SW8050802_HISTORICAL FILE_20060209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�7 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
af.Y&Od2/J°%
YYYYMMDD

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC
February 9, 2006
Mr Ed Beck
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Oceanic West
Stormwater Permit #SW8 050802
Plan Revision
Brunswick County
NKT Project No 04133
Dear Mr Beck
Q�
j Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
j A Kuske, PE of Counsel
We are enclosing two (2) sets of revised plan sheets C2 and C3 for the subject project
for your files The revision is to reflect a datum change for the project It in no way
affects the function of the stormwater system, but only corrects a survey error across
the entire site
Please let us know if you require any additional information
assistance on this project
Sincerely,
NORRIS, KUSKE & TUNS ALL
CONSULTING ENGINEEF36, INC.
PhANorris,'
JPNlasn
04133 02-09-06-s-sw-plan revision-Itr
cc Bob McKeithan (wl 1 Set of Plans)
Thank you for your

NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all fnformahon below and CHECK required Permit .
q ls1
FAX or email to Cameron. Weaver(rfncmad.net along with a narradv_e and vrcinq map of the project location
Projects must be submitted by 9.00 A M. of the review date, unless prior arrangements are made.
APPLICANT Name
Company 6%md e
Address _City/State
Phone Emai
PROJECT Name___
PROJECT LOCATED IN Lv ,,,,1,._ r RIVER BASIN
ENGINEER/CONSULTANT P6 \
Company - r ..4
Address p.Cb �170:&� _ g .Q itylState p 4At) County I
Phone Fax `A6- 1,,5_': -o-oc.o tmail 1,
❑ STREAM ORIGINATION CERTIFICATION; Stream Name.
STORMWA TER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter 2 High Density -Infiltration ❑ Off Site
,COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT jX Upland Development ❑ Marina Development ❑ Urban Waterfront
r,LAND QUALITY N Erosion and Sedimentation Control Plan with -1, S7 acres to be disturbed
X❑ ,WETL4NDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands DelineatedlNo JD
l ❑ Greater than 01 AC Wetlands Impacted ❑Junsdictional Determination has been done
t� ❑ Less than 01 AC Wetlands Impacted []Greater than 0 5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the pennit applications
For DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

Project Narrative
CAMA Major Permit
Construction of a 15 Unit Condominium Building
Brunswick County
Oceanic West Development Group, Inc, Applicant
Oceanic West Development Group, Inc proposes to construct a 15-unit condominium
building on their property at West Beach Drive, Lots 10-13 (2720 West Beach Drive),
Oak Island, Brunswick County
The entire property falls within the 445 foot AEC The 120 foot Ocean Erodable Large
Structure Setback does not fall on the property Noms Kuske & Tunstall Consulting
Engineers, Inc have submitted the Stormwater and Sedimentation and Erosion Control
plans for the site

f- Star a m%'T
i-, _ N'l
0 24 48
SCALE 1" = 2 4 miles
CAMA Major Permit Application,
Land Management Group, Inc. USGS TOPOGRAPHIC West Beach Drive, Lots 10 &13
Environmental Consultants
PO Box 2522 MAP Applicant Oceanic West Development
Wilmington, NC 28402 Lockwoods Folly 7 5" Quad Group, Inc
910-452-0001 Job # 02-05-101 C
Date 717/05 Sheet 1 of 2

�`'na�tic�y�rr�N�n��c/ ��ah6rdl�a�f4
,fee; liii��/i�rr//�.�%irp��an
91f1 nas,9,4w , AlfrQ 2840 f
Cameron Weaver
NCDENR
127 Cardinal Drive Extension
Wilmington, N C 28405-3845
Re Oceanic West
Cameron,
A41 TI ce J%,r 2.;22
:Y11vite W0-4;2-000/
t 7/0-4;2-00I0
7/21 /2005 fr^firmr /u1'9' wf/ "O'd
Enclosed is the Request for Express Permit Review form and attachments (as relevant to
the CAMA Permit) Norms Kuske and Tunstall, Consulting Engineers, Inc will be
submitting the Fast Tract Stormwater and Sedementation and Erosion Control Plans
Please contact me with any questions that you may have regarding this proposed activity
Sincerely,
t^ r".-Aj '-� J-
Greg Finch
Staff Scientist
Enclosures
cc Oceanic West Development Group, Inc

B L 0 C K- 9 3
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EXISTING CAMPGROUND EXISTING SEPTIC AREA X
to
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Deed aoolc59Page-822 I D"d Book -ties Page-781 I VICINITY MAP
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102-iron rod set 10 [tear
s>dat iron rod a Sides
nD>. or lazcmty (May V-7)
Survey and Original Drwing By
Boney Land Surveyors, Inc

133
Intracoastal a Bravo
501h PI W
Tth PI W
East Ocean N
_
Lot-15
r
f S 67'22'45
Lot -14 `
kj
E 250,00'
Lai- 1. -12
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'
Site Location Map
E
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N I SEPTIC AREA I
REPAIr7 AREA I
I SEPTIC AREA
lNIS
I REPAIR AREA
I
AEC Lice ooroximate
(An I—------------------^
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TOWN OF OAK ISLAND I
4601 EAST OAK ISLAND OR
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OAK ISLAND, NC 28465
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901
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LOTS 11-15
BLOCK 93
OAK ISLAND HOLDINGS LLC
P.O. BOX 593
OAK ISLAND, NC 28465
PARCEL#-- ?340003701
I'A,4 MEN 1
WIVE
EDGE OF PAVEMENT L J
• `^ Entrance Drive
F20V
O
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FENCED
AREA
5 t37'Z2'45" E 205.Q0'
140' T
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OAK
ISLA
0. N.C. 28455
I I
EXISTING I
SWIMMING
DECK POOL 1111--
Parkin
TO REMAIN
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Entrance Drive N 6T2245 W 205.00'
5 75' 25' 105'
30 0'
EDGE OF PAVEMENT EDGE Or PAVEMENT
2175'
60' R/W WEST BEACH DRIVE
— 120' Ocean Eredabel Large Structure Setback (Approximate)—
I
12(1'
120'
i
— �_ •^ Flrsl -Ine of Ve eloticn AppraKlmaLe �• T 4� •`..� — —
ALB£RT C. �tHOMES JR
P.O. Box 7>93
Lot-15 LoL-14
Lot-13
ISLAND28465
SL ND3NC
rat-10
Lot.-12 PAK 4 E 17 Lot-li
LEGEND Original Drawing and Design by:
Norris Koske & Tunstall Consulting Engineers, 1,1 -.
Property Line Note: 120' Ocean Erodable Large Strucltire Project Lot Line — — — - — — Setback Does Not Reach Properly. �°� 22 `Jt Tlyt�ty 'g�O`
445' AEC Line* Oceanic West Sflb�lM7NIW7tf0� rson"A"
120' mean EladabBl Note: Entire Property Located Within The AEC.
Large saaSeatio+,
First Line off V Note: AEC = 445' From First Line of Vegetion. In Red 0 Sow 2522
eget alron •— -^ W A 1, 281101
•Approximate Lacolion at 445' AEC Lirse. `}lie PIGr �I p w dg�rrWp 000
As S<olcd Frnm 'First Line of Vegelalian-Oak Island. N.C. J 7�O�Ri!L �V 00
5urveyed in February and March 2003.
Produce by the Division at Coastal Munagement. St�.6lrN
Dpllet Rrvlldon 1 "= 40' fir' 02-05-1 U 1 C
D in' 20' 40, Bair
7/21/2005 NA Sh9wt
GSF Nunber+ 3 of 3

State Stormwater Management Systems
Permit No SW8 050802
e STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr Robert K McKeithan & Oceanic West Development Group, Inc
Oceanic West
Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H 1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until August 16, 2015, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 28,703 square feet of
impervious area This trench must be operated with a 50' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans There is no built -upon area available for
future development with this permit
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Donn 7 of A

State Stormwater Management Systems
Permit No SW8 050802
6 The
following design criteria have been provided
in the infiltration trench and
must
be maintained at design condition
a
Drainage Area, acres
0 706
Onsite, ft2
30,750
Offsite, ft2 0
0
b
Total Impervious Surfaces, ft2
28,703
c
Design Storm, inches
1 5
d
Trench Dimensions, L x W x H, ft
290 x 16 x 1
85x12x1
e
Perforated Pipe Diameter/Length
12"/2830'
f
Bottom Elevation, FMSL
92
g
Bypass Weir Elevation, FMSL
102
h
Permitted Storage Volume, W
3,597
1
Type of Soil
Newhan Sand
i
Expected Infiltration Rate, in/hr
10
k
Seasonal High Water Table, FMSL
72
1
Time to Draw Down, hours
076
m
Receiving Stream
Montgomery Slough/Eastern
Channel
n
River Basin
Lumber
o
Stream Index Number
15-25-6
p
Classification of Water Body
"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

State Stormwater Management Systems
Permit No SW8 050802
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowin.9 and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an -appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
0 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 050802
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 050802
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 16th day of August, 2005
N07 CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan Vv KIImeK, P t , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 050802
Oceanic West
Stormwater Permit No SW8 050802
Brunswick County
Designers Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 050802
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure elevations are per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 8 of 8

UNDERGROUND INFILTRATION TRENCH MAINTENANCE REQUIREMENTS
Project Name, Oceanic West
Robert K McKeithan, President
Responsible Party Name Oceanic West Development Group, Inc
(Please type or print clearly)
Address 2726 West Beach Drive Oak Island, NC 28465 Phone No
NKT #04133
910-523-2148
I The trenches will be constructed in accordance with the approved stormwater plans and
specifications, including traffic bearing piping, and compacted void ratio verification
2 Inlet catch basins and piping will be inspected monthly or after every runoff producing
rainfall event, whichever comes first The basins, grates, piping and bypass weirs will be
cleared of accumulated trash
3 Swales and vegetated filters will be inspected monthly or after every runoff producing
rainfall event, whichever occurs first Eroded areas will be repaired before the next storm
event
4 The water level in the monitoring wells will be recorded once a month or after a I" rainfall
event whichever comes first Chronic high water table elevations (within V of the bottom
of the system for a period of 3 months) must be reported to DWQ, 395-3900
5 If the system is failing, as determined by DWQ, the system will be immediately repaired or
replaced to original design specifications Repair may include the necessity of removing
existing pavement to reach the underlying trench If the system cannot be repaired to
function, other stormwater control devices, as allowed by NCAC 114.1000, must be
designed, approved and constructed
6 Annual testing/cleaning of the system will be performed by an approved method
1, Robert K McKeithan, President , agree to be responsible for performing
the maintenance items as listed above for this project I agree to notify NCDWQ of any problems with
the system, or changes of the name of the p1piSq1,-aame of the responsibility party or address
Signature
Revised 2n5/97
Date

Date Design 1 • kSSheet
NORRIS, KUSKE &TUNSTALL 902 Market St
CONSULTING ENGINEERS INC Wilmington, N C 28401-4733 Of
Check Job For b No
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Yl CONSULTING ENGINEERS INC Wilmington N C 28401-4733Alr� Of
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w6,00't rym. RECEIVED
�04�0 Ax2522 JUL 15 2005
�'r�rixar , ,/iraiA WaR4na 28402
&I,OAM e: 9o-452-0001
,4tafn61 'o
9"de -15 Y 0 S&Z 7720
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3805 0)(Vy ,&w& dmenue a&nAv, "27954
GX' "Ung7an, AP2840'4 91wm 252-473-3400
July 13, 2005
Bob McKerthan
4263 Airport Road
Southport, NC 28461
Reference Stormwater infiltration study at Oceanic West Condominiums on West Beach Drive in
Oak Island, NC
Dear Mr McKerthan
Land Management Group, Inc has had the pleasure of evaluating the aforementioned
stormwater mfiltration site as described in the attachment The purpose of the evaluation was to
describe the soil profile, quantify the depth to the seasonal high water table, estimate infiltration
rates and to inform the project engineer of any potential hnutations of this project I offer the
following comments
The soils at this site are typical of the Newhan soil series There is no lrmrting layer from
a hydraulic perspective (see complete profile descriptions attached) The estimated long term
infiltration rate is between 10 and 20 inches per hour and the short term mfiltration rate may
exceed 50-100 inches per how in the soil sur&ce These numbers are confirmed by actual
hydraulic conductivity testing performed on the adjacent tract for the wastewater analysis The
seasonal high water table is evident by observation of redoxunorphnc features suggesting past
conditions of saturation: and reduction There is evidence of redoxrmorphrc features between 41"
and 48" across the site Specifically, we confirmed the depth to the seasonal high water table to
be4l ", 41", 45", 46", 48", and 48" inthe soil borings Physical water levels were observed in the
soil borings and are recorded in the attachment The physical water depth ranged from 40" to 51"
deep during our investigation
In summary, LMG has evaluated the aforementioned site and has found that it has a
seasonal lugh water table in excess of 4 1 " and has an infiltration rate in excess of 10 inches per
hour Please do not hesitate to contact me if you have any questions with this report I may be
reached at 910-452-0001, 910471-0777 or at Mlliams@,lmgroup net _
Sincerely,
Iohn P Williams
NC Licensed Soil Scientist, #1113
SC Professional Sort Classifier, #58

West Beach Dr
Soil Profile Descriptions
Holes SWI-SW6
July 13, 2005
Hole SWI
Fill — 0-16" Sandy Loam, structureless, slightly sticky, non plastic, 10YR 5/6
Fill 2 — 16-22" Sandy Clay Loam, structureless, slightly sticky slightly plastic, 10YR 5/8
CI — 22-38" Sand, Single Grained, non sticky non plastic, 2 5Y 6/3
C2 — 3847" Sand, Single Grained, non sticky non plastic, 2 5Y 6/4
Cg -- 47-53" Sand, Single Grained, non sticky non plastic, 2 5Y 4/2, with I OYR 5/6
mottles
C' — 53-60"+ Sand, Single Grained, non sticky non plastic, 2 5Y 5/3, with 1 OYR 5/8
mottles
Physical H2O — 50"
SHWT — 47"
Hole SW2
Fill — 0-11" Sandy Loam, structureless, slightly sticky, non plastic, 10 YR 5/6
Fill --11-17" Sandy Clay Loam/Sand, structureless, slightly sticky slightly plastic,
(IOYR 5/8Y(2 5Y 6/3)
C1-17-33" Sand, Single Grained, non sticky non plastic, 2 5Y 6/3
C2 — 33-41" Sand, Single Grained, non sticky non plastic, 2 5Y 6/4
C3 -- 41-60"+ Sand, Single Grained, non sticky non plastic, 2 5Y 5/3, with 1 OYR 5/6
mottles and 2 5Y 4/2 organic stains at 45"
Physical H2O — 51"
SHWT — 45"
Hole SW3
Fill — 0-12" Sandy Loam, structureless, slightly sticky, non plastic, 10 YR 5/6
Fill 2—12-18" Sandy Clay Loam/Sand, structureless, slightly sticky slightly plastic,
(I OYR 5/8)/(2 5Y 6/3)
C1-18-38" Sand, Single Grained, non sticky non plastic, 2 5Y 6/3
C2 --- 38-46" Sand, Single Grained, non sticky non plastic, 2 5Y 6/4
C3 — 46-6011+ Sand, Single Grained, non sticky non plastic, 2 5Y 5/3, with 1 OYR 5/6
mottles and 2 5Y 4/2 organic stains at transition
Physical H2O — 50"
SHWT — 46"

Hole SW4
Fill l — 0-24" Gravelly Sand, structureless, non sticky, non plastic, 10 YR 5/3
Fill 2 — 24-30" Sandy Clay Loam, structureless, slightly sticky slightly plastic, 10YR 5/6
CI — 30-48" Sand, Single Grained, non sticky non plastic, 2 5Y 5/3, with IOYR 5/6
mottles
C2 — 48-63" Sand, Single Grained, non sticky non plastic, 2 5Y 6/3, with I OYR 5/6
mottles, organic stains at transition
Physical H2O — 51"
SHWT — 48"
Hole S W5
Fill — 0-5" Gravelly Loamy Sand, structureless, non sticky, non plastic, 1 OYR 3/3
Ab — 5-10" Sand, Granular, non sticky non plastic, 2 5Y 6/4
C1-10-41" Sand, Single Grained, non sticky non plastic, 2 5Y 6/3
C2 — 41-63"+ Sand, Single Grained, non sticky non plastic, 2 5Y 6/3, with 10YR 5/8
mottles, organic stains at transition
Physical H2O — 48"
SHWT — 41"
Hole SW6
Fill — 0-5" Gravelly Loamy Sand, structureless, non sticky, non plastic, 10YR 3/3
CI — 5-24" Sand, Single Grained, non sticky non plastic, 2 5Y 6/4
C1— 24-48" Sand, Single Grained, non sticky non plastic, 2 5Y 5/4
C2 — 48-60"+ Sand, Single Grained, non sticky non plastic, 2 5Y 5/2, with organic stains
at transition
Physical H2O — 40"
SHWT — 48"
Estimated Infiltration Rate is 10 inches per hour at 24 inches above SHWT

i
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—EDGE PAVEMENT —
66 R/W DOLPHIN DRIVE
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TRASH CONTAINER
ENCLOSURE
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OAK ISLAND HOLDINGS LLC 3 I
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P 0 BOX 593
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OAK ISLAND NC 2B46$ I I
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PROPOSED CONDOMINIMUM FOOTPRINT
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EDGE OF PAVEMENT EDGE OF PAVEMENT
205
60 R/w WEST BEACH DRIVE
FENCED AREA
(TRASH CONTAINERS)
ALBERT C ITHOMES JR
- --- PC Box 593
Lot-15
Lot-14
]n1-13
OAK ISLANO NC 28465
Lot-10
Wt-9
Lot-12 PARCEL/ 234OEO17 lvt-11
Note Drawing To Be Used For Sal Boring
Locations Only Sod Boring Locations Are
Approximate Land Management Group Inc Is
Not Responsibie For The Accurocy Of Information
Provided By Otrier Porties
Originol Drawing and Design by
Norris Kuske & Tunstall Consulting Engineers Inc

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http l/www topozone corn/print asp?z=l7&n=3756289 12025439&e=759846 58059734&s= 8/4/2005

SOSID. 781137
State of North Carolina Date Filed- 5/6/200512 14.00 PM
Department of the Secretary of State Elaine F Marshall
North Carolina Secretary of State
ARTICLES OF INCORPORATION C200511100241
Pursuant to §55-2-02 of the General Statutes of North Carolina, the undersigned does hereb
Incorporation for the purpose of forming a business corporation
1 The name of the corporation is Oceanic West Deve
2 The number of shares the corporation is authorized to issue is One Hundred Thousand (100, 000)
3 These shares shall be (check either a or 6)
a [E all of one class, designated as common stock, or
b ❑ divided into classes or series within a class as provided in the attached schedule,
with the information required by N C G S Section 55-"l
4 The street address and county of the initial registered office of the corporation is
�
Number and Street 4263 Airport Road,'
City Southport State NC Zip Code 28461 County Srunawirk
5 The mailing address, if different from the street address, of the initial registered office is
Number and Street
City State Zip Code County
6 The name of the initial registered agent is Robert K. MrKQi than
7 Principal office information (must select either a orb)
a ® The corporation has a principal office
The street address and county of the principal office of the corporation is
Number and Street 4263 Airport Road
City_ . Southport State_ NC Zip Code ,284rj County jx nawi ric
The mailing address, rfdifferentfrom the street address, of the principal office of the corporation is
Number and Street
City State Zip Code Count
b ❑ The corporation does not have a principal office
CORPORATIONS DIVISION P 0 SOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form R-0/)

8 Any other provisions, which the corporation elects to include, are attached
9 The name and address of each incorporator is as follows
Robert „K;McKeithan 42-63 Airport agad. Sputhport. NC 28461
10 These articles will be effective upon Ming, unless a date and/or time is specified.
This the 19th day of Apr 200
NOTES
CORPORATIONS DIVISION
(Revised January, 2002)
Signature
Robert K. McKeithan Inc or orator
Type or Print Name and Title
P O BOX 29622
RALEIGH, NC 27626-0622
(Form B-01)

M09/15/2005 MON 14:19 FAX [phone] Norris, Kuske, Tunstall 001/004
OM
ORRIS, KUSKE & TUNSTALL John S Tunstall, P E J Phillip Norris P E
CONSULTING ENGINEERS INC. Kent P_ Harrell, P E Jahn A Kosice, III, P E
James T Pyrtle, P E J A. Kuske, P E
902 Market Street • WihuVon, NC 28401-4733 • Phone [phone] * Fax [phone]a
E-Mail. of oe@nkteng com
LETTER OF TRANSMITTAL
To Rob Gordon Date August 15, 2005 Job No 04133
NC DENR - Wilmington subject- Oceanic West
Brunswick County
WE ARE SENDING YOU VIA FAX
ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
COPIES I DATE I NO
FAX ' TRANSMITTAL: r ,NUMBER OF _PAGES
;INCLUDING THIS TRANSMITTAL``
Call= 910-343-9653, : ff, i�you° have" any difficulty
,reeving this`inessage x -
11 1 1 08-15-05 1 1 Rernsed State Stormwater Underground Infiltration Trench Supplement H
® AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR YOUR USE ❑ FORBIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS
CC
Per your telephone conversation today with Phil Noms, P E
SIGNED J Phillip Norris, P E , / asn
CONFIDENTIAL AND PRIVILEGED Information contained in this document to privileged and confidential, intended for the sole use of the
addressee If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and
return to the address above

J Phillip Norris, PE
NORRIS, KUSKE &TUNSTALL John Kuske,111,PE
Am�'&Mgw�_WE John S Tunstall, PE
CONSULTING ENGINEERS, INC J A Kuske, PE of Counsel
August 8, 2005
Mr Robert D Gordon, Environmental Engineer II
NC DENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Oceanic West
SW8 050802
Additional Information
NKT Project No 04133
Dear Mr Gordon
We are responding to your letter of August 4, 2005 requesting additional information as follows
1 We are enclosing documents that show Mr McKeithan is President of Oceanic West
Development Group, Inc
2 The note has been changed as requested
3 Existing spot elevations have been added
4 Dimensions have been added
5 Additional details have been added to depict how the system works
6 The trench system has been relocated so it is not under the vegetated filter
7 The trench length has been corrected on the plans and in the calculations
8 The details have been corrected
9 The infiltration trench detail has been changed as requested
10 A by-pass has been added
11 Spot elevations have been added to the vegetated filter to show flow directions
12 The project boundary dimension has been corrected
We are enclosing two (2) sets of revised plans, one (1) copy of the revised calculations and one (1)
copy of the Minutes of Organizational Meeting for your continued review and approval Please
contact us if you need any additional information Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, IN
i hill rns, P �� �' a 2005
JP lasn 04133 0&o&m-s-sw response-itr
c Bob McKeithan
902 Market Street 0 Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]

AUG-05-2005 11 55
843 448 3022 P 01i07
BEUAMY, RUTENBERG,
COPELAND, P PPS, GRAVELY &
BOWERS, P.A.
o `"N X RUNT �R ' AT ORMS AT LAW
J°KN a COPELANO 1000 29TH AVIENVE NORTH
JFL
CLAWS
R c VELY"• P O BOX 357
aaw�u S''R• MYRTLE BEACH, SC 29578
M L f GFUMTH TELEPHONE (W) �448.Z 400
,OLL F GRIFFITH
TELECOPIBR (8413) 448-3022
CERMIM8KCHUBTWrA.7 MLAW
ALIQ UNDO WRIW CA40L ► AAR
FACSIMILE COVER SHEET
FAX NUMBER TRANSMITTED TO: 1-910-343-9604
To: Phil Norris
Of;
From: Pam Verble
Date. Fnday, August 5, 2005
Client/Matter. Oceanic West Development Group, Inc
DAW EL M fR
C, WINOW MHU65 K Al
DOWLA5 uL MIC0
JEFFREM KING —
WRY ANNA NEILL
MIARTINC DAMY
ROBST6 VELTON
HOWELLY KLLAMY IA
EMS LAQJLERE
DOCUMENTS
NUM6ER OF PAGES'
Minutes of organizational Meeting of Directors of
Oceanic West Development Group, Inc designating
Robert Kenneth McKekhan, .!r as President
6
COMMENTS: Please call me at 843-282-5342 with any questions you may have
regarding this matter Thank you
Pam Verble, Legal Ass
AUG 1 0 2005
BY &
CONFIDENTIALITY NOTICE
This transmission is intended only for the use of the individual or entity to which it is addressed and may contain information
that is privileged and confidential If the reader of this message is not the intended recipient, you are hereby notified that
any disclosure distribution, or copying of this Information is strictly prohibited If you have received this transmission in
error, please notify us immediately by telephone and return the original documents to us at the above address via the United
States Postal service
' NOT INCLUDING COVER SHEET, IF YOU ao NOT RECEIVE ALL PAGES, PLEASE CONTACT Pam Verble
IMMEDIATELY AT 843-448-2400

AUG-05-2005 11 56 843 448 3022 P 02/07
MINUTES OF ORGANIZATIONAL MEETING OF BOARD OF DIRECTORS OF OCEANIC
WEST DEVELOPMENT GROUP, INC
The Organizational Meeting ofthe Board ofDireetors of Oceanic Nest Development
Group, Inc, was held at the office the corporation, 4263 Airport Road, Southport, North Carolina
at 3 00 P M on May 6, 2005, pursuant to the original Waiver of Notice appearing in the Minute
Robert Kenneth McKeithan, Jr acted as Chairman of the meeting and Robin
McKeithan Furnier acted as Secretary The initial Director named in the Meeting of the
Incorporators and Subscribers was present
The Chmman stated that the Articles of Incorporation had been filed with the
Seci etary of State in Raleigh, North Carolma He presented a copy of the Articles of Incorporation
to the Meeting and they were ordered filed with the permanent records of the Corporation
The Secretary presented and read to the Meeting the minutes of the Meeting of the
Subscribers to the Capital Stock of the Corporation, and the same were, on motion, duly made and
unanimously earned, in all respects ratified, approved and confirmed.
The Secretary presented a proposed form of By -Laws for the regulation and
management of the affairs of the Corporation The By -Laws were read, article by article After due
deliberation, the proposed set of By -Laws were unanimously adopted as the By -Laws of the
Corporation and were ordered to be made a part of the permanent records of the Corporation
Next followed a discussion regarding the Principal Office for the Corporation It was
deeded that an office of the Corporation be established and maintained at 4263 Airport Road in the
City of Southport and State of North Carolina, and that meeting of the Board of Directors from time

AUG-05-2005 11 57
843 448 3022 P 03/07
to time may be held either at the Pnncipal Office or at such other place as the Board of Directors
shall from time to time order
The Chairman stated that the number of Directors to serve for the ensuing fiscal year
of the Corporation should be determined at this time After due deliberation and upon motion duly
made and seconded, the following resolution was adopted
RESOLVED that the number of Directors of the Corporation to serve for the ensuing
fiscal year will be one (1)
The following was confirmed as sole Director of the Corporation after being elected
at the Meeting of Incorporators and Subscribers to Stock held on Apn118, 2005 to serve until his
successors shall have been elected and qualified
Robert Kenneth McKeithan, Jr
The appointment of 0fficers of the Corporation was discussed and after consideration
was given to the responsibilities and duties of each office, the following persons were unanimously
appointed to the office set opposite their respective names to serve until the next annual meeting of
the Directors and thereafter, until their successors shall be duly appointed and qualified
Robert Kenneth McKeithan, Jr - President
William Patrick McKeithan - Vice President
Robin McKeithan Former - Secretary/Treasurer
The President and Secretary thereupon assumed their respective offices in place and
stead of the Temporary Chairman and Temporary Secretary
01

AUG--05-2005 11 57 043 449 3022 P 04/07
There was then a discussion concerning the issuance of common stock to the
subscribers pursuant to the Subscription Agreement w1uch was presented by the President. Upon
motion duly made, seconded and discussed, it was
RESOLVED, that pursuant to the terms of the Subscription Agreement previously
executed by the subscribers, the proper Officers of this Corporation are hereby authorized to issue
stock to the parties hereinafter named, in the amounts set opposite their respective names, pursuant
to the Subscription Agreement signed by the parties
Name No of Shares
Lee McKeithan Seaton
200
Tnnothy Wayne McKeithan
200
William Patrick McKeithan
200
Michael Cary McKeithan
133-1/3
Robin McKeithan Fernier
133-1/3
Robert Kenneth McKeithan, Jr
133-1/3
The Chairman next recommended to the meeting that the Corporation elect to be
exempt from Federal Income Tax, pursuant to Subchapter S (Section 1361-1379) of Chapter 1 of the
Internal Revenue Code of 1986, as amended After some discussion of the recommendation, on
motion duly made and unanimously adopted, it was
RESOLVED, that the President of the Corporation is empowered and directed to take
such action as may be necessary to subject the Corporation to the provisions of Sections 1361
through 1379 of the Internal Revenue Code as of the beginning of the first taxable year of its
existence
RESOLVED, salary payments, or other compensation or reimbursement made to an
Officer of the Corporation that shall be disallowed to the Company, m whole or in part as a
deduction to the Company for Federal Income Tax purposes, shall be reimbursed by such Officer
3

RUG-05-2005 11 57
643 448 3022 P 05/07
to the Company to the full extent of the disallowance within five (5) days after the Board of
Directors shall demand said payment. It shall be the duty of the Hoard of Directors to enforce
payment of each such amount disallowed. A payment shall be deemed to be disallowed only when
the time has lapsed for an appeal from or review of the adverse decision of the last tribunal or agency
to consider the issue
The Corporation shall have the right to withhold twenty-five (25%) percent of each
paycheck due said Officer after the said allowance, until the amount so disallowed shall be repaid
The next items of business were several routine matters which the Chairman
suggested be approved by resolution at this time in order to complete the organization of the
Corporation The following motions were made, seconded and unanimously adopted
RESOLVED, that the forms of stock certificates presented and read be approved and
adopted and the Secretary be instructed to insert a specimen in the Corporate Record Book and that
the Corporate Record Book, including the Stock Transfer Ledger, be and hereby is adopted as the
Record Book and Stock Transfer Ledger of the Corporation, and further
RESOLVED, that the Secretary or other proper Officer of this Corporation be and he
is hereby authorized to pay or cause to be paid all fees and expenses incident and necessary to the
organization of the Corporation and to reimburse any person who has made any disbursement
therefor, and further
RESOLVED, that for the purpose of authorizing the Corporation to do business n any
state, territory or dependency of the United States or any foreign country in which it is necessary or
expedient for this Corporation to transact business, the proper officers of this Corporation are hereby
authorized to appoint and substitute all necessary agents or attorneys for service of process, to
4

AUG-05-2005 11 57
843 448 3022 P 06/07
designate and change the location of all necessary statutory officers and, under the corporate seat,
to make and file all necessary certificates, reports, powers of attorney and other instruments as may
be required by the laws of such state, territory, dependency or country to authorize the Corporation
to transact business therein, and further
RESOLVED, that the Officers of the CorporaUonbe and they are hereby authorized
and directed to do and perform all acts and things necessary and appropriate to commence and carry
on the business which the Corporation was formed to conduct.
There being no further business, the meeting Aoumed
Ro mn McKer ail Furmer, Secretary
A

AUG-05-2005 11 58
843 448 3022 P 07/07
WAIVER OF NOTICE AND RATIFICATION OF ORGANIZATIONAL MEETING OF OCEANIC
WEST DEVELOPMENT GROUP, INC
The undersigned, being the sole Director of Oceanic West Development Group, Inc ,
waives notice of the foregoing meeting and does hereby ratify, approve and confirm all that has
occurred at such meeting, the minutes of which we have read, and in signification of such approval,
ratification and confirmation, and of my consent to any and all acts of said meeting, do hereby sign
my name and affix my seal, the Pith day of May, 200.
P
Tr-I'MI 0 Mr?

P 1
* * * COMMUNICATION RESULT REPORT ( AUG 5 2005 9 17AM ) * * *
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
---------------------------------------------------------------_-----------------------------------
906 MEMORY TX 93439604 OK P 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: August 4, 2005 No, of Pages: 3
To: Phil Norris, PE From: Robert Gordon
Company: Norris, Kuske & Tunstall Express permitting secl on
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050802
Project Name: Oceanic West
MESSAGE:
Additional information request for Oceanic West The original will be mailed
to the applicant Give me a call if there are any questions, Thanks

FAX COVER SHEET
Date. August 4, 2005 No. of Pages- 3
To. Phil Norris, PE From: Robert Gordon
Company: Norris, Kuske & Tunstall Express permitting sec ion
FAX #- 910-343-9604 FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050802
Project Name- Oceanic West
MESSAGE.
Additional information request for Oceanic West The original will be mailed
to the applicant Give me a call of there are any questions Thanks

�OF W ATF19 Michael F Easley, Governor
O G William G Ross, Jr, Secretary
r North Carolina Department of Environment and Natural Resources
idli Alan W Klimek, P E Director
Division of Water Quality
August 4, 2005
Mr Robert K McKeithan
Oceanic West Development Group, Inc
2726 West Beach Drive
Oak Island, NC 28465
Subject: Request for Additional Information
Stormwater Project No. SW8 050802
Oceanic West
Brunswick County
Dear Mr McKeithan
The Wilmington Regional Office received a Stormwater Management Permit Application for
Oceanic West on August 2, 2005 A preliminary review of that information has determined
that the application is not complete The following information is needed to continue the
stormwater review
1 Please provide documentation that Mr McKeithan is President of Oceanic West
Development Group Inc This information is typically available on the Secretary of
State's web site, but the company is new and an annual report has not been filed
2 Please change the note on sheet 2 to require all runoff and roof drains to be directed to
catch basins
3 Please provide some existing elevations or contours for the site
4 Please provide enough building dimensions to verify area specified on the application
5 Please provide CB#3 detail and how it distributes runoff to the trench system
6 The trench system may not placed underneath the vegetated filter
7 The 365' trench length appears incorrect, please correct and place the length on the
drawings
8 The CB details shows 7 trench pipes, but the calculation specifies 8 Please address
the discrepancy
9 Please place the elevations and the SHWT elevation on the infiltration trench detail
10 Please design a bypass at each inlet
11 Please place some spot elevations on the vegetated filter to verify flow direction
12 There appears to be an error in the project boundary dimension on the North and South
ends`of the property (reads 300 ft, scales 200 ft)
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 3845 FAX [phone] Internet h2o enr state nc us None h Caroltria
An Equal Opportunity/Affirmative Actron Employer— 50% Recyded110% Post Consumer Paper )Rturall f'

Oceanic West
August 4, 2005
Stormwater Permit # SW8 050802
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to August 15, 2005, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone]
Sincerely,
aiD. 4�-
RobeD Gordon
Environmental Engineer 11
ENBIRDG SIWQSISTORMWATERIADDINFO120051050802Aug4
cc Phil Norris, PE, Norris Kuske & Tunstall
Robert D Gordon

NORRIS, KUSKE &
TUNSTALL
CONSULTING ENGINEERS, INC
August 1, 2005
Mr Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Express Review Submittal
Oceanic West
Oak Island, NC
NKT Protect No 04133
Dear Mr Weaver
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
fib
9�3k"),,rC-CJ /R06
Enclosed are two (2) sets of plans for the subject project, one (1) set of calculations,
one (1) copy of the stormwater narrative, one (1) copy of the Stormwater Infiltration
System Report, the original Division of Water Quality Stormwater Management Permit
application, the original SWU-107 supplement form, the original Underground Infiltration
Trench Maintenance Requirements form, and a $4,000 00 check for the express permit
review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
J hills Norris, P E
JPN/asn
04133 08-01-05-s-sw express-Itr
Enclosures
RECEIVED
AUG 0 2 2005
�Vg 8 ca
cc Robert McKeithan / Oceanic West Development Group, Inc
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]

K/22/2005 FRI 13.16 FAX [phone] Norris, Kuske, Tunstall 4001/009
VT I pan - . � sc� LLI f- o� fitSS
&Vx p
qjJ uk) da-k NCDENR
North Carolina Department of Environment and Natural Resou9e-ns
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
tl I e cJ � NKT #04133
Request for Express Permit Review
FILL-IN all Information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinihr man of the project location. 9 Projects must be submitted by 9.00 A.M. of the review date, unless prior arrangements are made
APPLICANT Name Bob McKeitharZ___
Company Oceanic West Development Group.Inc
Address 2ZR W ach Dn a CitylState Oak Island, NC _ Zip 284U County Brunswick
Phone [phone] Fax NIA Email NI
PROJECT Name Ooeanlc West
ENGINgER/CQNSULTANT Phil Noms, P E
Company Norris, Kuske & Tunstall.Consulting Engineers. Inc
Address 202 Market Street --City/State WiliningLon. C Zip 2 Ob1 -..--,_County New Hanover
Phone 910 M3-9553 Fax 910-343,qfiO4 Email E)noms@oktena com
❑ STREAM ORIGINATION CERTIFICATION
STORMWATER ❑ Low Density ❑ High Density -Detention Pond ® High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures lnformabon
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 11 acres to be disturbed
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) Wetlands Delineated/No JD
❑ Greater than 01 AC Wetlands Impacted RJunsdictional Determination has been done
❑ Less than 01 AC Wetlands impacted ❑Greater than 0 5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the ongrnal Express Review permit application
fee, to be charged for subsequent reviews due to the ►nsufflclency of the permit applicabons.
l=or DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LQS $
401 $
Total Fee Amours $

O7/22/2005 FR1 13,18 FAX [phone] Norris, xuske, 'runstall
C. umm
qf
NC 21r
NTRACOASTAL WATERWAY
w
U
o �,:jq, "hc�j— z
VICINITY MAP
NO SCALE

07/22/2005 FRI 13:17 FAX [phone] Norris, Kuske, Tunstall
Z003/009
NARRATIVE
DESCRIPTION
The project site is a 0 31 acre tract located in Oak Island, North Carolina The
soils of the site consist of lightly vegetated, sandy topsoil and grades ranging from 0 5%
to 1 0% Approximately 1 1 acres mill be graded to allow construction of a condo
budding and off -site septic system The runoff from the site is estimated using the
rational method 10-year design storm and rainfall data for the area Construction is
scheduled to begin as soon as all permits and approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications give the requirements for erosion control
measures Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property A gravel construction entrance will be constructed at the two entrances
Maintenance will be provided by the grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The project site is located in Brunswick County Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to the infiltration system
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations Additional silt fence will be installed
when and if conditions warrant during construction The infiltration system will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed Disturbed areas will be landscaped or seeded upon
completion

07/22/2005 FRI 13.17 FAX [phone] Norris, Knske, Tunstall
4004/009
r
EROSION CONTROL NOTES AND MAINTENANCE PLAN
Install erosion control measures before beginning construction or as soon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
2 Maintain the gravel construction entrances in a condrtion to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This will require periodic top dressing
with additional No 4 stone Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately
3 Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction Inspect the erosion control around the inlets after
each rain and make repairs immediately Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rams When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sediment fence will be repaired as necessary to maintain
a barrier Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing
5_ Inspect temporary sediment traps / check dams after each period of significant
rainfall Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing Check the structure for damage from
erosion or piping Periodically check the depth of the spillway to ensure d is a
minimum of 1 5 ft below the low point of the embankment Immediately fill any
settlement of the embankment to slightly above design grade Any nprap
displaced from the spillway must be replaced immediately After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment Smooth the area to blend with the adjoining areas and
stabilize properly
6 No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan All slopes shall be seeded and stabilized within
15 days

07/22/2005 FRI 13:17 FAX [phone] Norris, Kuske. Tunstall 4005/009
r
7 The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2 0 ft below the top of the riser Gravel will be
cleaned or replaced when the sediment pool no longer drams properly
8 All disturbed areas shall be seeded within 15 days of disturbance All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover
9 More stnngent measures shall be used to halt erosion if those shown on this plan
are not effective
10 All erosion shall be controlled including side slopes before the protect is
completed
11 Remove temporary measures upon completion of project All permanent
measures will be well established before project closeout

07/22/2005 FRI 13.17 FAX [phone] Norris, Kuske, Tunstall
4006/009-
SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations
12 The Contractor shall install all required silt fences, and construction entrances at
the inibabon of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations
1.3 The Contractor shall, within 15
disturbing activities, provide permane
Temporary and permanent erosion con
economical, effective, and continuous
construction and post -construction period
permanent seeding
2 PRODUCTS
days of suspension or completion of land
nt protective covering for disturbed areas
trol measures shall be coordinated to assure
erosion and siltation control throughout the
Use the specified seed for both temporary and
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agncultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphak emulsion, jute or other
surtable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye gram Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 86 percent
27 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center The bottom of the fabric shall be buried a
minimum of 6 inches
28 Gravel for check dams shall be #57 washed stone

01/22/2005 FRI 13.17 FAX [phone] Norris, Kuske, Tunstall
9 007/009
29 Aggregate for construction entrance shall be #4 washed stone
210 Stone np rap for check dams and erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 General Take every practicable measure during construction or suspension to
work to minimize erosion and siltation Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping sod or sediment into any wetland or watercourse
322 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all cut, fill and ditch slopes to minimum slope of 3.1, unless otherwise
shown or directed
33 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem
3 3 1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required
1 Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet Jute and mesh
should be installed as per manufacturer's instructions
2 Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3 3.2 Snit Fences shall be used at the base of slopes to restrict movement of sediment
from the site Clean silt fence of accumulated sediment after each rainfall event or
when d exceeds a depth of 0 5 feet above natural grade
333 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A np rap at minimum two feet high and three feet thick across the

07/22/2005 FRI 13:18 FAX [phone] Norris, Kuske, Tunstall
4 Un/UUU.
watercourse, with a one foot thick layer of gravel on upstream side Remove sediment if
accumulated to a depth of 10 feet at upstream face
3.4 Vegetabve Cover, Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work
3 4 1 Preparation of Seedbed Areas to be seeded shall be scanfied to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds per 1000 square feet
Fertilizer 17 pounds per 1000 square feet
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture Seed shall be worked into the bed to a depth of 1/4
inch Regrade and seed eroded areas immediately
343 Mulch all areas immediately after seeding Mulch shall be applied and anchored
as specified hereinbefore Reapply as necessary to retain cover until grass is
established
35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed Remove soil rf accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure Permanent streambank protection and grassed areas shall be
maintained until completion of the project Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired
5
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