Division of Land Quality. Municipal water would be provided to the subdivision by Onslow
County Water.
As proposed, no portion of the subdivision, including but not limited to the dwellings, eaves, access roads, driveways,
streets and/or sidewalks will impact any portion of coastal wetlands or "404" type wetlands. The applicant has indicated
that individual lot development would be handled under the CAMA minor permit program through the Town of North
Topsail Beach.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 3.3 acres of high ground. The proposed
dwellings, street and drives would result in the creation of approximately 62,044 square feet of impervious surface. Total
impervious surface coverage within the 75' Estuarine Shoreline AEC would be 5,510 square feet. Future individual lot
owners would be required to obtain CAMA Minor Development Permits from the Town of North Topsail Beach for each
lot.
Submitted by: Jason Dail Date: July 13, 2004 Office: Wilmington
Form DCM-AlP-1
APPLICATION
(To be completed by all, applicants)
1. APPLICANT
a. Landowner:
Scotch Bonnet Enterprises, Inc.
Names /n Mr Rnhar+ W ?`; }.E,?
Address 124 Martin Lane
City Sneads Ferry State N . C .
Zip 28460 Day Phone [phone]
Fax N/A
b. Authorized Agent:
Charles F. Riggs, P.L.S.
NameCharles F. Riggs & Associates,
202 Warlick Street
Address P . O . Box 1570
City Jacksonville
State N. C.
Zip 28541 Day Phone [phone]
Fax [phone]
c. Project name (if any) Scotch
Bonnet Soundside
NOTE: Pennil will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Onslow
Revised 03/95
b. City, town, community or landmark
North Topsail Beach
c. Street address or secondary road number
N. C.Hiahwav 210 - Islan Dr;y_F
d. Is proposed work within city limits or plan
jurisdiction? yes No
e. Name of body of water nearest project (e.g. ri
creek, sound, bay) Banks Channel - St
Sound
3. DESCRIPTION AND PLANNED US]
OF PROPOSED PROJECT
Inc a. List all development activities you propose (i
building a home, motel, marina, bulkhead, pier,
excavation and/or filling activities.
Construction of Street, Water I
-Septic Fields, driveways and si
family dwellings
Dwellings to b p?rm;tto? b?
Minor CAMA Process
b. Is the proposed activity maintenance of an exist
project, new work, or both? New
c. Will the project be for public, private or commerc
use? Private
d. Give a brief description of purpose, use, methods
construction and daily operations of propos
project. If more space is needed, please atta
additional pages. Installation of Ka
and Septic by Backhoe, Construc
Streets I; 11 ( mb , a
of -*V4 r?aiDi
6" " ABC
of Dwells b S andard C s rt
Procedur6sl i _Jir
rr-

/?I?GCT ? n r
Form DCAJ-Alp-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 7 . 6 4 8 Acres
b. Size of individual lot(s) 6 , 077 Sq. Ft . to 69 , 137
c. Approximate elevation of tract above MHW or
NWL 5.0
d. Soil type(s) and texture(s) of tract
Newhan Sand'
e. Vegetation on tract Sparce wild grass within
-upland area
m. Describe existing }wastewater treatment facilities.
None, This application reflects
proposed septic area for all lots
and this will be reflected in the
in ivi ua Minor AMA Permit Applica
n. Describe location and type of discharges to waters
of the'state. (For example, surface runoff, sanitary
Sq Vagewater, industrial/commercial effluent, "wash
down" and residential discharges.)
No Surface Runoff State waters
Low Density Approach will be utilize(
for stormwater plan.
o. Describe existing drinking water supply source.
Onslow County will provide water
to the project. Minor CAMA Permit
applications will reflect individual
taps to Onslow County Water.
f. Man-made features now on tract Existing dirt
and gravel drive to northern adj oiner 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (co,,suir the tacal land ,cse pla,,.) In addition to the completed application form, the
following items must be submitted:
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Manufactured Housing Residential
i. Is the proposed project consistent with the applicable
zoning? ? Yes No
(Attach zoning COMPliance cenificme, if applicable)
Has a professional archaeological ass ment been
done for the tract? Yes No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or a igible property?
Yes or
No
1. Are there wetlands on the site? /Yes No
Coastal (marsh) Other ( 4Q4 )
If yes, has a delineation been conducted? y2s_
(Attach documentation, if available)
Revised 03195
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that origin preferred and
only high quality ril Ybe a Blue-line
prints or other only if an
adequate q
appli e vided by

Engin ardi orps of
u f larger
drawings. ite p is of plat
requireme it
guide agenc'
rso I
A suffi 'ent y detailed to

ea to the
%ft
L
l?
-G 1 cc-. -?7 , c 2 A.
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name SEE ATTACHMENT
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/9-
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application'will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ;R 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 10th day of March J 2004
Print Name Charles F. Riggs ,
Signature
Imido%ner or
Please indicate attachments p
project.
0or e m" ? -'If
i?
e
•
V a SEAL
CC L' 2981 C) C-1
?G
A
?+r+rrr a ?j1??
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges erts
DCM MP-6 Marina t
NOTE: Please si anse each chment in the
space ar theprtom of e?j form.
OP
G
SI?E? 3 of 54-
Fot`m DCA1-A7(P-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-I. 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 Proposed private street ,
water, septic fields i
b. Number of lots or parcels 10 Lots, Septic
field and Common/Recreational Area
c. Density (give the number of residential units and the
units per acre) 10/7.648 or
1.31 units/acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
. X03 Acres 1 Q?2? 874 5;n ET-.
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes V No
If yes, date submitted To be submitted with
CAMA Application
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
6" ABC for base having 21' width
2" 12 asphalt having 20' width
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?
Yes _V No
If yes, date submitted To be submitted
with CAMA application
Describe proposed method of sewage disposal.
_Sewage to be handled by private
peat systems
Have the facilities described in Item i. above
received state or local approval? Private peat
(Attach appropriate docununtation)
systems have been verbally approved
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).
Utilizing he Low DenG;i-yADprnar•
all:stormwater to sheet flow through
project. .
j•
k.
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Onslow County water
m. Will water be impounded? Yes V No
If yes, how many acres? N/A
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Scotch Bonnet Soundsid
g:` Give the percentage of the tract within 75 feet of APPn e9 Name
MHW or NWL, or within 575 feet in the case of an /? V
Outstanding Resource Water, to be covered by Signature
impervious and/or built-upon surfaces, such as Q„ d
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. Date
5,510 Sq.Ft. /0.126 Acres
Revised 03/95 400 copies of this public document were printed at a total cost of
orp copy.
_ 1 A- _ ? w
CHARLES F. RIGGS & ASSOCIATES, INC.
202 WARLICK STREET
P.O. BOX 1570
JACKSONVILLE, NORTH CAROLINA 28541
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: [e-mail]
NARRATIVE FOR SCOTCH BONNET SOUNDSIDE
Scotch Bonnet Soundside is a 7.648 portion of a 53 acre tract located on the northern side
of N.C. Highway 210, lying east of the Town Line of Surf City and North Topsail Beach.
The tract has a width of 602.13 feet and an average depth of 553 feet from the northern
right-of-way line of N.C. Highway 210 to the normal high water line of Banks Channel.
This portion of the tract served as a mobile home park, servicing approximately 18
homesites. All mobile homes have been removed to date. It is the intention of Scotch
Bonnet Enterprises, Inc. to develop 10 single family lots with asphalt street, Onslow
County water, private peat systems with common recreational area. Scotch Bonnet
Enterprises, Inc. will construct all improvements as shown on the enclosed plan, with the
exception of the single family dwellings. This application is for the construction of all the
items within the proposed subdivision with the exception of the proposed single family
dwellings. These dwellings will be permitted by the Minor CAMA Permit Process.
All development will lie completely upon uplands. The 404 wetland delineation and
coastal wetland delineation have been performed and approved by both the U. S. Army
Corps of Engineers and Division of Coastal Management, respectively, and is illustrated
on the plan.
This property is presently zoned Manufactured Housing Residential. This allows for the
construction of the plan as submitted. This plan is also consistent with the Town of North
Topsail Beach Land Use Plan.
This project has received preliminary approval from both the North Topsail Beach
Planning Board and the North Topsail Beach Board of Alderman. Final Approval of the
Project will be granted upon the State's approvals of the Water Plan, Sedimentation and
Erosion Control Plan, Stormwater Plan and the CAMA Plan.
A sedimentation and erosion control plan will be required
accompany this plan.
This property does not fall within the area of environme:
Resource Water, however is adjacent to SA waters. There
will not exceed 25% of the area above the normal high water
for this pro' q 1
eM of Qut ding
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A storm water plan will be required for this project and the Low Density Approach will
be utilized. The stone water plan will accompany this plan.
The Onslow County Health Department has verbally approved the use of individual peat
systems for ten (10) single family dwellings. The design as shown is the actual design of
the Onslow County Health Department.
A Waterline Extension Permit will be required by the State of North Carolina. This
application has been submitted and approval is pending.
This property is located in a High Hazard Flood Area and a properly executed AEC
Hazard Notice is enclosed.
This property is located in Flood Zone VE with a base flood elevation of 12' + 2'.
Therefore, the lowest horizontal member of each structure must be constructed at an
elevation of at least 14'. This will be addressed individually with Minor CAMA Permits.
This Property is eligible for Federal Flood Insurance. The average elevation of the site is
5' (NGVD 1929).
The adjoiners have been contacted by certified mail return receipt requested and the green
cards are attached.
K CAR©
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Charles Francis Riggs L L-2981= ` 2? SEA!
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A LAND ~ I, CHARLES FRANCIS RIGGS. PROFESSION L ~ siTE P E TOTAL AREA y ,9
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE I . ~ ~ ~
SURVEYED THE PROPERTY AS SHOWN HEREON IN 'y I 333147 S . Ft. m~ , q 210 o y cro C HWY. ~ oy/
ACCORDANCE WITH THE STANDARDS OF PRACTICE ~ F » » I ~ 7.648 ACRES N• ~ pR• Gy o
FOR LAND SURVEYING IN NORTH CAROLINA. THAT ~ ~ a~ R~~ ~
I OF PRECISION AS CALCULATED BY I / THE RAT 0 LATITUDES AND DEPARTURES IS: 1:10.000+ I A~g A R A oR~ ti
i G 6. RODAE E
P , 16 082 S .Ft. a QSP~~ ~~`)E i '
1 0.369 ACRES ~o o ~ ~
- 981 I ~ CHARLES FRANCIS RIGGS P.L.S. L oo~P T $ E ~ ~C
I ~ N q. ~ oa ~ P~
y F ~I ~ SEPTIC AREA
J 0 E ~ ~ ~ P % ~ ~ I ~ ~ ~ R 1 ~ 5a F ~ 39,519 S . t. 5 q
~ `AIE E , RTY IS LOCATED P VV THIS IS TO CERTIFY THAT THE SUBJECT PROPE g I P 6 VICINITY SKETCH 0.907 ACRES
. . „ ~ , FOOD ZONE VE ELEV.=12 +2 WHICH IS P' IN L ~ I ~ G ° ~ 5~ GG G,a NOT TO SCALE i J~'
BY THE P RD AREA AS DETERMINED A SPECIAL FLOOD HAZA ~ G
THE NATIONAL 0 \ , FEDERAL EMERGENCY MANAGEMENT AGENCY, AND '~j P. ~ ~ 0 5a COMMON AREA
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER I G ~ 51~. 77,509 S .Ft. POSED
70466 0009 B JANUARY 21 1998 'y Q' 3 ~ Iti q AREA OF PRO N
N ~~r 0 ~ SITE CALCULATIONS \J ~ ~ ¦ o0 1.779 ACRES RBANCE w LAND DISTU I III III~III ~ o
o a 143 874 S .Ft. q
CRES ~ L17 188,643 S .Ft. 4.331 A RESIDENTIAL AREA: q I ~ oo ~ 1 0 LOTS R S o~ 3.303 AC E
77 509 S .Ft. 1.779 ACRES ~ COMMON AREA: , q I ~ ~ .Ft. 188,643 S
39 519 S .Ft. 0.907 ACRES q,' . SEPTIC AREA: , q ~ 5 6 q o
27 476 S .Ft. 0.631 ACRES , I 22 ~ ROAD AREA: q 10 4.331 ACRES rri
7.648 ACRES I ` TOTAL ACREAGE TO SUBDIVIDED: 333,147 Sq.Ft. S .Ft. OF IMPERVIOUS Q
0 S .Ft. 0 ACRES I TOTAL ACREAGE REMAINING: q ' A C SURFACE WITHIN 75 E
VE NHWL: 248176 S .Ft. 5.697 ACRES TOTAL LOT AREA ABO q 9 ~ 5 510 S . Ft.
1.951 ACRES ~ HWL: 84 971 S .Ft. ~ ` TOTAL LOT AREA BELOW N q _ q
RES ~ i'-- 333147 S .Ft. 7.648 AC TOTAL ACREAGE: q 8 ~ ~ w\~, ~ N M
N O (.rl
10 . NUMBER OF LOTS ~ TALE OF IMPERVIOUS ~n ~ PERCEN ~ ~ N P` ~
18 864 S .Ft. AVERAGE 0.433 ACRES ~ SIZE OF LOTS: q ~ ` ~ SURFACE WITHIN 75 AEC
S .Ft. MINIMUM REQUIRED 6 5 000 ) q ~ w ~ ~ ~ G 0 ~ 5.6~
0 ~ ~ ~ ~
T: .140 ACRES (LOTS 2-5) ~ SIZE OF SMALLEST LO 6,077 Sq.Ft. / 0 Oi N ~ P ~ F r- 3 ~ ~ ~ ~ 0 F
PROPOSED LENGTH OF STREET: ~ 892 ~ S. ~ o ~ ~ O N ~ ~ ~ - r-
_ ~ ~ ~ ~t ~ ON O~- Q, ~ O r- O N p,~ ~ r P LINE TABLE
ALLOWABLE IMPERVIOUS SURFACE - COASTA LOT LOT AREAS ~ o - rn o 3 d- ~ + G BEARING DISTANCE ~ O LINE
Ft. ~ WETLAN S T 1 6,811 S .Ft. 0.156 ACRES 2,600 Sq. ~ LO q i~ O ~ ~ ~ L1 S60'18'00"W 46.27' ~ W ~
6 077 S .Ft. 0.140 ACRES 2,600 Sq.Ft. .o rn LOT 2 q ~ cv o cv .O CD ~ ~ ~ N L2 S00'52'46"E 25.14' ~ ~ N / R V D OASTAL WETLAND . o N APP 0 E C .
T 3 6,077 S .Ft. 0.140 ACRES 2,600 Sq.Ft. ~ ~ LO q - „ ~ N ~ ~ L3 S60 25 40 W 49.03
6 077 S .Ft. 0.140 ACRES 2,600 Sq.Ft. ~ _ o 0 LOT 4 q _ o ~ ~ " ~ ~ w I Y C AM A & L4 N70'46'05"W 18.43' o ~ DELINEAT ON B ~ O 00 L5 11'26'57"W 29.34' ~ ~ S
T 5 6,077 S .Ft. 0.140 ACRES 2,600 Sq.Ft. _ N LO q ~ N ~ III ~ APPROVED 404 WETLAND Ls s52.59'37"w 39,43'
T 6 20,912 S .Ft. 0.480 ACRES 3,100 Sq.Ft, o LO q , , O , n""' / " ~ ~ L7 852'03'22 W 66,46'
7 21 747 S .Ft. 0.499 ACRES 3,100 Sq.Ft. ~ ~ LOT q 4 4 ~ DELINEATION 8 ' "w 53.70' u `v L S47'S0 49 N 'C, "
22 583 S .Ft. 0.518 ACRES 3,100 Sq.Ft. N. ; LOT 8 q ~ ~ ~ , P L9 S84'S312 W 30.86 BY U.S. ARMY CORPS OF , cn EIR I ~ L10 S76 55'28"W 43.98
w T ANDS E 9 23,145 S .Ft. 0.531 ACRES 3,100 Sq.Ft. cn LOT q , ti~ < ENGINEERS L1 i S45'57 o6"W 32.91
S 6 962 S .Ft. LOT 10 69,137 Sq.Ft. 1.587 ACRE q ~ ti, ~ROPOSED L3 110 h LIM S L12 N82'o2'1o"w 20.90'
519 S .Ft. 0.907 ACRES 13,600 Sq.Ft. SEPTIC AREA 39, q SILT FENCE ON 07 12 99 L13 Nos'S2'3e"w 27.21' ~ „
ACRES 45 962 S .Ft. T TAL AREA 228,162 S .Ft. 5.238 q ~ • J ' 0 q L14 S36'49'43 W 27,07'
, i I I 2 .Q l~j L15 S02'40'49"W 18.26' I I ~ 1.T . ~ MI I I ~S O ~ L16 S45'25'26"w 49.97
~'s ~,~e . a v I ci ~ v v o ~ O L17 S62'49'55"W 63.33'
OWNERS f) i ~ ~ I ~ ~ I I ooo~.o° O' ~ L18 N705117 W 23.70
SCOTCH BONNET ENTERPRISES, INC. , N 2 N , ~ LYMIT~, EA I -o ~ " L o 36.0 I ~ L19 N38 25 00 W 37.28 ~ ~ ~I I
C/0 ROBERT W. GILBERT ~ , ~ ~ _ _ _ _ , 00 m I ~ L20 N16'25 50 E t 8.09'
12 ~ ~ I~ oor-- 4 MARTIN LANE ~ ~ V COMMON ti _ ~ \ • I r ~ I ~ O 'I ~ , L21 N82'21'14"W 18.59' 00 \ r7 00 _ _ _ ~ i . i ~
SNEADS FERRY, N.C. 28460 ~ ti ~ ~ I. ~ RECREA~I~NAI~~AREA O I ~ r i ~I . ~ - _ ~ ' NI ~ i r L22 N27'28'53"W 74.95' r- ~ ~ I ~ ~ L23 7'1 '44"W 5.35' O ~ ~ i i N3 8
[phone] ~ 36.0 I t,, ~ . , " . 6' I , ~ 'Y i L24 N00 54 53"W 5 0
- y ~ i D L25 N24'45 41 W 47.88' 20 M.B.L__
N Es: O ~ UPLANDS ~ REFERE C ~ , .p O - ~ n L26 N12'10'S2"W 2,40' ~ 36.x' ~
~ ' ~ TST 1 O W D.B. 414 P. 200 ~ # . , ~ \ I` O ~ RIVE v ( ~ n NOTES: ~ DRIVE ~ rn ~ I I ~ m
r- V V V I '~O D.B. 1111, P. 825 ~ CO oQOOOO i ~ N ' I I ~ ~ PROPERTY IS PRESENTLY UNDEVELOPED. THE PLANNED 6.0 „
~ , ~ o~o„o„ 36.0 o ~ D.B. 1112, P. 25 ~ ~ ~ ~ CLEARING LIMITS DRIVE 43 , ~ ~ z Low ~ ~ N61 22 30 W 95. USE IS SINGLE FAMILY RESIDENCE, USING ONS D ~ -------------------a
Q ~r li j , D.B. 1341, P. 67 i , 20 M.B.L. ~ ~ O • ~ ~ O WATER AND INDIVIDUAL SEPTIC TANKS. _ to _ _ ~ I ~ COUNTY ~ 5 _ CO
.r ~ - ~ _ I g,4 ~ I'd- ~i ~'"~7,'%-?S'%~r~'~'~I ~ D - HAVE INTERNAL ACCESS ONLY. _ , pRIVE _ ,3 ( I ~ ~~,0,~~,50~ ~ ` ,n 0 ALL LOTS TO
~ D.B. 1386, P. 645 O ~ ~ { I PROPOSER'" _ DIVE ~ ~ O I L A I T FENCE ~ - \ Ip ~ I 1__..Lt'c'uJJJJ1J ~ V! ' '2.00 ~ ~ ~ -
~ ~ D.B. 1727, P. 528 , ti ~ S L ~ 52.00 5~ - \ ~ 1~ V' 9`4.81 r 52.DQ. - ~ ~ ~ I ~ I ~ ~ ~ f~l 50 R -REPAIR AREA I ~ , ~ 1 I ~ I J ~ 50 S-SEPTIC SYSTEM
r~ 2 d- , ,t U ~ D.B. 1840, P. 22 G1 s8~ 1 ~2 30"-W 367T2~ O I ~ -----+------~--------N , ~cn I ~ CO ~5 ~ ~ ~
~ M.B. 9, P. 71 , " _ 5 R W STREET ° ~h ~ NDSI~E~ P~R 4~ED 2 SCOTCH BaNidET SOU ~ , ' - X0.47 L--r-----r - ~ . Z ~ ~ 4 T 20 ASPHALT PRIVATE t O -P THE COASTAL WETLAND LINE FLAGGED ON 04/08/0 STREE
~lJ M.B. 29 P. 171 ~ 3 7.38 • ~ ------1----------------------------N 6 2 X30 ~ I ~ / \ I -I fTl 3 N61 ~ W ~ BY CAMA MATCHES THE 404 WETLAND DELINEATION LINE
~ N i~ ~ , U ~ ~ ~ _ - _ ' 52.00 ~ ~ ~ ~ ~ I ~ ARMY CORPS 110.18 O ~ , , ~r_~_~,,,~ FLAGGED 0(~ 07/12/99 BY THE U.S.
y ~ 32;00 52.00 52.00 _ _ ~ PROPERTY ZONED MHR , 3920,- o ~ ~ I I T I ,;~~50 S :~~~1 (Tl O ~ ' /I I 4~111it~tLLGJ~.1 n I ~ OF ENGINEERS. ~ ~
m Z err ry ' o o ° ° rn ~ SETBACKS: ~ W N rr',: ~ ~ ~ rn _ o _ ~ oo \ ~ I r10~ I co " I r'~a i ~ ~ LEGEND
~ FRONT = 20 ~ O I , , , 20 M.B.L. r- r i I I ~ ^ _ ~ E r_ I,~ 1 ~ / ~ i I, ~W' I , -O ~1 SCM -SET CONCRETE MONUMENT (CONTROL CORNER)
I _ PROPOSED i ~ ~ ~ ~ ~ DRIVE ~ DRIVE REAR - 30 CAMA 404 WETLAND) ~ o , dRI~/E ~ DRIVE ~ DRIVE ( ~ ----r I ~ ` ~ 1 ~ I ~ I ~lJ y ' ' ~ 115.1 ~ I ' ~ :U IR =SET IRON ROD
1J W SILT FENCE ~ ~ ~ ~ ~ ~ ~ ~ W SIDE 8 ~ ~ ~ ~ o 0 0 _ ~~~,40S„~ I ~_L~ I ,cnl I \ ~ S I N111LL~L~~~ ' I La ' r~ rTr ~ ;rm" i f SMN =SET MAGNETIC NAIL (CONTROL CORNER)
~ _ rn o o ~ I I ~ CORNER = 15 , ~ ~ , ~ ~ o ~ o ~ I D PTI FIELD I ~~~5o S I ~ PROPOSE r ~ , N ~I I ~ I I ________I J111jjj1L'L I EIR =EXISTING IRON ROD (FOUND)
_ < ~ o 0 36.0 ~ ~0 Q - 50 ~ ~ ~ ~ ~ 36.0 36.0 ~ MINIMUM WIDTH ~ y> ,N 36,.0 ~ ~ ~ k ~ i I ~ ~ ~ z ~ I ' \ _ / ~ I ~ ' J _ ECM =EXISTING CONCRETE MONUMENT (FOUND) _
MINIMUM SIZE - 5,000 q ~ ~ ~ ~ o ° / o ° o ~ 5 I ' I ~ I I r'~ ; rrr,~ I / PK =PARKER-KALON NAIL FOUND
o o 3 ~ 4 . ~ 1 ~ ~ ~ o I F r i ~ i I O I I r12 ~ I ~ L-1------------'~ I EIP =EXISTING IRON PIPE (FOUND)
~ NOTE: ~ ~ - p~ p O r = Q = .697 ACRES i~'~ ¢ - - ~ ~ ~ I Yrr,,,40 S~ ~a ' I ~~%,'42 S;;; I ,,,I I _,.r_~_ I EMN =EXISTING MAGNETIC NAIL (FOUND) " I VN•,~~,•,~~i,~ I ~i01 I (N~,////iii~l I (~,I I ~Wi42S~iii,~ -
TOTAL AREA ABOVE NHWL 248,176 Sq.Ft. 5 0 ~ - ~ ~ ~ - RES ' ~ oo - - ~ 2c 29 I L~,=,~(.G~JJ~1J I ~ C_~?'.jJw11~.1J I R/W -RIGHT-OF-WAY ~ I ,U11 I I ~~.I I I~":.. ~.~.~J~~
OF TOTAL ABOVE NHWL - 62,044 Sq.Ft. 1.424 AC ~ ~ ~ C~ 25% ~ D N~ ~ ~ ~ ~ ao N ~ ~ = 12,742 S .Ft. 0.292 ACRES ~ N I ' '%a i i ''%~%I I ~ =CENTERLINE
PROPOSED ASPHALT ROAD q , ~ cv N N _ J, ~ ~ ~ = ACRES ~ Z - - ~ ~ - ~ ~ i = I IMUM BUILDING LINE 'N CL ~!-R~~ ~ ~ ;ar,. MBL M N
~ PROPOSED GRAVEL ROAD 3,340 Sq.Ft. 0.076 ~~g - _ _ _ ~ ~ ~ ~ ~ ~ i CLEARING _ _ ? = 45,962 S .Ft. 1.055 ACRES ~ ~ 5 .00 -5-2-00 52.00 ---~Q 13 - R W ~ / _ )0 _ N F -NOW OR FORMERLY /
n ALLOWABLE FOR DWELLING/EAVES/DRIVES q 30.00 59.00 0 5 .00 s > O ° C.C. =CONTROL CORNER
.13 602 ~ W , 2 30 z 61 2 S 13 ~
LI N • ~ 1 = MB R ROVED LOT NU E UNT Y APP SLOW CO ON N
~ Oo p ~ I v o ~ '-5--. - ~ 00 - 5 - - - - - - - - - - G-.~--------- -------a _
10 2 o AY HW HIG . C . ~ ~ o - - - RESS - - 101 ADD - O - ~ O
c.c. ~ o _ _ _ _ _ _ _ - - - ~ - a ~ i i I ~ =NORMAL MEAN HIGH WATER LINE
EPK 4 15 E 330.01 o c.c. _ _ N 61 8 _
~ - - PK - -SUBDIVISION UPLAND AREA
7 - 5 , rri
PHALT-PUBLIC ~ 100 R W AS
3 ~ 0 0
~ W ~m ~ o W GRAPHIC SCALE - R/W
Y I ~ ~ O O L.L.. ti~U{lfltfl{, Q 40 0 20 40 80 180
I R W o 'r.-- i /
~ ~ ~ ~ NET OCE ~ o . P ~ ~ . SCOTCH BON - Q t .a~ ~ ~ ASEP JNET OCEANSIDE
~E~; { 're = RIVATE 30 ACCESS & UTILITY E ~ R ~ LIVEU = ~ (P _ .2 ~ MENT - 20~ ASPHALT) ILITY EASE (IN FEET )
~ Z ~ ~ 3 ~ _ ~ 1 inch = 40 ft,
JUL 14 2004 I- C-~ ~ _ ~ Q ~ r,~ ;
° 6 5 :,,k.,~ e°°~, 3 2 REVISION: JULY 121 2004 LINE TYPES IMP/NMHWL 4 5
'~;w~~,"" r ~ g 8 7 ~ 1 REVISION; JUNE 3, 2004 DIRT RD/DWELLING LOT 6
REVISION; APRIL 20, 2004 /WETLANDS
f'NAR.T,F~ F. re~~e pl eNl REVISION; MARCH 29, 2004
y v^ OF ` DATE: MARCH 3 2004 DRAWN BY: EVwql17 J.i?IEGEI.
- CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, Y LAND SURVEYING OCEANSIDE
~ LAND PLANNING & COMPUTER MAPPING SCOTCH BONNET OCEA~ NOTES: (M. B. 44 P. 3 0) 30) SCOTCH BONNET SOUNDSIDE FIELD BOOK: IND. PAGE: 10 CHECKED BY:
3 202 WARLICK STREET 7.648 ACRE TRACT COMPUTER: CDRw\wS3\PROJ
P.O. BOX 1570 THE RECEIVING WATER COURSE IS BANKS CHANNEL ADJACENT TO
JACKSONVILLE, N.C. 28541-1570 w STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA PROJECT NUMBER: 02-02-01
TELEPHONE: [phone] THE ATLANTIC INTRACOASTAL WATERWAY, AND IS CLASSIFIED SA HQW. FACSIMILE:[phone] N.C. HIGHWAY 210-ISLAND DRIVE, TOWN OF NORTH TOPSAIL BEACH SHEET 2 OF 3
Y E-MAIL: [e-mail]