SW8051136_COMPLIANCE_20060119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

EXPRESS PERMITTING
.The attached application is being processed through the DENR Express
Permitting Program. As such, failure to respond to the Wilmington Regional
Office by the listed due -date will be construed as a no comment. The Express
Permitting Program does not all for extensions during the comment period.
Januaryv, zuuo
MEMORANDUM:
TO: Linda Lewis
and
Joanne Steenhuis
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project
Jason Dail
Express Permits Coordinator
CAIUTA Permit Application Review
A-N-A Builders, Inc., C/o Anita Afify
1702 N. New River Drive (N.C. Hwy 210), adjacent to the Atlantic Ocean in Surf
City, Onslow County.
The applicant proposes to construct one building, providing 10 town home units
with associated parking, drives and utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by February 1, 2006. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone], 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.
�(, ;FC)611�3 & I S.S6t c'cl
or 1211q/v5
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 � i=� >. DATE I _ q' ZC70&
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone]Internet: www.rtccoastalmanagementtnet
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled k 10% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: A-N-A Builders, Inc., C/o Anita Afify
2. LOCATION OF PROJECT SITE: 1702 N. New River Drive (N.C. Hwy 210), adjacent to the Atlantic Ocean in
Surf City, Onslow County.
Photo Index - 2000: 28-380, S, T 19 t995: 25-316, P, Q 23-24 1989: 4-173-9 G, H 2-3
State Plane Coordinates - X: 2446464 Y: 255116 Rover File: V-010411A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/04/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received-01/04/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Surf City
Land Classification From LUP - Developed
(B) AEC(s) Involved: OH
(C) Water Dependent: No
(D) Intended Use: Residential town homes
(E) Wastewater Treatment: Existing - Municipal
Planned - Municipal sewer
(F) Type of Structures: Existing - None
Planned - 10 town home units and parking area
(G) Estimated Rate of Erosion: 2.0 ft/year
Source - LTAASCR 1998
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non -Vegetated Wetlands
(C) Other - High ground
10,062 sq. ft.
(0.231 acres)
(D) Total Area Disturbed: 10,062 sq. ft. (0.231 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct one building, providing 10 town home units with
associated parking, drives and utilities.

A-N-A Builders, Inc.
Page Two
9. PROJECT DESCRIPTION
Mike Gallant, on behalf of A-N-A Builders, inc., has requested that the attached application be processed under the Express
Permit Review Program.
The applicant's project'is located at 1702 N. New River Drive (N.C. Highway 210), adjacent to Broadway Street, near the
Town line of Surf City and North Topsail Beach, adjacent to the Atlantic Ocean, in Surf City, 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 N.C. Highway 50 and turn left onto N.C. Highway 210 at the intersection of N.0 Highway 210
and N.0 Highway 50. The property is located on the eastern side of N.C. Highway 210, approximately 2.5 miles from the
intersection of N.C. Highway 210 and N.C. Highway 50. Broadway Street borders the property to the south and North Shore
drive borders the property to the east.
The proposed project site is approximately 0.231 acres and consists of all high ground. There are currently no man-made
features on the site, however there are several town homes located immediately adjacent to the site, which are also owned by
the applicant. The site ranges in elevation from 7' to 11'above Normal Low Water (NLW). The site is cleared with little to
no vegetation. There are no coastal or "404 type" wetlands located on the subject property. The project site is located within
the Ocean Erodible Area of Environmental Concern (AEC) as well as the High Hazard Flood AEC.
The site historically operated as the Mermaid Lounge/Inn and was recently demolished in 2004. The site has remained
undeveloped since that time. The applicant is applying for a CAMA Major Permit because the project site is located within a
FEMA Flood VE Zone (elevation 14) and because cumulative development impacts from this project, coupled with the two
adjacent properties that are.also owned by the applicant, disturbed more than an acres, thus requiring a Sedimentation and
Erosion Control Plan from the Division of Land Resources, Land Quality Section, as well as a State Stormwater Permit from
the Division of Water Quality. The applicant received a CAMA Minor Permit (#03-25) in March 2003, from the Town of
Surf City for the adjacent property, prior: to the determination that this project would constitute phased development of the
tracts combined.
The waters of the Atlantic Ocean, adjacent to the project site, are classified as SB by the North Carolina Division of Water
Quality. The area is not designated as a'Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. The subject
property is located within the High Hazard Flood Area, as indicated by Zone VE (elevation 14) 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 the property by constructing 10 town home units, as well as a two entrance/exit drives and
parking area. Development would include grading the entire tract for lot preparation and construction of the road/parking
area. According to the application, the single parcel would include the construction of one building, providing a total of 10
residential units (each 3 bedroom) giving a density of 44 units/acre. Access to the property would be provided by the
construction of two driveways. The concrete driveways would provide the complex with one entrance and one exit from N.C.
Highway 210 and Broadway Street. In addition to the two-entrance/exit drives, the applicant proposes to construct a third
drive to connect the adjacent properties to the east and north. The driveways would provide direct access to the parking area
beneath the building. The building (which would be constructed on pilings) would measure 88 feet in length x 85 feet in width
x 75 feet in height (from ground to roof top). Four decks, varying in size, would be constructed from each corner of the
building. As proposed, each deck would be uncovered.
The entrance and exits drives would consist of a 25 feet right-of-way and a 20 feet paved concrete surface with an ABC stone
sub -base. The access drive would be constructed with curb and gutter, utilizing curb breaks and vegetated swales to control
Stormwater.

A-N-A Builders, Inc.
Page Three
An Express Stormwater Permit (SW8051136) was issued by the Division of Water Quality on 12/19/2005. Additionally, a
Sedimentation and Erosion Control Plan (permit #-Pende-2006-126) was issued on 11 / 15/2005, for land disturbance activities.
Municipal water and sewer would be provided by the Town of Surf City.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 0.231 acres of high ground. The proposed
dwellings, street and drives would result in the creation of approximately square 8,680 square feet of impervious surface.
Submitted by: Jason Dail Date: January 6, 2006 Office: Wilmington

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
I. APPLICANT
a. Landowner: l k i 4
Name A -A &IIc_r2yZ-,5
Address PG —2 !G
City 5yi2 G r r 7 _ State
Zip 44.L Day Phone �/G 2C> Z 5S.
Fax 910 _� Z S _ c4 44
b. Authorized Agent:
Name
AddressGG .�
City S� -!� �� t y State
b. City, sown, community or landmark
k_
c. Street address or secondary road nu ber
.�. 1 _c 2 Al h�'� c U rz Drz
d. Is proposed work within city limits or planning
jurisdiction? �X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) ,ATGALi !C C:CG r,U
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Zips Day Phone Z� zl�f b. is the proposed activity maintenance of an existing
project, new work, or both? I�C 4J
Fax lG
c. will roject be for public, private or commercial
use?
c. Project name (if any) V'i np_ Wr r,1125=1 .
NOTE: Permit will be issued in name of kadowner(r), and/or
project manse.
2. LOCATION OF PROPOSED
PROJECT
a.. County � DL\15%rJW
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
Revised 03195
� oiv is�oN of E�Y
G�ASTA� MANAG�M

Form DCM-LISP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract - � / A 6�2
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
d. Soil Ne(s) and texture( s ,o tract
/V�L_ 4�AnI ",D
e. Vegetation on tract 1 V 0-i\?
f. Man-made features now on tract 67 P-A V �L
l�� -
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? _Z __ Yes No
(Attach Zoning compliance cerri5cwe, if appli=ble)
Has a professional archaeological sessment been
done for the tract? Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes �YL No
1. Are there wetlands on the site? Yes _Xe No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach doarnnewation, if available)
m. Describe existing wastewater treatment facilities.
61vri!iL( PA-L �1 VlCt
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.)
/W e, Jyz _
o. Describe existing drink' water supply source.
71ii�c� � C e — W6LI-
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant .is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 112" by II" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of iJisa,
ded by
applican { rps of
Enginee �J agenclarger
drawings. site or 1 io of plat
requireme and i9*, 6e s iled to
guide agen rsonnel unfarlrth the az to the
U�VISI p,GEM�N
GCASTA� M
Revised 03195

Form DCM-MP-1
site. Include highway or . secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
a 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 34 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
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.
• A check for 6^-mad payab7e5to 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 - li 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 ;n 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 Iands 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 3C2 day of LCZ/3614
Print NamM
MI"_SignatureWm' Ageru
Please indicate attachments pertaining to your proposed
project.
DCM M7-2
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 sign and date each attachment in the
space provided at the bottom of each form.
C���
D
JAN 0 h 2006
DIVISION OF
COASTAL MANAGEMENT

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.
Type and number of buildings, facilities, units or
structures proposed
/ Zc_iL_ 0iwt)
b. Number of lots or parcels
/0 W-1 i 5
C.
e.
f.
Density (give the number of residential units and the
units per acre) `F d
lG v��t i ,3 � 5
Size of area to be graded, filled, or disturbed
including roads, ditches, etc. ," , 'f A c t
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? X Yes % No
If yes, date submitted / ?Z d 6-
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. D %i
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 l
If yes, date submitted �y �7� QPZ'
i. Describe proposed method of sewage disposal.
Have the facilities described in Item i. above
received state or local approval?
(Arench appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Describe proposed drinking water supply source
(e, well, commune y public system, etc.)
m. Will water be impounded? Yes No
If yes, how many acres?
If the project is a oceanfront developmen , when
was the lot(s) platted and recorded? / y �4
Revised 03/95
DIVISION OF
COASTAL MANAGEMENT

f1
.INFILTRATION TRENCH ANALYSIS Filename
S:\WPDATA\WQS\INTRENCH\051136-lA
Project # SW 051136-1A Date
Project Name Summerwinds III Reviewer
Recvng Stream ICWW Classification
Drainage Basin Cape Fear Index #
Site Area 0.231 acres Drainage Area
Impervious Area Calculation
Buildings
Streets
OS Prkg
OS sidewalks
Total
Volume/Storage Calculation
19-Dec-05
P.Bartlett
SA; HQW
18-87-(5.5)
5,249 SF
0.12 Acres
Rational Cc (list C after each BUA)
4223 0.95
1
1
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
% Impervious= 80.5%
Cc: 0.80
3 in (2x vol. Req'd.)
0.77
10�1 CIF
Pipe Size 1 1 Pipe Size 2
1
Feet
32
Feet
10
each
251
0 Cubic Feet
251€
Cubic Feet
7.854
0,000 SF
32
Feet
20
Feet
4
Feet
80.00
0.00 SF
.............. .. ....................
€ 923'
iii1175a
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation (bypass not req'd. - 2 x vol)
Exfiltration Rate/Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches/ hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches i hour
Volume for 10 yr. 10 min. event =
CF
CF
Cubic Feet
5.17 Mean Sea Level
3.17 Mean Sea Level
9.17 Mean Sea Level
0.3417 Cubic Feet Per Hour Per Sq Ft
640.0 Square Feet
:4f4' hours
0.03 CFS
0.0607 CFS Must be > Qr
365.94 CF < 1175 CF

INFILTRATION TRENCH ANALYSIS Filename:
S:\WPDATA\WQS\INTRENCH\051136-1 8
Project # SW8 051136-1B Date
Project Name Summerwinds III Reviewer
Recvng Stream ICWW Classification
Drainage Basin Cape Fear Index #
Site Area 0.231 acres Drainage Area
Impervious Area Calculation
Buildings
Streets
OS Prkg
OS sidewalks
Total
VolumelStorage Calculation
19-Dec-05
P.Bartlett
SA; HQW
18-87-(5.5)
4,818 SF
0.11 Acres
Rational Cc (list C after each BUA)
4282 0.95
1
1
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
% Impervious= 88.9%
Cc: 0.87
3 in (2x vol. Req'd.)
0.85
CF
Pipe Size 9 I Pipe Size 2
1
Feet
56
Feet
5
each
220
0 Cubic Feet
Cubic Feet
3.927
0.000 SF
56
Feet
10
Feet
4
Feet
40.00
0.00 SF
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation (No bypass req'd.- 2x col, Req'd.)
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR -STORM N/A
Intensity, i = .33 inches I hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10 min. event =
0.03 CFS
0.0532 CFS
362.30 CF <
CF
CF
Cubic Feet
5.17 Mean Sea Level
3.17 Mean Sea Level
9.17 Mean Sea Level
0.3417 Cubic Feet Per Hour Per Sq Ft
560.0 Square Feet
53'Si hours
Must be > Qr
1028 CF

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BUILDING
7P Tp M
7p TP
f 120' SETBACK
R/W
56 SETBACK
FIRST LINE OF VEGETATION
VERIFIED $Y STEVE PAL)GE1. 12/14/2005
MHV&
SPK
r, 9'05'02"W !-'-' --%0 C/L
PK 251,11' I —C)".
`D NORTH SHORE DRIVE
60' PUBLIC R/W 60' SETBACK
�. N59'30'00"E EIS
$4.95 4005' R/W
� I
GAZEBO COMMON A EA) & I
WOOD WALK (COMMON AREA) I
FIRST LINE OF VEGETATION
OIo IW
VERIFIED BY STEVE PADGET 12/14/2005
-------------
jrr ojOlI
z l � ci
MHWL
I
LOT 1
BLOCK 21
MB 9. PG 70
I
Cp S 59.30'00" W CP
0
A T L A N T I C
O C E A N
SITE
�P"
10,
VICINITY MAP
NT5
RED - 2r2
LA
1�
A T L A N T I C
0 C E A N
COV.
WALK
TOTAL BLDG.
HTD. & COV.
I UNCOV.
I WALK
JUNCOV.
STAIR
DECKS
IGROSS
133
5,009
509
108
$95
6,221
133
5,009
1 509
1 108
1 595
1 6,221
10.018
1
1
1
1 12.44
:
0 DENOTES OPEN (UNCOVERED) DECK
RECOMBINATION AND (RECOMBINING LOTS 17 & 18 BLOCK 22)
DATUM ELEV
--.10.00
LC)
Lr3
0+00 1 +00 2+00 3+00
SECTION A -A
4+00 5+00
z - ... _ _. _. __ , T . '. �• _ r _ —� - �-r_ —_ .,. F•TT
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t r a.77
d.
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