20040357 Ver 1_COMPLETE FILE_20040229

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 200501140
August 25, 2005
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
o ??od? o
AEG 2 '6 IN5
JT?
DENR? ST E?p? BRpNCH
wEn-?
Reference the application of Seaside Developers' for a Department of the Army permit to
construct two piers at Seaside Village Subdivision, adjacent to the Atlantic Intracoastal
Waterway, just east of 9t' Street, on Highway 210, just north of Surf City, Onslow County, North
Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
P
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land-clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. . This permit does
not authorize temporary placement or double handling of excavated or fill material within waters
or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
6. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will be made by
the permittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the authorized work for reason other than safety.
7. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U. S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
8. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
9. The Permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The Permittee is not relieved of this
requirement if he abandons the permitted activity without having it transferred to a third parry.
10. Approval of the structure was based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
11. The permittee shall advise the Corps in writing at least two weeks prior to beginning
the work authorized by this permit and again upon completion of the work authorized by this
permit.
2
P
12. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
13. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
14. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant. -
15. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct,
restore the water or wetland to its pre-project condition.
16. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
17. The West Indian manatee (Trichechus manatus), which is listed as a federally
endangered species, has been reported in the waters in Onslow County. In order to protect the
West Indian manatee all work should be done during the period from November 1 to May 31. If
work must be done during the period from June through October the enclosed guidelines,
entitled "Precautions for General Construction in Areas Which May Be Used by the West Indian
Manatee in North Carolina" must be followed.
Questions or comments may be addressed to Mr. Henry Wicker, Wilmington Field
Office, Regulatory Division, telephone [phone].
Sincerely,
Henry Wicker
Regulatory Project Manager
3
4
Enclosure
Copies Furnished (without enclosure):
Ms. Cyndi Karoly V
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal
Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
4
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: a Steenhuis
WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Seaside Village S/D Mark Evans Seaside County Onslow
Project Number 04 0357 County2
Recvd From DCM Region Wilmington
Received Date 2/24/04 Recvd By Region
Project Type 12 lot S/D roads utilities swimming pool and pool
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
CAMA high O 7 O N 18-87-3 SA ORW 30,624. 2.40 ?-
1 OY ON F__F_F_F_F_F_F_ F_F_
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O YO N Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y 0 N Recommendation: OQ Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
No 401 is required. No wetlands are being impacted.
cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
February 23, 2004
EXPRESS PERMIT
MEMORANDUM WETLANDS 1401 GROUP
TO
FROM:
Mr. John R. Dorney
Division of Water Quality
Jason Dail
Express Permits Coordinator
FEB 2 4 2004
WATER QUAL17YSECTI01V
SUBJECT:
Applicant
Project Location:
',
41
CAMA/DREDGE & FILL Permit Application Review o
Mark Evans/ Seaside Developers, LLC for Seaside Village Subdivision °
North of 9th Street, along NC Hwy 210, North Topsail Beach, Onslow County ?.0>
Proposed Project: To develop a 12 lot subdivision including: roads, utilities, swimming pool and pool house.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 16, 2004. If you have any questions regarding the proposed project, please contact Jason Dail at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Mark Evans / Seaside Developers, LLC for Seaside Village Subdivision
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 1995: 25-316, F-R, 13,14 1989: 4-173-9, H-S, 13,14
State Plane Coordinates - X: 2448958 Y: 257288 Rover File: 0-012616A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/26/2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 1/23/2004, completed 2/20/2004
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of North Topsail
Land Classification From LUP - Developed
(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 - 12 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
Graded 2.4 Acres
(D) Total Area Disturbed: 104,544 sq. ft. (2.40 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA. Open: No
8. PROJECT SUM IIARY: The applicant proposes to develop a 12 lot subdivision including: roads, utilities,
swimming pool and pool house.
Mark Evans - Seaside Developers, LLC
Page Two
9. PROJECT DESCRIPTION
Charles F. Riggs and Associates, Inc., on behalf of Seaside Developers, LLC, 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 9' street, approximately 0.2 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 2.6 miles from the intersection of Hwy 210 and Hwy
50. Scotch Bonnet Enterprises, Inc. borders the property to the south and Sound Side Park Developers borders the tract to
the north.
Seaside village is a 2.90 acre portion of a 22.621 acre tract that is dominated by both coastal wetlands and "404" type
wetlands. The applicant has submitted a subdivision plat to develop the high ground portion of the tract (approximately 2.9
acres) located between Highway 210 and the AIWW, adjacent to Stump Sound. 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 Southern Wax Myrtle (Merica cerifera), Yaupon (Ilex vomitm ia), and Red Cedar (Juniperus virginiana)
exist on water ward side of the site, bordering the AIWW. 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 3400 feet towards
the AIWW. The property also contains three (3) single-family residences, which are currently being constructed. The
existing dwellings were individually permitted through the Town of North-Topsail Beach under CAMA Minor Permits.
The 2.9 acre tract has approximately 292 linear feet of shoreline along Stump Sound. As previously mentioned, vegetation
along the high ground portion of the tract consists primarily of Southern Wax Myrtle (Merica cerifera), Yaupon (Ilex
vomitoria), and Red Cedar (Juniperus virginiana). 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
alterniflora) is the predominant species. The shoreline in this areas is not bulk-headed. The proposed development
averages approximately 105 feet landward of mean high water (MHW), along the western edge of the property.
The waters of the AIWW adjacent to the project are classified as SA by the North Carolina Division of Water Quality. They
are designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are CLOSED to the
harvest of shellfish. 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 121ot subdivision. Development would include grading and filling, approximately 2.4
acres of the property, for road construction and lot preparation. Individual lots sizes would average 8,031 square feet - a
density of 4.14 units/acre. Access to the lots will be provided by the construction of a single road (Seaside Lane). The
road would provide the subdivision with one entrance and exit from Highway 210. The asphalt road would circle the
common area containing the pool and pool house. Seaside Lane would consist of a 24 foot right-of-way and a 12 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
Mark Evans - Seaside Developers, LLC
Page Two
2/20/2004. Municipal water would be provided to the subdivision by Onslow County Water. Sewer service would be
provided by North Topsail Utilities, Inc. under sewer permit # WQ0021522.
Within the center of the subdivision, the applicant is proposing to construct a community swimming pool (approximately
18' x 31'), including a 12' x 21'pool house with restrooms. The pool facility would be located within a 0.597 acre
open space surrounded by lots 1-12. The proposed bathhouse (including eaves) and side walks, within the common area,
would total approximately 3389 sq. ft. 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.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 2.4 acres of high ground. The proposed
dwellings, street, pool and pool house, walkways and drives would result in the creation of approximately 31,811 square
feet of impervious surface. Total impervious surface coverage within the 75' Estuarine Shoreline AEC would be 0.0%.
The applicant has applied for an Express State Stormwater Permit with the Division of Water Quality, however a State
Stormwater Number has not yet been issued. The applicant anticipates that once issued under the low-density (25 %) option,
the Stormwater Permit would restrict the total maximum built-upon area of the subdivision to 31,811 sq. ft. or an average of
7,952 sq. ft./lot. Future development of individual lots and would require individual lot owners to obtain CAMA Minor
Development Permits from the Town of North Topsail Beach.
Submitted by: Jason Dail Date: February 23, 2004 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Seaside Developers, LLC
NameC/O Mr. Mark Evans.
Address P.O. Box 2294
City- Wilmington, State NC
Zip 28402 Day Phone [phone]
Fax ( 910 )328-1824
b. City, town, community or landmark
North Topsail Beach
C. Street address or secondary road number
Island Drive/N.C.Highway 210
d. Is proposed work within city limits or planning
jurisdiction?_ yei No..
e. Name of body of water nearest project (e.g. river,
creek,'sound, bay) Banks Channel/
Stump Sound
3. DESCRIPTION AND PLANNED USE
b. Authorized Agent: OF PROPOSED PROJECT
Charles F. Riggs,P.L.S.
NameC_harles F Riggs--& Associates, Inca. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
202 Warlick Street excavation and/or filling activities.
Address P.O. Box 1570 Con r , t i pn of street-,
water.
sewer, driveways single family
City Jacksonville. State NC dwellings and common area with
_pool and restroom facilities
Zi 28541 Dwellings to be permitted by Minor
p Day Phone (910) 4 5 5 - 0 8 7 7 b. Is the proposed activity mainted9&WofPAfir6k4s!fi§g
p (910) 4 55- 903 3 project, new work, or both? New
C. lthe project be for public private or commercial
.1; \
es - riva e
c. Project name (if any) Seaside Village \?,us P
d. Give a brief description of purpose, use, methods of
cotruction and daily operations of
Y proposed
NOTE: Pernat will be issued in nano of Imidowriir(s), and/or t?project. If more space is needed, please attach
p,njed„a»,e, `oF'-. -additional pages. Installation of Water
.,, iid Sewer by Backhoe, Co`ns.truction
of Street with motor . gra er, apply
an . Construction of
2. LOCATION OF PROPOSED Dwellings by Standard construction
PROJECT Procedures
a. County
Onslow
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 22.621 Acres
b. Size of individual lot(s) 6, 378 S q. F t. to
10,910 Sq. Ft.
c. Approximate elevation of tract above MHW or
N Y& 5.0'
d. Soil type(s) -and texture(s) of tract.
Newhan Sand'`
e. Vegetation on tract
Sparce wild grass within upland
area
f. Man-made features now on tract Three
Single Family Dwellings under
Construction
g. What is the CAMA Land Use Plan land
classification of the site? (crosuu ae tocat land use pi m.)
Conservation Transitional
Z Developed Community
Rural Other
h. How is the tract zoned by local government?
Manufactured Housing Residential
i. Is the proposed roject consistent with the applicable
zoning? Yes No
on-cb zoning compliance cernficwe, if appHcabie)
m. Describe existing wastewater treatment facilities.
Project'to be served by North
Topsail Utilities, Inc. by
Sewer-Permit WQ0021522
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.)
No Surface Runbff to State Waters,
Low Density Approach utilized for
Stormwater Plan
Describe existing drinking water supply source.
_Onslow County dater will provide
water to the project through
local and stage permit
o.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the ' deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus'written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawin s) draw to scale in bla
J. Has a professional archaeological asses ent been
asses g n
c
ink on an 8 1/2" by I1" white paper. (Refer to
done for the tract?. Yes Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? N./ A detailed description.) .
k. Is the project located in a National Registered r; 4 -Please note that original drawings are preferred and

Historic District or does it involve a National
/ Lowy high.quali copies will be accepted. Blue-line
Y _ tY Pi

Register listed or e • able property? 1 ??
prints-ori Aer larger plats are acceptable„only if an
Yes No n -- adequate number of quality copies are provided by
f

•
applica& (Contact the U.S. Army Corps of
E
i
ee
`
di
h
'
1. Are there wetlands o the site? Yes
, No ' -
ng
n
rs
regar
ng t
at agency
s use of larger
d
s

?
Coastal (marsh) Other / (404) awin
A site or location maP is a Part of plat
?.- . _.. g •) . i
If yes, has a delineation been conducted? Yes requirements and it must be sufficiently detailed to

(Aaach docu nm adon, if avattabke) k
guide agency personnel unfamiliar with the area to the
' Revised 03/95

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 Scotch Bonne En erpriseg Inc.
Address 124 Martin Tana
Phone Sneads Ferrv N.C. 28460
Name Sound Side Park Devel on2X_1',_
Address 6709 Falcon Pointe
Phone Wilmington, N.-C. 28411
Name NT / A
Address _ P J/ a
Phone N/A
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Wastewater Collection WQ0021522
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 03195
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 ;,i 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
Pmjec
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 25th dav of November19 2093
Print Name Charles F Riggs, P . L . S .
Signature
Lmidowner or .lrtborized
Please indicate attachments pertai ng to your proposed
project.
DCM MP -2 Excavation and Fill Information
%/ DCM MP-3 Upland Development.
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please signs a " ; w'
?e ' eac?i attachment in the
space prbvided_& the bonvm of each form.
tom, _
iv), E N -1
C O.r, S
??E?, 3 0 r I
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h
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 Prolanspa Pr; ??a+ o cztreet,
water,sewer, conLnon area w;th - troomi.
facilities and pool
b. Number of lots or parcels 12 Tot-a!
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 _ ? No
If yes, date submitted To he uhmi t-i-er7 2 15
Describe proposed method of sewage disposal.
Community Sewer with North Tot)sai l
Utilities, Inc. Permit Enclosed

c.
Density (give the number of residential units and th j. Have. the facilities described in Item L above
e
units per acre) 12/2.900 or received state or local approval? ' Yes

4.14 units/Acre (Aash appropriate documenmdon)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff

including roads, ditches, etc, ,
sanitary wastewater, industrial/commercial effluent

2 - 4 Acres ,
"wash down" and residential discharges).
All
'

e.
If the proposed project will disturb
more than one S1
nrmwna o, + .. i. 4- f 1 n
through nroj P? t t r mss, D
; t
.
acre of land, the Division of Land Resources must n s
y n rnaci
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g, well, community, public system, etc.)
control plan been submitted to the Division of Land Onslow County Water -
Resources? -yes y/
No
_
If yes, date submitted To be submit ed 1 2 i 15 0.3. ,W i. Ovate e,impounded? Yes _? No
\

f. If '
y es;' howl, many acres? _ N/A
List the materials (such as marl, paver tone;
asphalt, or concrete) to be used for paved surfac
els. n, „If,-thb project
'is a oceanfront devel
h
_
6" ABC for ease - 131 Width ,
opment w
en
was the_lot(s) platted and recorded? N/A
_2L-12 acTlha i- - 1 2 1 wi rith ?i 0 - ? •.
-it4 cc, leas i d _ yi 1 1 age
g. Give the percentage of the tract within 75 feet of Applicant or Pro* t Name
MHW or NWL, or within 575 feet in the case of an
`Y?
Outstanding Resource Water, to be covered by
-
Sig
nature
impervious and/or built-upon surfaces, such - as /? Z J/p
pavement, buildings, rooftops, or to be used
for --
.
vehicular driveways or parking, o Date
Revised 03195 400 copies of this public document were printed at a total cost of $7.00 or $.02 per copy.
?ae7 4 ?? 2i
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 SEASIDE VILLAGE
Seaside Village is a 2.900 acre portion of a 22.621 acre tract located on the northern side
of N.C. Highway 210, lying 0.2 miles east of the Town Line of Surf City and North
Topsail Beach. The tract has a with of 292.20 feet and an average depth of 417 feet from
the northern right-of-way line of N.C. Highway 210 to the normal high water line of
Banks Channel.
Seaside Developers, LLC purchased this tract in January 31, 2003 as recorded in Deed
Book 1964, Page 922 of the Onslow County Registry, copy enclosed. At the time of
purchase, this property served as a mobile home park, servicing approximately 24
homsites. All mobile homes have been removed to date. It is the intention of Seaside
Developers, to construct 12 single family dwellings with asphalt street, Onslow County
water, North Topsail Utilities, Inc. sewer, common area with rest room facilities and
pool. Seaside Developers, LLC will construct all improvements as shown on the enclosed
plan.
Seaside Developer, LLC was able to commence construction on three (3) of the twelve
(12) dwellings utilizing the Minor CAMA Process. The Major CAMA Permit is required
for the completion of the project. 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 Tom..sail i;Beac`
Planning Board and the North Topsail Beach Board of Aldexman: Finaf A
p?p 'royal of the
Project will be granted upon the State's approvals of the Watet,,Pl?ari `Sedimentation an
; i
Erosion Control Plan, Stormwater Plan and the CAMA Plan. f
s*CT 9 6f Z
A sedimentation and erosion control plan will be required for this project and will be
submitted for review during the week of December 15, 2003.
This property does not fall within the area of environmental concern of Outstanding
Resource Water, however is adjacent to SA waters. Therefore, the impervious surface
will not exceed 25% of the area above the normal high water line of Banks Channel.
A storm water plan will be required for this project and the Low Density Approach will
be utilized. This will be submitted for review during the week of December 15, 2003.
A Sewer Permit has been issued by the State of North Carolina, copy enclosed.
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.
Application for Minor CAMA Permits for the remaining nine (9) dwellings will
commence upon receipt of the approval of all requested permits.
R
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Charles Francis Rig . S L-2981`x:
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CHARLES F. RIGGS & ASSOCIATES, INC.
LAND SURVEYING - CONVENTIONAL & GLOBAL POSMONING SYSTEMS,
LAND PLANNING k COMPUTER 1(APPING
202 WARUOK STREET
P.O. BOK 1570
JACKSONVILLE. N.C. 28541-1570
TELEPHONE [phone]
FACSIMILE(910) 455-9033
E-MAIL dggsland9bIzmrr.aom
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L9 12.74
L10 26.75
L11 18.81
L12 14.39
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WETLAND CERTIFICATION FOR
SEASIDE M AGE
N.C. HIGHWAY 210
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA

R/W ( q ® - ADDRESS
O? LOT NUMBER
DRAIDATE:MTJANUA9Y JRY 271?,42003M5
: .
FIELD 0":... . PAGE:
COMPUTER WS 6/PR tZ -12-31rdw.
PR ER: D2-19-n

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VICINITY SKETCH
NOT i0 SCALE
eATH HOUSE
5 5 5.5 i.5
4,g 5.0 5.0 5.0 4.9
CONCRETE CONCRETE WALK WALK 5, 0 5.0 4.7
4, 7 ASPHALT AS ASPHALT
DRIVE DR DRIVE
POOL N.C. HWY 210
ASPHALT
5.0 5.0
4,g 5.0 5.0 4, 5.0 4.9 4.7
4.7 ;TE 4.2
4 2 CONCRETE CONCRETE WALK WALK
ASPHALT ASPHALT DRIVE ORIVE ASPHALT ORIVE
POOL
W
d
L(~
0 VERTICAL GRAPHIC SCALE
(U 3 0 1.5 3 8 12
,4 '~H CAA
3 ® ~ "Q • ( IN FEET ) 1 inch = 3 ft.
ti ~ o ~ S L t ® s
•
Omp(~'j~J~ ~
~ •.,SlIR~~ ~ FS HORIZONTAL GRAPHIC SCALE
AN ~ ~~~~~in.~i+119~~ 30 0 15 3D 80 120
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( IN FEET )
~ CAMA PLA CAMA PLAN FOR 1 inch = so ft.
~ ~ '
\ l'`1 T1 l C`1 T T1 T1 ~ Y T T1 T1 ~ TT T T 1 /`I T1
)WE V 1LLAuri
`D LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, ~Li A?J111L' DATE: DECEMBER 5, 2003
z LAND PLANNING & COMPUTER MAPPING DRAWN BY: J, Ht5LM5
202 WARLICK STREET FIELD BOOK: PAGE:
Q P.O. BOX 1570 N.C. HIGHW v.C. HIGHWAY 210 COMPUTER:WS 6/PROD 02-12-31C.dwg
~ JACKSONVILLE, N.C. 28541-1570 PROJECT NUMBER: 02-12-31
V TELEPHONE: [phone] V STUMP SOUND TOWNSHIP, ONSLO' cy FACSIMILE:[phone] iIP, ONSLOW COUNTY, NORTH CAROLINA
E-MAIL: [e-mail] SHEET 21 0 F 2l
3

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NOW C SOUNDSIDE PA NOW OR FORMERLY 8 OUNDSIDE PARK DEVELOPERS, INC, I ~
D.B. 1 D.B. 1642, P• 977 ~ ~
ZC > > VICINITY SKETCH ZONED MHR ~ ~ Nor ro scALE
NOW OR FORMERLY ~ ~
HERRING I I I
D.B. 1112, P, 250 I I R/W
ZONED MHR
I
"11 ~ '
NORMAL HIGH WATER LINE 404 WETLANDS DELINEATION & COASTAL WETLANDS DELINEATION ~ ~ I I~
~ Z ~ ~I
v O
~ ~ r r 3 WV
_ _ _ S28'04 00 E 3372.04 _ - - 2919.04' - ~ - - 48,26', ECM 23..24' SIR 80.25' 4 5 78.00' 50,00' ECM ' D4
a , X v 50.00' 4,7 50,00' SCM 123,25' 5.0 cl ; X X
X 10 SETBACK r 10' SETBACK .r 3 - X 5,0 I 10' SETBACK •'"'1 f ~ ter s reacK I- - - -to' SETBACK RESIDENTIAL AREA; ~ r____.~ ~ 2.122 ACRES
' ~ ~ RECRE ON AREA I O • I EAVES ' O r ACCES EASEMENT 19 I RECREATION AREA; 0.181 ACRES EAVES I I w I ~
RECREATON AREA ~ m f ~ ~ I I ~ EavES I COMMON AREA: 0.597 ACRES 15.OX I • I I~ n TOTAL ACREAGE TO BE SUBDIVIDED; 2,900 ACRES
S1R ~ EA ~ 31.9 N ~ ~ to S.OX 31.9 a ~ ~ I ~ I I I TOTAL ACREAGE REMAINING: 19.721 RESERVED AREA -NONRESIDENTIAL
J ~ 10 ~ \ 4,6 " I ® „ I~ ~ I ~7 ~ I TOTAL ACREAGE: 22.621 ACRES 4,7 ~ I ~i ~ ~ ~~^^•5.0 ~ I PROPOS D ~ '
/ ~ ~k I I. \ X 6,9 9 I I 8 I X e ~ ~ NUMBER OF LOTS; 12 I PUMP S AflON e,s' k s' m I'm Im ~ 1 c INV, -t. 5' 01 SIZE OF LOTS; 8031 .F A RA •s' r v ~ S t, VE GE 5 000 5 ,Ft. MINIMUM REQUIRED
118.26' SIR L1 IR ~ T \ w $ . S 499 ( ® \ o• ` I I o • h G~ ® > ~ N SIZE OF SMALLEST LOT. 5725 Sq,Ft,, (0.131 ACRES) (LOT 9)
\ . S28'04 00 E 168, 23' ~ co \ o .4 , o ~ N t9, I o o ti ~ ~ M•B 4, P. 62 I PROPOSED LENGTH OF STREET; 480
m 9 I COVERED \ ? \ O ~ ,p ~ DECK ~ ~ I~ I UNCOYE~D I N o I %0 9' J COVERED ( , • d m ~ / DECK ~ ~ 17' DECK ~ ~ ~Cp ^ ~ ,
N ~ SIR UPLANDS \ ' \ , Z MARSH cv I \ 5.OX ) , z z ~ F~ y 0 4,7X ,i' Z
~ \ \ f~ \ JacA~ ~'1 I I ; • ~ LOT 1 = 10910 Sq.Ft.
0 \ I WETLANDS 1 4,4 ~ ~ e' 'acK N _ - LOT 2 7135 S .Ft. t t 12 - - - x q
4.6 a X .6•-SDI • ,tip , ~ w I ~ LOT 3 = 7728 S ,Ft. k~ S28'04'00"E q
~ a SIR ( - . sP.NVC Wj1THt 00 8B,7J' I ~ LOT 4 = 10645 Sq.Ft. .e~v~ wp~'R ti ~y'~ , SIR SIR _
N28'04'00"W I SIR `4.9' 6 y ,i LOT 5 - 7329 Sq•Ft, I • . ri ~~i~er, 21_ B' sSETBACK LOT 6 = 6428 S .Ft,
' ~ 74,68 ~ - - 5 q _ _ ' • • . LOT 7 = 8045 Sq,Ft. ~ ~ I • I -
I 4.9 - X20 I ~ - > R 17,3' _ ~2 5,0 ~ LOT 8 ~kbKOSED e• 5DR35 X . - 5696 S .Ft.
PROPOSED DWELLINGS & EAVES = 13728 Sq,Ft, I I in ' ~ ....,t~ACGESS.EASFNE! 1 1 I • PROPOSED BATH HOUSE & EAVES = 360 Sq.Ft. n, ® s coMMc ,T~ncc~ss.EASpaE~lr, _ _ _ _ ~ ~ TTAGE ~ ~ I _ q PVC SANITARY SEWER LINE • < . E IStING ' (r LOT 9 - 5725 S .Ft.
= v I 11.6 8 ~ AREP PROPOSED WALK 3029 S .Ft. I r 6` q ~ 1 I a COTTAGE `'c ~ 3' •s3, AREA 2 LOT 10 - 9152 Sq,Ft,
PROPOSED STREET = 7950 Sq,Ft. 1 ~ ' ~ ~ _ .I ~ ~ " W ~ LOT 11 = 6378 S Ft. W 24' ACCESS EASEMENT q' CONCRETE : M,B, 44 P, 6 N •
PROPOSED DRIVES 6744 Sg,Ft ~ SIR I 11,6' 80 rn EA s I 5.0X• ~ PROPOSED TOTAL IMPERVIOUS SURFACE = 31811 Sg.Ft, .I m , ~ S WALK o • r;, ; EAVES LOT 12 = 7279 Sq,Ft. ~S u~i I
TOTAL LOT AREA = 127244 S .Ft. N 1 ~ I 17.3' q rn ~ - 9 5.0 112 13 ~ PROPOSED B SDR wa E • • N OTHER AREA 892912 Sq.Ft. ;n N ~ , TER LIN W -
NI PROPOSED IMPERVIOUS AREA = 25.OX 1 4.7 " ~ N ,2 M ~ ~ - - TOTAL AREA - 985362 Sq.Ft. I N S'PRDPOSED 5.5X o ; { ..4:7X ' 'x p. _ I z ,4,g•. i~,it v ~ - 22,621 ACRES
N28'04 00 W 331, 4 4,9 ' ' wl RESERVED ~ COMMON SIR * AREA F 4,8 56.60' N ~ 50,00' 24;84'' l
o AREA ~ ~ ~ ~ IN I ~ M SIR ;,y: iT-~ V~4 ~ 4 • I N W •I
2 EAVES B SETBA I~ $ ~ 1 21 ~ _ io_ _ O ' ~ 1J' O • N
$ ~ OWNERS + ~ AVES N
zl I COTTAGE ~ I~~ ~ ;gO ' r7 - . E D ( SEASIDE DEVELOPERS, LLC 0 -2~sE~e K P.O. BOX 2294
~ 1 N~ ~ . 5• 'S I Z ~ 9 6 6'S ~ z 6~ :1 ~ n.a' I 1 WILMINGTON, NC 28402
2 I 5AX ? 1. ~ ~ L. _ _ _ _ • e 615' A SS EASEMEI CM m I ~ I ~ [phone] 15 A SS EASEMENT PROPOSED B• SDR35 i' ' 11 B ® I I 3 O •
8 SETBACK - - PYC SANITARY SEWER'~1J~1 ; ~ COTTAGE •
~ 0 ~5.0~ ~ , " ~ N28'04 00 W • ~5.0 a bi I ;M,B, 44, 62 - ~ I mI • .(E>nsTlNC) ~ I ZONED MHR 6 11.6 I
~ N I ~ 71.26 ' , , . ' ZONING SETBACKS t,12'~A~prIALT 5,0 I I . o,, X •
X - ~ Rap b I SETBACK .,q ~ ,9• A °i I FRONT = 20' RGP b 2• 17,3' J N S I -
WETLANDS 1 IR ~ vc"~iE'R NE S i vq AiE'R, NH~~'9 A" -e`'sE"EB~a s I REAR - 10 ~ S28'04'00"E M SIDE 8
" ~o I o• 4.4 ti OFD . , • • ~ S 83.02' 6 5 ~ \ I
I ~ X EAVES / rC. T - - ,
r a 3 I ~ ~ 1• b 1 \ TRACK ~ , ~ ~ \ ,7 TITLE SOURCE
o~ MARSH ~ / ~P ~ °010 'UNCOVERED < ( ~ . 1 T 3 J~°~ 19 \ I I ( D.B. 1964, P, 922 ' UNCOVERED O ~ COVERED O O O ® \ I '
I \ --0 ~ ~9~ ~ O I \ ~c1 19 ~ J~ 5.OX ~I ~I Ira
/ ~ I I .9. ~ I ~ \ I~~i I~~ ~ ~r I I ® la, ~ \ 4~ \ ~ •
/ I ~ 4 7X \ ~ D.B. 1964, P. 922 s B.s' I 4 r
I ~ ~ II ~ I SIR 4.6 ~ k I c~ X ~ \ S,OX ~I ~ ~ < I ~ ~ ~ \ ~ I I M.B. 29, P. 171 cl I < a a a ~9 ~ ~
~I I I ~ ~ e~ k n$ ~ I \ o I -I I I - ® \ ~ 5, OX ~ >!I
I <I UPLANDS I I I 5.OX . I' I o ml m m m EAVES I I 15,OX I
N N I I ~ I I I 19 ~ m I I I ' ts' ~ I PROPOSED EXISTING LESEBQ
L_ __J ~ _ ~ i 10' SETBACK 10' SETBACK u - L_ I I EAVES I I L____J ~ I I CC =CONTROL CORNER 10 SETBACK ~ 4, 10' SETBACK t~ 10' SETBA 4.4 I
1.19 - I SIR - I ~ ~ ECM -EXISTING CONCRETE MONUMENT (FOUND) X I EIR =EXISTING IRON ROD (FOUND)
~ _ _ _ 2991,56' + _ _ 79.41' 45X74.51' 50,00' ~ - tl tl 50,00' 4'7X 50.00' 11,42' EIR 114,62' 5.0X 5,0 ~ ~ _ I EIP EXISTING IRON PIPE (FOUND)
W Ig a~N28'04 00 W 3372.71 ~ J ~ h EIR ~ EMN =EXISTING MAGNEI1C NAIL (FOUND)
n ~ I~ 10' PUBLIC ACCESS E ENT NDS?3• _ EPK =EXISTING PARKER-KALON NAIL (FOUND) I sJ 3s w ~ ~ ERRS =EXISTING RAILROAD SPIKE (FOUND)
d > I~ to > } I SCM =SET CONCRETE MONUMENT (CONTROL CORNER)
I` SMN SIP =SET IRON PIPE I SIR =SET IRON ROD
n • SMN =SET MAGNETIC NAIL (CONTROL CORNER)
~ o SPK =SET PARKER-KALON NAIL (CONTROL CORNER) I " MBL =MINIMUM BUILDING LINE
i , I _ ~ < R/W -RIGHT OF WAY
I ° ~ ~ ~ =CENTERLINE
NORMAL HIGH WETLANDS NOW OR FORMERLY IR FORMERLY ~ ~ ~ ~ I ® - ADDRESS
o WATER LINE TABLE LINE TABLE SCOTCH BONNET ENT. ONNET ENT. INC, I z ° • ~ - z 2 =LOT NUMBER 111, P. 825 ~ ~ .n
I LINE LENGTH BEARING LINE LENGTH BEARING D.B. 1111, P. 825 ~ L15 40,78 N53'01'45"E L1 3.95 N42'13'S8"E ZONED MHR ~I I X4,0 =PROPOSED ELEVA110N NED MHR , R ~
~ Lt 6 36.10 L2 31.78 " I N37 06 37 E N58 05 01 E ~I ~ E- = STORMWATER FLOW
L17 36,77 N31'08'34"E L3 8.86 N32'48'S4"E c I ~ y =FIRE HYDRANT z ~
~1`„,,,,,,,~~~ L18 47,26 N43'30'03"E L4 42.81 N55'24'05"E m 01 WV WV N D4 =WATER VALVE
H Cq ~''~y L19 45.11 N23'43'10"E LS 64,03 N44'13'40"E ~0 pe• '0e. ,e L20 13.54 S38'15'12 E L6 19.96 N77'0419 E
~ Ess/ y L21 29,62 N14'18'00"E L7 23,67 N82'54'S0"E R/W R W ® =WATER METER / t+'v ® =SEWER CLEANOUT
U e' 'L ~ L22 35.23 N62'34'19"E LB 10.29 N54'31'09"E ~ Q =SEWER MANHOLE
d = ~ ® r L23 35,71 N76'20'20"E L9 12J4 N02'02'34"E ® ! - • • - • • =SEWER LINE - - - =WATER LINE
I ~ z ~ ° 2 1 L24 16,98 N89'10'34"E L10 26.75 N40'34'48"E
9 ,~0 (S ,t°(? , L11 18.81 Nt B'27 56 E i ` es U t~ i n I
F` UF~V ,e \C~~. L12 14,59 N1 T16 23 W (U ~,~s F eoo Q,~,~ L13 3155 " GRAPHIC SCALE
o R~C~S N08 53 57 E ~~+tlltll9111~4tt L14 28.79 N80'41'09"E JD 0 1S 30 60 120
O
~ CA ~ ~ CAMA PLAN FOR D4 (IN FEET )
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, SEASE 15EASIDE VILLAGE 1 inch = 30 !t.
z LAND PLANNING & COMPUTER MAPPING DATE: DECEMBER 5, 2003
202 WARLICK STREET DRAWN BY: J, N5LM5
Q P.O. BOX 1570 FIELD BOOK: , PAGE:
JACKSONVILLE, N.C. 28541-1570 N.C N.C. HIGHWAY 210 COMPUTER: WS 6 PROJ 0 -1 - 1 .dw a
~ Y TELEPHONE: [phone] STUMP SOUND TOWNSHIP, ci~ FACSIMILE:[phone] TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA PROJECT NUMBER: 02-12-31
? E-MAIL: [e-mail]
3 SHEET 20 OF 21