SW8050802_COMPLIANCE_20170523

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

North Carolina Department of Environmental Quality
Land Quality Section 127 Cardinal Dr Extension Wilmington, NC 28405, Phone [phone]
COUNTY Brunswick PROJECT Oceanic West RIVER BASIN CAPE FEAR
PERSON FINANCIALLY RESPONSIBLE Rober Mckeithan, Mckeithan Family Limited PROJECT #
ADDRESS 2726 West Beach Drive OakDandrA8i98465 CASE #
BREW S-2006-037
1 PROJECT LOCATION 30th Place West Oak Island NC
Pictures Video Digital
2 Weather and Soil Conditions RAIN AND WET First Inspection NO
3 Is site currently under Notice of Violation? NO
4 Is the site in compliance with S P C A and rules? YES
5 Violations
6 Is the site in compliance with NPDES Permit NCG 010000? YES
7 Has Sedimentation Damage occurred since last moections?
Lake/natural watercourse on the tract Lake/natural watercourse off the tract Other Property
Description
Degree of Damage
Stormwater Discharge Outfall with high turbidity or sedimentation loss
8 Contact Made with (name) NONE
Inspection Report SENT To PERSON FINANCIALLY RESPONSIBLE
9 Corrective Actions Needed
Title
Date GivenlSent MAY 25. 2017
10 COMMENTS Plan no longer aears applicable as lots have been sold off to individuals file will be closed
Permanent ground cover sufficient to restrain erosion has been established No additional self -monitoring or
self -inspections are required P��rggj�gc s released and coverage under NPDES General Stormwater Permit for
Construction Activities is term�r'fatff iA---
Report By Trentt James .--) r%' Y Others Present
Date of Inspection MAY 23, 201 Time Arriving on Site 12 45 Time Leaving Site 1 05
cc,
Revision Date 10/16/2015 Page 1 of 1

SGv � 0 so 502Z
INFILTRATION SITE VISIT REQUEST
Name of the Protect Oceanic West
NKT Project No 04133
Nf�-
Location (attach a clear vicinity map) Oak island at block bounded by West Beach Drive_,
30 _P e West and Dolphin Drive
Street address, SR number community etc
Directions from the nearest major intersection From intersection of NC 211 and NC 133
take NC 133 onto Oak Island. turn right onto Ocean Boulevard to Middleton Turn left on
Middleton. then take a riaht on West Beach Drive to 30"' Place West
Owner/Applicant Name Bob McKelthan_
Consultant Name Phil Norris`P E 1 Norris, Kuske & Tunstall Consulting Engineers, Inc_
Consultant Contact Information 343-9653 (P) 343-9604 (Fpnoms ..nktenp com (E-Mail�
Phone fax, email, etc
#1 92 #3 #4 #5 #6 #7 #8
Existing ground elev @baslnitrench=
Bottom Eiev of infiltration baslnitrench=
Existing ground minus bottom elev =
Add 2' (max bottom elevation)=
Date/Time of Soils Investigation
Summary/Comments
40 0/r -SAC/
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided The soils investigation does not take the place of a soils report prepared by
an appropriate professional The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H 1000, and assumes no liability should the system fail

WA rF,go
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Q
April 19, 2006
Mr Robert McKeithan, President
Oceanic West Development, Group, Inc
2726 West Beach Drive
Oak Island, NC 28465
Subject Approved Plan Revision
Oceanic West
Stormwater Project No SW8 050802
Brunswick County
Dear Mr McKeithan
Michael F Easley, Governor
William(] Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
DIVIS]On of Water Quality
On February 10, 2006, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 050802 The revisions include the reduction of the
proposed site elevations by 4 0 feet to correct a survey error It has been determined that a
formal permit modification is not required for the proposed changes We are forwarding you the
following revised information
1 A copy of the revised sheets C2 and C3
2 A revised page 3 of the permit
3 A revised page 1 of the supplement form
Please replace the old and previously permitted plan sheets, page 3 of the permit and page
1 of the supplement with the new ones enclosed
Please be aware that all terms and conditions of the permit issued on August 16, 2005,
remain in full force and effect Please also understand that the approval of this revision to
the plans for the subject State Stormwater Permit is done on a case -by -case basis Any
other changes to this project must be approved through this Office prior to construction
The issuance of this plan revision does not preclude the permittee from complying with all
other applicable statutes, rules, regulations or ordinances which may have jurisdiction over
the proposed activity, and obtaining a permit or approval prior to construction
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7404
Sincerely, y�
Linda Lewis
Environmental Engineer II
ENBlarl S 1WQSISTORMWATERIREVISION1050802 apr06
cc Phil Norris, P E , Norris Kuske & Tunstall
Division of Coastal Management
Town of Oak island Building Inspections
Linda Lewis
A, AkhTPlf9—t5n Regional Office
Central Files
Q
XhCaro tna
iurafly
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwater ualtt orjz Fax [phone] 623 6748
An Equal Opportunq/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

1�T rr y
State Stormwater Management Systems
Permit No SW8 050802
5 The following design criteria have been provided in the infiltration trench and must be
maintained at design condition
a Drainage Area, 9cres 0 706
Onsite, ft 30,750
Offsite, ft2 0
b Total Impervious Surfaces, ft2
c Design Storm, inches
d Trench Dimensions, L x W x H, ft
e Perforated Pipe Diameter/Length
f Bottom Elevation, FMSL
g Bypass Weir Elevation, FMSL
h Permitted Storage Volume, ft3
i Type of Soil
i Expected Infiltration Rate, inlhr
k Seasonal High Water Table, FMSL
I Time to Draw Down, hours
m Receiving Stream
n River Basin
o Stream Index Number
p Classification of Water Body
28,703
15
290x16x1
85x12x1
12" / 2830'
52
62
3,597
Newhan Sand
10
32
076
Montgomery Slough/Eastern Channel
Lumber
15-25-6
"SA, HQW"
II. SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately
Page 3 of 8

W15i2005 MON 14:19 FAX [phone] Norris, Kuske, Tunstall
&02i004
NKT 4133
Permit No _ 5 b b_ i&2'
State of North Carolina (to be provided by awQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form may be photocopied for use as an orfgnal
DWO Storrnwater M mint Plan Review.
A complete stormwater management plan submittal includes a stormwater management permit application, an
underground trench supplement for each system, design calculations, and plans and specifications showing all
stonnwater conveyances and system details.
L PROJECT INFORMATION
Project Name Oceanic West -
Contact Person Phil Norris P E. Phone Number [phone]
For projects with muhiple mfiltration systems, a supplement form most be completed for each system This
worksheet applies to- Trench 1 in Drainage Area 1
(from ply) (from Form SWU-101)
IL DESIGN INFORMATION (attach supporting calculations/documentation)-
Soils Report Summary (based upon an actual field investigation and soil borings)
Soil Type Newhar►
Infiltration Rate
10
Min/hr or Qef/hr/sf (check appropriate units)
S14WT Elevation 0
5 2 -7-7
fmsl (Seasonal 111gh Water Table elevation)
Trench Design Parameters
Design Volume
3,688
c.f
Design Storm
is
inch event (15 inch evert[ for SA waters, 1 mch event for others)
Drawdown Tune
0 032
days
Perforated Pipe Size
12
inch diameter
Perforated Pipe Length
2,830
ft
No Observation Wells
(may be required on a case -by-case basis)
Stone Type (if used)
#57
Stone Void Ratio
04
Trench Elevations (in feel mean seal level)
Bottom Elevation (9 �J�2 J3'I fmsI
Storage/Overflow ElevationU(QfZJe2 fins] RECETNTFD
Form SWU-107 Vasion3 99 Page I of AUG 1 5 2005
C� me4— On rev+'sin, d2k�- A o I i Q, 2w6o.
BY:

1
4
NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Michael F Easley, Governor Charles S Jokes, Director
September 15, 2005
MEMORANDUM
SEP 152005
William G Ross Jr, Secretary
Z
TO Linda Lewis
and Noelle Lutheran
Division of Water Quality
�r1Tr
SUBJECT
Applicant:
Project Location -
Doug Huggett, Major Permits Coordinator
CAMA & Dredge and Fill Permit Application Review
Oceanic West Development Group, Inc & McKeithan Family Limited Partnership
c/o Bob McKetthan
2720 West Beach Drive, Oak Island, Brunswick County
Proposed Project: Applicant proposes to demolish the existing structure and redevelop the tract by
constructri}g a 15-unit condominium building with associated driveways, parking areas,
septic drainage field and utilities
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 8, 2005 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 5't;30 a02-
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
� G
SIGNED DATE 1 ~-'
127 Cardinal Drive Ext , Wilmington, North Carolina 28405-3845
Phone [phone] I FAX [phone] I Internet www nccoastalmanagemeni net
An Equal opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME. Oceanic West Development Group, Inc & McKeithan Family Limited Partnership c/o Bob
McKeithan
2 LOCATION OF PROJECT SITE• Project site is located at 2720 West Beach Drive, in Oak Island, Brunswick
County
Photo Index - 2000 8-70 M, N 21-22 1995 8-75 H, 1-12 1989 4 185 8 G, H, 14-6
State Plane Coordinates - X: 2245933 Y 61009 Rover File. V-081510A
3. INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE: Dates of Site Visit — 08/15/05
Was Applicant Present - No
5 PROCESSING PROCEDURE Application Received —Completed 09/09/05
Office - Wilmington
6. SITE DESCRIPTION.
(A) Local Land Use Plan - Town of Oak Island
Land Classification From LUP - Developed
(B) AEC(s) Involved OH, OEA
(C) Water Dependent No
(D) Intended Use Residential Condominiums
(E) Wastewater Treatment, Existing -- On -site septic
Planned - On -site septic
(F) Type of Structures Existing — The Long Beach Motel
Planned - One -condo buildings providing 15 residential units, driveways and
parking areas, utilities and septic discharge field
(G) Eshmated Rate of Erosion 2 ft /yr
Source - LTAASCR 1998 Update
7 HABITAT DESCRIPTION
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non -Vegetated Wetlands
(C) Other - High ground
Disturbed 1 57 acres
(68,389 sq ft )
(D) Total Area Disturbed. 68,389 sq ft (1 57 acres)
(E) Primary Nursery Area- No
(F) Water Classification SB Open No
8. PROJECT SUMMARY. The applicant proposes to demolish the existing structure and re-
develop the tract by constructing a 15-unit condominium building with associated driveways, parking areas, septic
drainage field and utilities

OReanic West Development Group, Inc & MCKeithau Family Limited Partnership
Page Two
9. PROJECT DESCRIPTION
The applicant's project is located at 2720 West Beach Drive, between 27`h Street West and 301h Street West, on Oak Island,
Brunswick County To find the property, take Highway 17 south from Wilmington and turn left on N C State Highway 87
Head south on Hwy 87 and turn right onto E Oak Island/Yaupon Drive Travel west approximately 2 0 miles and turn left onto
Beach Drive The subject property is located on the right hand side of West Beach Drive The property is bordered by both
residential and commercial properties
The project is being proposed on two parcels totaling 1 57 acres and located between 271h Street West and 301h Street West in
Oak Island, North Carolina The two parcels are separated by West Dolphin Drive The applicant has submitted a work plat
drawing indicating the proposed development activities within the 1 57 acre tract The entire project is located on the northern
side of West Beach Drive The project site is located within the Ocean Erodible Area and High Hazard Flood Area of
Environmental Concern (AEC)
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 Ocean Erodible Area and High Hazard Flood Area, as indicated by Zone VE (elevation 17) on
the Flood Insurance Rate Map The High Hazard Flood Area (VE Zone) associated with the subject property is contiguous to
the Atlantic Ocean
An Area of Environmental Concern (AEC) Hazard Notice was provided to the applicant, informing him that the project site is
located in an Ocean Erodible Area and High Hazard Flood Area The long-term average annual erosion rate in the vicinity of the
property is 2 0' per year The 100-year storm recession line for this are of Oak Island is 325', creating a total Ocean Erodible
Area (OEA) is 425' This creates a total Ocean Erodible Area AEC of 425' Studies indicate that the shoreline could move as
much as 325' landward during a major storm event Flood waters associated with a major storm could potentially reach 17' in
the area surrounding the project site According to the survey provided by the applicant, the First Line of Stable Vegetation is
located approximately 170' south of the southern most property line
The subject site has historically operated as The Long Beach Motel and RV Park The tract, on which the Long Beach Motel
currently sits, contains one dilapidated motel building, a driveway, swimming pool and asphalt parking area The second parcel
exhibits characteristics of an RV Park (including water and electric connections) The applicant has indicated that all structures
on the site would be demolished and/or removed prior to construction of the condominium complex, with the exception of the
swimming pool The property exhibits no signs of any "404 type" or coastal wetlands There is little vegetation on either parcel,
with the majority being ornamental landscaping and shrubs Lawn grasses cover the remaining portions of the parcels The
closest portion of the tract to the nearest body of water is approximately 220' (measured to the Atlantic Ocean) According to
the application, elevation at the site averages approximately 4-5' above Mean Sea Level
PROPOSED PROJECT
The applicant proposes to demolish the existing structures and re -develop the 1 57 acres by constructing a condominium
building with associated driveways, parking area, wastewater treatment facility and utilities Development would include
grading and filling approximately 1 57 acres within the tract for road construction, lot preparation and condominium
development Fill material brought to the site would be clean of any contaminants and would be provided by an upland source
The fill would also be compatible with the native sands The condominium building would provide approximately 15 condos for
multi -family use, with a density of 14 units/acre Access to the complex would be provided by the construction of three
entrance/exit drives, two located off of West Dolphin Drive Street and one off of Beach Drive West The asphalt drives would
run perpendicular to both Dolphin and Beach Drive West Parking would be confined to the outer limits of the property along
the southernside The applicant has indicated that municipal water would be provided by the Town of Oak Island and septic
would be handled by an on -site system (which would be located on the parcel currently operating as an RV Park) The entire
project is located landward of the 120' large structure setback, however, it is located within the 425' Ocean Erodible AEC The
applicant is not proposing any construction within 170' of the first line of stable, natural vegetation

Oceanic West Development Group, Inc. & McKeithan Family Limited Partnership
Page Three
According to the Division of Water Quality, the applicant has submitted a Stormwater Application package, however a permit
has not yet been issued Additionally, the applicant has not received an approved Sedimentation and Erosion Control Plan from
the Division of Land Resources
10 ANTICIPATED IMPACTS -
The initial grading of the property would result in the disturbance of approximately 1 57 acres of high ground The proposed
development would be located within the Ocean Erodible Area as well as the High hazard Flood Areas of Environmental
Concern The applicant would need to obtain a Stormwater Permit and an approved Sedimentation and Erosion Control Plan
prior to construction
Submitted by Jason Dail Date September 13, 2005 Office Wilmington

Form DCM-M -1
APPLICATION
(To be completed by all applicants)
I. APPLICANT
a Landowner Oceanic West Development Group, Inc,
McKeithan Family Limited Partnership
Name cto Bob McKeithan
Address 4263 Airport Road
City _ Southport_ State NC
Zip 28461 Day Phone [phone]
Fax [phone]
b Authorized Agent
Name Land Management Group, Inc
Land Management Group, Inc
Address P O Box 2522
City Wilmington State N C
Zip 28402 Day Phone , 910-452-0001
Fax
c Project name Cif any) West Beach Drive Lots 10-13
AVIM P07W %%U be issued in name of lmdawnrr(r), and/or
prujeci name
2. LOCATION OF PROPOSED
PROJECT
a County
Brunswick
_.
L
Re.bed 0319S ` - ; 0 `% (10 0 5
b City, town, community or landmark
Town of Oak Island
c Street address or secondary road number
2720 West Beach Drive
d Is proposed work within city limits or planning
junsdiction'l' x Yes No
e Name of body of water nearest project (e g river,
creek, sound, bay) Atlantic Ocean/Long Bay
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a List all development activities you propose (e g
budding a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities
Urban redevelopment includino the construction of a
building for condominiums
b Is the proposed activity maintenance of an existing
project, new work, or both) New work
c Will the project be for public, private or commercial
use? Private
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
The purpose of the protect is to redevelop the site
Standard construction methods will be used
WIN
1�AUG 18 2005

Form DCM-MP 1
4. LAND AND WATER
CHARACTERISTICS
a Size of entire tract 0 71 acres and-0 8G acres_
b Size of individual lot(s) 0 71 acres and 0 8Q acres
c Approximate elevation of tract above MHW or
NWL Approx 4' to 5' MSL
d Soil type(s) and texture(s) of tract
Newhan Fine Sand
e Vegetation on tract Landscaped Areas, Grass
in Describe existing wastewater treatment facilities
Wit«
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 ) Limited surfaces
runoff
o Describe existing drinking water supply source
Oak Island Water System
f Man-made features now on tract Condominium
parking, pool and deck S. ADDITIONAL INFORMATION
g What is the CAMA Land Use Plan land
classification of the site' (cmunk the for kind use pim)
Conservation Transitional
Developed x Community
Rural Other
h How is the tract zoned by local government)
Commercial
i Is the proposed project consistent with the applicable
zoning) _ X Yes No
(Auach zm—g c-flu-ce o"ficwe. ifapPt+cabk1
j Has a professional archaeological assessment been
done for the tract? Yes x No
If yes, by wham) NA
k Is the project located in a National Registered
Histonc Distract or does it involve a National
Register listed or eligible prop
Yes x No
I Are there wetlands on the site) Yes x No
Coastal (marsh) Other
If yes, has a delineation been conducted)
(Aaaeh doom—w—, tf a►tdmblef _
0
Rehsed U3t9S
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 clauns 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 I white paper (Refer to
Coastal Resources Commission Rule 7J 0203 for a
detailed description )
q : 14 dFiA dnffidal a s are preferred and
14 esl l Blue -]me
or other largerplats
table only if an
ate, 4 iality p
are provided by
ant (Contact the .
. Army Carps of
esl1¢r}it (fit a ens 's use of larger
is a part of plat
ji s
ciently detailed to
agency personnel III
with the area to the
AJu 1 E 2005
DIVISION OF
COASTAL MANAGEMENT

Form DCM-M -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 Oak Island Holdings, LLC
Address PO Box 593 Oak Island NC 28465 '
Phone NA,
Name West Long Beach Villas HOA, c/o Harold Marfev
Address 301 Norton Street Oak Island, NC 28465
Phone NA
Name Town of Oak Island
Address 4601 East Oak Island Dr. Oak I,gjapd- tjQ 2R4R5
Phone
• A list or previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates
Stormwater and Sedimentation and Erosion Control have
been applied for
t1 oe
• A check for CK0 made payable to the Department of
Envuronment, Health, and Natural Resources
(DEHNR) to cover the costs of processmg the
application.
• A signed AEC huwd notice for projects in
oceanfront and inlet areas
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I 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 031"
6. CERTWICATION 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 in the permit
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program
1 certify that I am authorized to grant, and do m fact,
grant pernussion 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 fallow -up monitoring of the
project
I further certify that the information provided to this
application is truthful to the best of my knowledge
This is the 01 day of August , 20 05
Print Name �. .. I-+
Signature
landowner or lulhonzed Agent
Piease indicate attachments pertaining to your proposed
project. Jig�zon and Fill n
1 �111M[P-3 Upland XopmN09e 70
Bridges iris
- -bi1i E
AN NT
�pp, gTP,L M
NOTE: �Ied.>te sign and date each attachment In the
space provided at the bottom of each form
f^ Y
�J!'�

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
a Type and number of buildings, facilities, units or
structures proposed One condominium budding
b Number of lots or parcels Two Parcels
c Density (give the number of residential units and the
units per acre) One building with 15 condos 1 4 units
per acre
d Size of area to be graded, filled or disturbed
including roads, ditches, etc 0 71 acres and o 86 acres
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 8/2/05
f List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces
Asphalt and concrete
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 Zero=
Revised 03195
r D
h Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification
Has a site development plan been submitted to the
Division of Environmental Management for review?
_ X _ Yes No
If yes, date submitted 8/2105
i Describe proposed method of sewage disposal
Off -site septic
Have the facilities described in Item i above
received state or local approval9 Pending
(Anch appropnxe documemanon)
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)
Infiltration
1 Describe proposed drinking water supply source
(e g well, community, public system, etc }
Public water system
in Will water be impounded?
If yes, how many acres? _
Yes _� No
n If the project is a oceanfront development, when
was the lot(s) platted and recorded) NA
Appikant or Project Name _4
Signature
Date
I\v
pUG A E 2005
[)NINON OENIENT
Cp p,STAL

(-RQSS 5SEC1tnN_
170
Property Line
1 111r�
60 I I I 11
I I I PropvSed I. ondon)rnitin)
Height
ru.. —e 1 1
40 I I 1 1
20 11I1�
1111 P
0 41 1
i
I )11 Ok, m L10,101A 1 11,1,
3trut_luie ��11�i-k
1 omi I rt) I,hle Sn1(111
ni-tw1. `filar k
Q LF11 of Veyotutton (APpro Inrutc)
Lh1HW
(At Ocean)
GNote Not For Constrtrcllop At,luel
Construction Det(As Per Arc#1rtei t
(j7
z°
C �^ Or And Ksoy Change
o
00
m�
rn
I I)iill t t 0111111 IrpR In l I 13tlrtITIt
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A.ppro,
Location of
45 ALC �
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t
1
I
I
1
I �
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°r160
Oceanic West
Tfttwl
Cross Section A
Date, R@vWm
Data
7/-l)/ G05 NA
Y,ma " "" �,,e, y,, sue.
Reef M. Rem 252-0
9VtL Xdg i 1B�. 18402
9 / 9�0-45P-0001D�
1"=30 02-05—taiC
CSF
5 of 7

B Property Line
if
60
I Proposed Condominium
{ Height
40
20
a '
( RDSS SECIION 8
Properly Line
13
ILevel 3
�
ILevel 2
I Level 1
_I pnveway
I
udding Elevated OnI
Vilings
Parkin
Parking
Porking
Parking
Parking
Parking
0400
.40
0,80
Q. 120
Proposed Condominium Footprint �
0,160
0.200
Note Not For Construction Act I
Construction Details Per Ar
Or Engineer And 1e
r �
�� Project,
Oceanic West I6e+1r"490"
mO � Tittai
Pe°E A."— S 2522 V. 281102
mCross Section B 910—#5f--0001
sc
o- 1 fi0 Aatn Revision 1 =30 02-05-101C
t J DQtN
7/2S/2005 NA Drawn Sheet
Br GSF hem 6 of 7

Picp rty lm'
60
Proposea Condomin,uin
Height
(Max -41 )�
40
20
a
i r o Fi UHd H
Prot erty L inn
I�
I
Level 3
ILevel 2
Level 1
lDriveway
Building Elevated On
Pilings
--.-Parking
Porfin
Parlini _
Pailinn
Parting
Pa Ring
0�ti, o*110 0, lot) 04200
Proposed Co }don,uuam f oolpunt
Note Not For Constru.tion Art ,I
Construction Details Per Ar
Or Engineer And
y O
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Y I/ //I/ !f gy�pp..
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mCi oss Section B 9 9l0-45$-000f
fl� n nn Scnie+ Job
Dater Revklan 1 =30 02-05-101C
Date.
7/�9/2605 NA +� SFrret
C SF Nunber' 6 of 7

r -,
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I'-'�A ��Property Lrne
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PrapoSed Condomrrnum
i Height
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40
j BG]Cuny
(Typ )
a
Bmlding Elevcted On
l i I I Pi6ngs�
0 J /IF •J OJI 3+49
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5lrueturz Seibaek
OCeon F:rod.Lle Srnull
lure S,IL-oc.
�Fus of Vegatouan (Approximate)
LNHW (All Ocean)
Nole Nat Foy Construction ACtual
Construction Oelo6s Per A,Chdelt
(n Or Enymcer And Noy Change
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Property L�ne� ^I00 i
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IE
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Oceanic west
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7/"'9/2005 NA
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EMTING CAMPGROUND
EXISTING SEPTIC AREA
10
x
Deed Book-609
WM-11, 12, 13, 14 do 15
W S -1 9 10
s
Pegs-681
Geed Hook-591, Page-822
Deed Book- l
I
o
Deed Book-665 Page- 81
I' Lot-15
lot-14 Iat-19
14t-12
lat-11
I
Lot -to tot-9 Lot-8 I tot-7 , tat-6
(60)
— — —
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TOTAL AREA
ASPHALT P A a II Sa `705 SAcres
e
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Oak Island 2003-Vegetation Line
Large Map Vicinity
Chman Creek Outlet Cha finer
I U1 L
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Caswell Beach
Fort Caswell
Cape Fear River
First Line of Vegetation - Oak Island, NC
February & March - 2003
Division of Coastal Management
North Carolina Department of Environment & Natural Resources
Legend
Oak Island 2003-Vegetation Line Survey Points
Oak Island 2003-Vegetation Line
Note 2402 Photography used as backgrourtd
Preliminary results established by NC Geod&Survey
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Data,Rrvtslon

INFILTRATION TRENCH ANALYSIS
Project # SW8 050802
Project Name Oceanic West
Recvng Stream Montgomery Slough
Drainage Basin Lumber
Site Area 0 706 acres
Impervious Area Calculation
Buildings 9060
Parking/Asphalt 16178
Other 3465
Total $87`03
Volume/Storage Calculation
If Rational Method is used, place a 1 in this boo
Required
Design Storm
RV
Volume to Store
Provided
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overftow elevation
Exgltration Rate /Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM NIA
Intensity, I = 33 inches / hour
Qr=CIA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches / hour
Volume for 10 yr 10 min event =
Filename S IWPDATAIWQSIINTRENCH1050802
Date
15-Aug-05
Reviewer
R Gordon
Classification
SA HQW
Index #
15-25-6
Drainage Area
30750 SF
0 71 Acres
Rational Cc (list C after each BUA)
095
095
095
% Impervious= 93 3%
Cc= 090
1 5 in
089
3421 CF
Pipe Size 1 Pipe Size 2
1 1 Feet
290 85 Feet
8 6 each
1822 401 Cubic Feet
12f$ Cubic Feet
Comments
Required volume, storage, and drawdown guidelines are met
6 283
4 712 SF
290
85 Feet
16
12 Feet
1
1 Feet
1600
12 00 SF
24 1 CF
1375 CF
3598 Cubic Feet
1127
0 21 CFS
1 3097 CFS
2401 74 CF <
9 2 Mean Sea Level
7 2 Mean Sea Level
10 2 Mean Sea Level
0 833 Cubic Feet Per Hour Per Sq Ft
5660 Square Feet
g thours
Must be > Or
3598 CF

LUMBER RIVER BASIN
Name of Stream Subbasm Stream Index Number Map Number Class
Drowning Creek
LBR50
14-2-(9)
G20SE6
WS-II,Sw,HQW,CA
Drowning Creek
LBR50
114-2-(10 5)
G21SW4
C,Sw,HQW
Duck Bait Slough (Northern Portion)
LBR51
14-20
J23NW2
C,Sw
Duck Bait Slough (Southern Portion)
LBR51
14-24
J23NW5
C,Sw
Dunn Swamp
LBR51
14-27-4
J239E1
C,Sw
DunnB Marsh (Hughes Mill Pond)
LBR53
14-22-1-3-2
H22NE9
C,Sw
Earnest Branch
LBR57
15-23-5
L24NE1
C,Sw
East Prong Juniper Creek
LBR55
14-34-4-3-3
H21NW1
C,Sw
East River
LBR59
15-25-12-1-1
L24SE3
SA,HQW
Eastern Channel
LBR59
15-25-6
L25NW7
SA,HQW
Eastern Prong
LBR58
15-4-1-1-2-4-2
J24NE5
C,Sw
Elkton Marsh
LBR58
15-4-1-1-2
J24NE1
C,Sw
Fall Swamp
LBR59
15-25-1-12-2-1
K25SE5
C,Sw
Fergerson Branch
LBR55
14-34-4-3-2
H20NE6
C,Sw
First Cross Swamp
LBR57
15-7-3-1
K25NW9
C,Sw
First Swamp
LBR55
14-34-11-3
I21NE7
C,Sw
Fishpond Branch
LBR53
14-22-7-2
123NE6
C,Sw
Fivemile Branch
LBR58
15-4-B-4-1
J23SE9
C,Sw
Flat Branch
LBR57
15-14-4
K24SE9
C Sw
Flowers Swamp
LBR51
14-26
J23NW1
C,Sw
Ford Branch
LBR59
15-25-1-8
K26SW7
C,Sw
Forked Creek
LBR50
14-2-11-9-(2)
G21SW4
C
Forked Creek (Pine Bluff Municipal Lake)
LBR50
14-2-11-9-(1)
G21SW4
B
Fox Creek
LBR59
15-25-11-1
L24SE3
SA,HQW
Frazier Branch
LBR53
14-22-1-3-1
H22SE3
C,Sw
Frazier Branch
LBR55
14-34-9
121NW6
C,Sw
Freeland Branch
LBR57
15-10
K24SE3
C,Sw
Fryer Swamp (Council Millpond)
LBR56
15-2-6-3
J25NW7
C,Sw +
Fullermore Swamp
LBR54
14-30-0 7
I21SE6
C,Sw
Gallberry Swamp
LBR53
14-22-1
H23SW3
C,Sw
Gapway Swamp (Buffkin Pond, Richardson Pond)
LBR51
14-31
K23NW2
C,Sw
Gause Landing Creek
LBR59
15-25-5
L25NWB
SA HOW
Georges Marsh
LBR53
14-22-1-3-0 2
H22NE7
C,Sw
Gibbs Creek
LBR59
15-25-2-15 5
L25NE4
SA,HQW
Gin Branch
LBR54
14-30-7-6
J22NE1
C,Sw
Goodman Swamp
LBR53
14-22-6
H23SEB
C,Sw
Goose Creek
LBR59
15-25-2-16-4-(1)
L25NW9
C,Sw
Goose Creek
LBR59
15-25-2-16-4-(2)
L25NW9
SA,HQW
Gore Branch
LBR57
15-14-5
K24SE6
C,Sw
Gore Creek (Gore Lake)
LBR57
15-13
K24SE1
C,Sw
Granny Branch
LBR55
14-32-9-1
H20SE2
B
Gravel Branch
LBR53
14-22-3-8
I23NW5
C,Sw
Graveyard Branch
LBR57
15-17-1-12-1-2
K23NE2
C,Sw
Green Branch
LBR51
14-27-4-1
J23SW6
C,Sw
Greenbrier Lake
LBR52
14-10-5-1
H22SW1
C,Sw
Greens Branch
LBR58
15-4-2-1
J23NE5
C,Sw
Grissett Swamp
LBR57
15-17-1-(5)
K23NE7
C,Sw
Grissett Swamp (Lake Tabor)
LBR57
15-17-1-(1)
K23NE4
B,Sw
Gum Branch
LBR53
14-22-2-2
H22SE3
C,Sw
Gum Branch Canal
LBR51
14-14-1
I22SE3
C,Sw
Gum Swamp
LBR51
14-5
H21SE2
C
Gum Swamp
LBR56
15-2-6-2
J25SW2
C,Sw +
Gum Swamp
LBR57
15-17-1-12-3
K23NE2
C,Sw
Gum Swamp Canal
LBR53
14-22-18
J23NW3
C,Sw
Gum Swamp Canal
LBR55
14-32-11-(1)
H20SE6
B
Gum Swamp Canal
LBR55
14-32-11-(2)
H20SE6
C,Sw
Gum Swamp Creek (Ida Mill Pond)
LBR55
14-32-(10)
H20SE6
C,Sw
Gum Swamp Creek (Lytchs Pond)
LBR55
14-32-(12)
H20SE6
B,Sw
Page 4 of 11