SW8060338_HISTORICAL FILE_20071129

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 V 0338
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Cp HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 0-1 It Z 9
YYYYMMDD

\o�0FWarF9OG Michael Efslcs Governor
Governor
G Ross Jr Secretan
UJ [ North Carolina Depanmcnt of I rornonment and Natural Resources
(7 Coleco H Sullins Director
Dn ision of Water Qualm
November 29, 2007
Mr Mark A Saunders, President
Ocean Isle Palms, Inc
131 Ocean Blvd West
Holden Beach, NC 28462
Subject Stormwater Permit No SW8 060338MOD
Ocean Isle Palms Phase 1
High Density Subdivision Project
Brunswick County
Dear Mr Saunders
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Ocean Isle Palms Phase 1 on November 19, 2007 Staff review of the plans
and specifications has determined that the protect, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No
SW8 060338MOD, dated November 29, 2007, for the construction of the protect, Ocean Isle
Palms Phase 1
This permit shall be effective from the date of issuance until November 29, 2017, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adtudicatory hearing upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact me at [phone]
Sincerely,
�` 1'l�cllll�
log Edward Beck
0 Regional Supervisor
Surface Water Protection Section
ENB/can S \WQS\STO RMWATER\P ERM M060338 MOD nov07
cc Perry Davis, Cape Fear Engineering Inc
Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
CWilmington Regional Office
Christine Nelson N''oss`�hCarohna
Central Files atura//y
North Carolina Di, ision of Water Quahb 127 Cardinal Dine Extension Wilmington NC 28405 Phone [phone] Customer Sera ice
Wilmington Regional Office Internet 000 nof.alyguaht og Fax [phone] 623 6748
An Equal OpportumtylAffirma6ve Action Employer - 50 % Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 060338MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Mark A Saunders, President & Ocean Isle Palms, Inc
Ocean Isle Palms Phase 1
1338 Ocean Isle Beach Road, Ocean Isle Beach, Brunswick County
FOR THE
construction, operation and maintenance of a three (3) wet detention pond(s) 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 November 29, 2017 and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
This stormwater system has been approved for the management of stormwater
runoff as described in Section 15 on page 3 of this permit The subdivision is
permitted for 230 lots, each allowed a maximum of 6,000 square feet of built -
upon area The Amenity Center and Canoe and Kayak Club are limited to a
maximum of 93,654 square feet and 3,485 square feet, respectively, of built -upon
area
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
4 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 9

State Stormwater Management Systems
Permit No SW8 060338MOD
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times
Design Criteria
Pond #12
Pond #14
Pond #21
a Drainage Area acres
2482
51 27
21 16
Onsite, ft2
1 081 159
2 233 321
921 730
Offsite ft2
0
0
0
b Total Impervious Surfaces ft
545,807
1 127,333
483 992
Lots at 6 000 ft2 per lot
443 877
726 145
210 000
Roads/Parking, ft2
95,396
279 220
158,558
Sidewalks ft2
871
0
0
Alleyways ft2
2 614
121 968
21 780
Amenity Center ft2
3 049
0
93,654
c Pond Depth ft
60
130
14 0 (max)
Average Pond Depth ft
50
70
55
d TSS removal efficient %
90
90
90
e Design Storm inches
1
1
1
f Permanent Pool Elev FMSL
3600
800
600
Perm Pool Surface Area ft
95 110
50 491
50 795
In Permitted Store Volume ft
204 215
108,618
63 553
i Temporary Storage Elev FMSL
3800
990
710
Controlling Orifice D pipe
3
4
3
k Permanent Pool Volume ftj
484 740
359 604
280 903
1 Permitted Forebay Volume ft
45 512
59 124
62 416
m Maximum Fountain Horsepower
2
1
1
n Receiving Stream/River Basin
LIT to Jinny's Branch / Lumber
o Stream Index Number
15-25-2-16-1-(1)
p Classification of Water Body
C Sw
II SCHEDULE OF COMPLIANCE
1 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
2 The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner
3 If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit
4 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
5 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
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 060338MOD
6 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 the approved plans, regardless of size
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
e Further subdivision, acquisition, or sale of all or part of the protect area
The protect area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
7 The Director may determine that other revisions to the protect should require a
modification to the permit
8 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the protect
will be recorded showing all such required easements, in accordance with the
approved plans
9 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
10 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
11 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
12 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
13 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 Mowing and re -vegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of structures, orifice, catch basins and
piping
g Access to all components of the system must be available at all times
Page 4 of 9

State Stormwater Management Systems'
Permit No SW8 060338MOD
14 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
15 This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data
16 Prior to the sale of any lot, the following deed restrictions must be recorded
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060338MOD, as
issued by the Division of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit
c These covenants are to run with the land and be binding on all persons
and parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality
f The maximum built -upon area per lot is 6,000 square feet This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools
h All runoff on the lot must drain into the permitted system This may be
accomplished through providing roof drain gutters, which dram to the
street, grading the lot to dram toward the street, or grading perimeter
swales and directing them into the pond or street Lots that will naturally
drain into the system are not required to provide these measures
i Built -upon area in excess of the permitted amount will require a permit
modification
17 A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds
18 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 060338MOD
19 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond
c The falling water from the fountain must be centered in the pond, away frorr
the shoreline
d The maximum horsepower for the fountain's pump is based on the
permanent pool volume The maximum pump power for a fountain in Pond
#12, 14, and 21 is 2 HP, 1 HP, and 1 HP, respectively
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form The protect must be in good standing with DWQ
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 of the terms and conditions
of this permit until such time as the Director approves the transfer request
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
4 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), which have jurisdiction
5 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
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition
7 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days
9 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
Page 6 of 9

State Stormwater Management Systems -
Permit No SW8 060338MOD
Permit issued this the 29th day of November 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for coreen h sumns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060338MOD
Page 7 of 9

State Stormwater Management Systems
Permit No SW8 060338MOD
Ocean Isle Palms Phase 1 Page 1 of 2
Stormwater Permit No SW8 060338MOD
Brunswick County
Designer's 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 a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No SW8 060338MOD
Certification Requirements
Page 2 of 2
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 outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 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 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter
15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

OI riCL USL ONLY
p II
Ot2 1t
SWS 060338 &k o9
t1(I
1� `o A S State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied /oi use as an of iginal
1 GENERAL INFORMATION
I Applicant's name (specify the name of the corporation, individual, etc who owns the project)
Ocean Isle Palms. Inc
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Sheldon Tucker, Secretary
3 Mailing Address for person listed in item 2 above
131 Ocean Blvd West
City Holden Beach State NC Zip 28462
Telephone Number (910 ) 612-4899
4 Project Namc (subdivision, facility, or establishment name - should be consistent ss uh project name on plans,
speufications, letters, operation and maintenance agreements, etc )
Ocean Isle Palms Phase I
5 Location of Project (street address)
1338 Ocean Isle Beach Road
City Ocean Isle Beach
County Brunsstiick
6 Directions to project (trom nearest major intersection)
Take US Hwy 17 south to SR 1 184 (Ocean Isle Beach Road) Take a left on SR 1184 Site is approximately
5 mules on the lett
7 Latitude 33 55' 11 55' N Longitude 78 26' 39 72 ' W of project
8 Contact person who can answer questions about the project
Name Sheldon Tucker Telephone Number [phone]
11 PERMIT INFORMATION
1 Specify whether project is (chc ek one) New Renewal X Modification
Tonn SWU-101 Vuvon 3 99 Pain I of 4

2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 060338 And its issue date (if known) August 4, 2006
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control _ 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Stormwater runoff from all impervious surfaces will be collected and treated in 3 wet detention ponds The proposed
project is vested and is not required to meet the Phase 2 stormwater requirements PUD approval was granted by
Brunswick County on January 24, 2006 with an updated plan approval date of November 30, 2006
2 Stormwater runoff from this project drams to the
3 Total Project Area
Lumber
River basin
10834 acres 4 Project Built Upon Area 45 70 %
5 How many drainage basins does the project have9 3
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Total Project
Drainage Area Pond 12
Receiving Stream Name
UT to Jinn s Branch
Receiving Stream Class
C SW
Drainage Area
24 82 acres (1,081,159 sf)
Off site Drainage Area
Propose Impervious* Area
12 53 acres (443;843 sf)
% Impervious* Area (total)
i
50 48%
Impervious* Surface Area
Total Project Drainage Area
Drainage Area Pond 12
On -site Buildings
('(Q K
10 19 acres (449.8;7sf)444
On -site Streets
2 19 acres (95396 sf)
On -site Parkin
0
On -site Sidewalks
0 02 acres (871 sf)
Amenity Areas
C&K Club = 0 06 acres (2614 sf)
Alley Was
0 07 acres (3049 sf)
Total 12 53 acres (444-,W sf)545
30
i 0]
Im
* Impervious area is defined as the built upon area including but not limited to buildings roads parking areas i
sidewalks gravel areas etc A oj"CA
Form SWU-101 Version 3 99 Page 2 of �ji3

PBasrH'?Info'rmatron'AtT�," j
&,cF94Efrrama ePArea Pond 14 `
ems a rm �l Tt§
Receiving Stream Name
Jinny's Branch
Receiving Stream Class
C Sw
Drainage Basin Area
51 27 acres (2,233,321 sf)
Existing Im ervsous* Area
0
(7
Proposed Impervious* Area
25 88 acres 1,127,333 s 2
$
% Impervious* Area (total)
504
* Areaa'M-I
�Im ervious,�Surfacet yam,
a Area,Pond 1;4 ""
,,�` � _ , ",�,.��
- y . "7 w' i�t" ta�xa
lx
On -site Buildings
16 67 acres e24-, 4S sf);I?
I ZI x(p(,OC)
On -site Streets
6 41 acres (279,220 sf)
01
On -site Parkin
0
On -site Sidewalks
0
Other on -site
0
Alley Was
2 80 acres 121,968 sf)
Total
25 88 acres (i,'�.^�3: sf)
3'
BasmlInf0 matron ,
a're�
Jt� Drama 6Wea+Pond+21` « g
�t ��_ .,.�- ._fit
Receiving Stream Name
Jinn 's Branch
Receiving Stream Class
C Sw
Drainage Basin Area
21 16 acres (921,730 sf)
Existing Impervious* Area
0
Proposed Impervious* Area
11 11 acres 483,992 s
% Impervious* Area (total)
52 50%
�lffipervious*ZSu_rface Are ra `
` 7QbF`aama a Area PMd 21�=W
On -site Buildings
4 82 acres (210,000 sf)
On -site Streets
3 64 acres (158,558 sf)
On -site Parkin
0
On -site Sidewalks
0
Amenity Center
2 15 acres (93,654 sf)
AlleyWas
0 50 acres 21,780 sf)
Total
11 11 acres (483,992 sf)
Page 2A of 4

7 How was the off -site impervious area listed above derived9
N/A
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The tollowing italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot It lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment
1 The following cotenants m e intended to ensm e ongoing conaphance it uh state stornmatet management pet nut nunnbet
SW8 060338 as issued by the Division of !Viler Quality These cos enants may not be
changed or deleted svtlhoul the consent of the State
2 No otat c than 6000 s yuar e feet of anv lot shall be cover ed by sit ucmres or mapet vaous materials
bnper wonts nmtertals uvclude asphalt gt avel concrete brick stone slate or smadar matey tal bul do not include it ood
decking or the water surface ofsvunnnmg pools
3 St ales shall not be filled in piped or altered except as necewary to pt os tcle drrverrai ci ossrngs
4 Built -upon at ea an evicess at ca of the perinalcd amount requn es a stale slot rim aler unanagemcnl per nil rrtodafncatton pr rot to
tonsil aatrary
5 All pet mined t unofffi om ompat cel s at fiaut e des cloptnem shall be do ected into the pet maned slot tint aler cone of
system Thesc connecnom to the slot nnvatet conti of system shall be peifot mcd in a tnannci that maintains the
utlegt atv and pet for nuance o/Ore st stem as pit muied
By your signature below, you certiI) that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land , that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) lasted below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the stahas
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Oft -Site System Supplement
Fonn SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 vision 199 Paige i of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, Including
-Development/Project name
-Engmeer and firm
-Legend
-North Arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished Floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-Dramage areas delineated
-Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) Cape Fear Engineering Inc
Mailing Address
151 Poole Road Suite 100
City Belvdle
Phone [phone]
VIII APPLICANT'S CERTIFICATION
State NC
Fax [phone]
Zip
28451
1, (print or type name of person listed in General Information item 2) Sheldon Tucker
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of I5A
NCAC 2H 1000
Signature �� / !/' Date
Form SWU-101 Version 3 99 Page 4 of

In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility
I, Sheldon Tucker acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
1 The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number_SW8 060338 , as issued by the Division of Water Quality
under NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is 6000 square feet The maximum allowable
built -upon area for the Amenity center is 93,654 square feet The maximum allowable
built -upon area for the Canoe and Kayak Club including sidewalks is 3,485 square feet This
allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the nght-of-way between the front lot line and the edge of the pavement Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools
7 All runoff from the built -upon areas on the lot must drain into the permitted system This may be
accomplished through a variety of means including roof dram gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system Lots that will naturally
drain into the system are not to provide these additional measures
Signature J Date /O p
I, — jOq o7t1 J W07,11/p­-0 a Notary Public in the
State of NZV /--/ csX�1149 , County of N�—v✓ /-1✓911VDV (2
do hereby certify that -7U64`�fZ personally appeared
before me this the 8'-17( day of 20c)-,7 , and acknowledge
the due execution of
ign
My C6mmission expires
ment Witness my hand and official seal,
K-]
`
2

TRANSACTION REPORT
FOR' NCDENR 9103502004
P. 01
NOV-30-2007 FRI 10'36 AM
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
NOV-30 10-34 AM 93831045 2'13" 15 FAX TX OK 242 It
TOTAL 2M 13S PAGES
NCDENR
North Carolina Department of Environment and Natural Resources
Wilmington Regional Office
1910) 796-7215
15
Michael F Easley, Governor William G Ross Jr, Secretary
FAX COv ER SHEET
Date # paI —
To: :, Ay)s From. Der
Co:-A� 9 &�,) (5, Division�W �W
�3--goy'
Fax 3FA-X #, 910-350-2004
Remarks, L m l 1
n= r.- i _ n , r . �ni �,...,�i nn Nnnh nrnhnA �Ah'15 3845 • Phona 910 75b 72 I O I FAX [phone]

CAPE FEAR
Engineering, Inc.
151 Poole RcwI SwM IX
BeNdle NC 2N51
TEL [phone]*;
FAX (910) 350 INS
www capefearengmeering com
To
NCDENR DWQ
State Stormwater Section
127 Cardinal Drive Ext
Wilmington, INC 28405
Attn
Christine Nelson
Transmittal
Date November 19, 2007
File 809-02 "36"
Subject Ocean Isle Palms Phase 1
Express State Stormwater Management
Permit Submittal
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No
Description
1
Response Letter
2
Revised Plan Sheets (SW1, SW2, SW3, SW4, SW5, D1)
1
Revised Pond 12 Calculation Sheets
1
Revised second page of application
1
Revised Wet Detention Supplement Sheet for Pond 12 (page 1)
1
Revised Wet Detention Supplement Sheet for Pond 21 (page 1)
1
Application Fee $1,000 00
SCE
Nov 1 9 9D07�.�
CC File Copy ��' = Cape Fear Engineering Inc
Sheldon Tucker zc Signed s
Received By
Date &�& — '?007
Transmittal -State SW resub 11-19-2007
L \Admin\PERMIT Forms\CHECKLISTS & TRANSMITTALS

4�FCAPE FEAR
Engineering, Inc.
November 19 2007
M5 ChnStme Ne15011
NCDENR
DmSion of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE Request for Additional Information
5tormwater Project No 5W8 0G0335MOD
Ocean 151e Palms Phase I
Brunswick County
Dear M5 Nelson
REC M
Nov i b aU07
BY ____
In response to your comment letter dated November 9 2007 concerning the 5ubJect project
please find the enclosed
I
The total project drainage area information 65ted in 5ection III 6 of the application has
been removed to avoid further confusion Per our last meeting with Linda Lewis total
project dramage area information 15 not required for high density projects
2
The temporary pool volume for Pond # 12 15 204 2 15 square feet The calculations and
supplement for Pond # 12 have been revised and are enclosed
3
The deepest bottom elevation of the pond 15 -7 00 feet however we have added the
bottom elevation of the first Section of the main pond to the pond supplement It now
reads -5 00 -7 00
4
The invert elevations for the 2 mlet5 to the East Forebay are labeled These elevations
were accidentally turned off when the emergency outlet note was added to 5W I per
your last request
5
Although this item was not ongmally called for in the first comment letter a weir has been
h `�'>♦Prn WFr�, C��Aee
added to the East Forebay on Pond # 12 to ensure a 3 1 flow path 15 provided per your
�r {� AD01140
request
6
At the first Submittal meeting it was stated that the connection pipe between the two
5ection5 of the main pond should be set at or near the bottom There was some concern
about Sedimentation of the pipe 50 two 3G" pipes were provided at the bottom
elevation of the pond Then in your first letter you requested that the pipes be set at
the Sediment removal elevation The elevation was changed per your request on the pond
Section detail but was not changed on the plan view It has now been changed on the
Plan view a150
7
The predevelopment ground elevation at FE5 #34C was between 25 and 26 The pipe
15 15 and the invert 15 set at 23 72 This 15 approximately 1 5 below grade The
wetland area that 15 greater than 100 away will not be drained by this pipe The wetland
15 isolated and exi5t5 due to the presence of a cemented layer of Soil in that location
Note that the wetland 15 actually uphill from the pipe invert location The only purpose of
the pipe 15 to provide an outlet for 5tormwater during storm events
✓ 8
A trash rack has never been required on outlet pipes only on outlet boxes Multiple
5tate 5tormwater Permits have been issued without a trash rack on the outlet pipe when
designed in this manner However per your request we have added rebar trash racks
screens to the pond detail sheet for ponds 14 and 2 1
9
A level spreader 15 not required at the outlet pipe from pond # 12 You reference the
401 Wetland BMP The level spreader that 15 used to provide diffuse flow through 401
151 FooleRoad,Swte 100 • Belvdle NC28451 • TEL [phone] • FAX [phone]
wwwcapefearengmeering com

buffer areas is not required at the outlet of a pipe where no State buffer exists These
level spreaders (revised last winter per Bill hunt 5 recommendation5) were not designed
for the same purpose We are aware that the WRO has been requirmg level spreaders
designed in accordance with the old level spreader design at the outlets to wetlands
and riparian wetlands adjacent to streams, however pond # 12 outlets to a man made
pond that has no adjacent wetlands In this case, we are providmg a rip rap apron in
accordance with the Division of land Quality 5 requirements to prevent erosion, not
provide diffuse flow The other pond outlets are designed with rip rap energy d1551pater5
large enough to handle the flow from the orifice, outlet pipes and emergency overflow
weirs in a non -erosive manner Durmg the first Submittal meeting, we were told that this
was acceptable if calculations demonstrating non -erosive flow were provided We
provided calculations with our submittal This type of energy dissipater 15 needed due to
the in5tabihty of the channehzed stream bank along Jinny 5 Branch
10 Although the additional fee requested 15 provided we do not believe that another
$ 1 000 fee in addition to the $2000 fee that was charged with the last request for
information 15 reasonable We Submitted the original package with all required
documentation and no design changes have been required at this point, only minor edits
and preference requests
I trust this information to be 5uffiaent for your review and approval If you have any questions or
comments please contact me at (010) 353- 1044 Thank you for your time on this matter
51ncerely
Noelle Win5� C/
Cr Ed Beck DWQ WiRO
File (509-02 36 )

F WATF
�� /y5Q Michael r Lasley Governor
WdhamG Ross Jr Secretary
North Carolina Department of Em uonment and Natural Resources
Coleen II Sullins Director
Dnision of Water Quality
November 9, 2007
Sheldon Tucker, Secretary
Ocean Isle Palms, Inc
131 Ocean Blvd West
Holden Beach. NC 28462
Subject Request for Additional Information
Stormwater Project No SW8 060338 MOD
Ocean Isle Palms Phase I
Brunswick County
Dear Mr Tucker
The Wilmington Regional Office received a State Stormwater Management Permit
Application for Ocean Isle Palms Phase I on October 11, 2007 with additional
information received on October 30, 2007 A secondary review of that information has
determined that the following information is needed to continue the stormwater review
1 In Section III 6 of the application the square feet of building BUA for the entire
project is inconsistent with the rest of this section
2 Verify the temporary pool volume for Pond #12 listed in the supplement and
calculations According to the table of elevations, areas, and volumes on first
page of the calculations for Pond # 12, the total volume stored at an elevation
of 38 is 204,215 ft3
3 According to the plans, Pond # 21 has two permanent pools with bottom
elevations at —5' and —7', however the updated version of the supplement
indicates that the bottom elevation(s) is at —7' Please verify
4 The invert elevations for two of the inlets draining to the East forebay in Pond
#12 are not labeled on sheet SW-1
5 Add a weir to the East forebay in Pond # 12 to prevent short-circuiting the
runoff from Storm System 'A'
6 On plan sheet SW-2, the invert elevations of equalization pipes for Pond #21
do not correspond with the invert elevations shown in the detail for Pond #21
on plan sheet SW-4
7 Raise the invert elevation of FES #34C near Lot 136 to 1 foot below grade
8 A trash rack is required for the 8" outlet pipes located in Pond #21
9 Provide level spreaders at all stormwater outlets that discharge to wetlands or
surface water per the 401 Wetland BMP
10 Please submit a $1,000 fee for the additional review required for this 0.,
application N'o�nCarolma
�vatura!!y
North Carolina Division of Water Quaht} 127 Cardinal Drive Extension Wilmington NC 28405 Phone [phone] Customer Sen ice
Wilmington Regional Office Internet «sssk mn+arcr uth o_r Fax [phone] 623 6748
An Equal OpportunitylAHirmative Action Employer— 50 % Recycledli 0 % Post Consumer Paper

Sheldon Tucker
November 9, 2007
Stormwater Application No SW8 060338 MOD
11 Please be advised that only two requests for additional information
are allowed within the Express Program process
Please note that this request for additional information is in response to a
preliminary review The requested information should be received in this Office
prior to November 20, 2007, or the application will be returned as incomplete The
return of a project will necessitate resubmittal of all required items, including the
application fee
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 If
you have any questions concerning this matter please feel free to call me at (910)
796-7323 or email me at christine nelson@ncmail net
Sincerely,
Christine Nelson
Environmental Engineer
ENB/can S\WQS\STORMWATER\ADDINFO\2007\060338MOD nov07
cc Perry Davis, Cape Fear Engineering
Christine Nelson
6Wi1m nngton Regional'Offic�
Page 2 of 2

CAPE FEAR
Engineering, Inc.
151 Poole Rod S.1re 100
BeWle NC 2V51
TEL (910)W8 10M
FAX (910) W9 10d
www cape(eareng/neering com
To
NCDENR DWQ
State Stormwater Section
127 Cardinal Drive Ext
Wilmington, NC 28405
Attn
Christine Nelson
Transmittal
Subject Ocean Isle Palms Phase I
Express State Stormwater Management
Permit Submittal
SW8 060338 Modification
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No
Description
1
Response Letter
2
Sets Sealed, Signed, and Dated Site Layout & Grading Plans
1
Revised Pond 12 Calculation Sheets
1
Revised (page 1) Wet Detention Supplement Sheet for Pond 12
1
Revised (page 1) Wet Detention Supplement Sheet for Pond 21
1
Application Fee $2,000 00
CC File Copy i�� Cape Fear Engineering Inc
Sheldon Tucker 70cl-
�y Lcl�—
Signed
Received By
Date
Transmittal -State SW Submittal 103007 doc
L \Admin\PERMIT Forms\CHECKLISTS & TRANSMITTALS

0 CAPE FEAR
Engineering, Inc.
October 29 2007
M5 Chrl5tme Nelson
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 25405
RE Request for Additional Infromation L13Y-
Dear
In response to your comment letter dated October 25, 2007 concerning the aforementioned
project, please find the enclosed
I Completed
2 Completed
3 The temporary pool elevation was verified Please find the revised wet detention
supplement sheet and a copy of the pond calculations for pond 12 attached to this
letter
4 Permanent pool elevation was verified Please find a copy of the pond calculations
attached to this letter
5 The second outlet on Sheet 5W- I has a note that indicates it 15 an emergency outlet
6 Completed
7 Please find the revised wet detention supplement sheet for pond 2 1 attached to this
letter
8 The equalization pipes for pond 2 1 are 36 It 15 our opinion that the pipes will not clog
Clue to its large Size However we have changed the pipe inverts to reflect the
Sedimentation removal elevation
9 A trash rack for pond 2 1 15 not necessary or required
10 The outlet pipes are not shown in the plans for clarity Please refer to the pond Spillway
plan detail for the location of these pipes
I I The lot Imes are there and have been highhghted on I set of plans attached to this
letter
12 The invert elevation 15 correct The nearby wetlands have an elevation of 27 37
I trust this information to be 5uffiaent for your review and approval If you have any questions or
comments please contact me at (9 1 0) 383- 1 044 Thank you for your time on this matter
51ncerely
Will Bradley
Cc Pile (509-02 36 )
151 Poole Road Suite 100 • 6elville, NC2B451 • TEL [phone] • FAX [phone]
wwwcapefearengmeerrng com

�0F V 7A ,9 Michael F Easley Governor
,O William G Ross Jr Secretary
r— North Carolina Department of Environment and Natural Resources
_ , a —i
01.2 C Coleen H Sullins Director
DIvI510nnf Water Quality
October 25, 2007
Sheldon Tucker, Secretary
Ocean Isle Palms, Inc
131 Ocean Blvd West
Holden Beach, NC 28462
Subject Request for Additional Information
Stormwater Project No SW8 060338MOD
Ocean Isle Palms, Phase I
Brunswick County
Dear Mr Tucker
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Ocean Isle Palms, Phase I on October 11, 2007 A preliminary review of that information
has determined that the following information is needed to continue the stormwater review
1 Verify Section III 6 of the application The acre and square feet areas of both the
total project drainage area and Pond 14 drainage area are inconsistent The total
impervious areas for Pond 14 are inconsistent The impervious areas for each pond
drainage area do not add up to the total impervious area presented The on -site
buildings are not presented in square feet
2 Section III 6 of the application indicates that the drainage area to Pond 21 includes
only buildings, streets, and an amenity center However, the plans indicate that
alleyways are also planned for this area Verify whether or not the alleyways will be
located in this drainage area
3 Verify the temporary pool volume for Pond 12 The temporary pool volume is the
volume of water above the permanent pool elevation up to the next available outlet
It appears that the temporary pool volume listed on the supplements and in the
calculations is based on the required outlet elevation (36 46 ft) instead of the actual
outlet elevation (38 ft)
4 Verify the elevation listed in the permanent pool surface area calculation for Pond
12
5 Although the second outlet for Pond 12 is clarified on plan sheet SW-3, please add a
note to plan sheet SWA indicating that it is an emergency outlet
6 The temporary pool elevation for Pond 14 is inconsistent between the calculations
and the plans
7 The forebay volume for Pond 21 listed on the supplement is inconsistent with the
calculations
8 To prevent the equalization pipe in Pond 21 from clogging, the invert of this pipe
should be approximately equal to the sediment removal elevation
a NohCarolma
turn//y
North Carolina Division of Water Quality 127 Cardinal Drive I xtennon Wilmington NC 28405 Phone [phone] Customer Semce
Wilmington Regional Office Intermt ss ss ii ni,w nenlu9hh or I ax [phone] 1 977-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110°/ Post Consumer Paper

Sheldon Tucker
October 25, 2007
Stormwater Application No SW8 060338MOD
9 Please add a trash rack to the outlet pipe for Pond 21
10 Please indicate on the plans the location of the outlet pipes for Ponds 14 and
21
11 On plan sheet SW-2, the lot lines for several lots do not appear Please
provide lot lines for lots 84-92 and 152-153 on this plan sheet
12 Please verify the invert elevation of FES # 34C near Lot 136 and that it will
not impact the nearby wetlands
13 Please submit a $2,000 fee for the additional review required for this
application
Please note that this request for additional information is in response to a preliminary
review The requested information should be received in this Office prior to November
5, 2007, or the application will be returned as incomplete The return of a project will
necessitate resubmittal of all required items, including the application fee
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 If you have
any questions concerning this matter please feel free to call me at [phone] or
email me at chnstine nelson@ncmail net
Sincerely,
cwcti � Le
Christine Nelson
Environmental Engineer
ENB/can S\WQS\STORMWATERWDDINFO\2007\060338MOD oct07
cc Perry Davis, Cape Fear Enigneering, Inc
Christine Nelson
Wilmington Regional Office
Page 2 of 2

CAPE FEAR
Engineering, Inc.
151 Poole Road Suffe lW
eelmlle NC 28451
TEL [phone]"
FAX [phone]
www capefearengmeermg com
To
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext
Wilmington, NC 28405
Attn
Christine Nelson
Transmittal
Date October 11, 2007
File 809-01 "36"
Subject I Ocean Isle Palms Phase I
Express State Stormwater Management
Permit Submittal
SW8 060338 Modification
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mad ❑ Sent via Courier
Quantity
Drawing No
Description
1
Application Fee $4,000 00 (check # 1164)
2
Sets Sealed, Signed, and Dated Site Layout & Grading Plans
1
Drainage Area Plans (highlighting the drainage area to each pond only)
1
Original Application SWU-101 w/ 3 Wet Detention Pond Supplements SWU-102
1
Original Proposed Deed Restriction Statement (Signed and Notarized)
1
Copy Applicant Information from Secretary of State Corporations Database
1
Agent Authorization Letter
1
Copy Sealed, Signed, and Dated Calculations & Narrative
1
Copy SHWT Soil Reports
1
Copy of PUD Approval Plan and Letters
1
Copy Wetland Delineation Maps
REMARKS
CC File Copy
Sheldon Tucker
\ Cape Fear Engineering Inc
(mb) Alo- IIgL' Signed
Received By
Date
Transmittal -State SW Submittal 101107
L \Admin\PERMIT Forms\CHECKLISTS & TRANSMITTALS

El
E-45
nE—
UN
D
>F wlrrt xtw
/ p
xlrnc. wI'll II,
f
TIE4
e..:„ . ]" .
Toga a
11
\
1
r
i
TIP
1
s
1
1
1
1
1
V
1 ,
NCGB MONUMENT
/
RUNWAY'
NAD 83
1
_
_ _-_ -
-
1
�
PUBLISHED COORDINATES
1
N 5B35 3383
E31)918558)q
1
/Tt
E 3925)t 3663
11
11
�Tf�E'���
N
r'S
,Tetra axuan�
ly
el
�\
1
1
Y
I
1 d�
°
PRELIMINARY
1
xee.ssxnwa+r
II
aid ar, �µD[p� n1E PE.t
ayA
Dxw%�m.
EC
IVED
,
,
OCT
Z007
IE
�//� /�
r_—�
\
ENi
NCGSLEPORHAD 83
�®
PUBLISHED COORDINATES
Lei ♦
B��E9NI ♦\
57
E21699 19
E1189936 t980
3
DDD'
\\\
D
Jet ow
393D)BEBEACHAER
fcV[I wY
IE
IN
III HID 3.0 2920
]S 3x V 6 3]
vll• S2]]9.BC T26
t 135 3630531 C 19f9
4
avuo Im m VICINITY MAP
LEGEND
NOTES
e+O Hc.T T.Ens
uuw.wxw eaEnaxxcDs
IE.E s.. a Hw w
Hwm,, N,nCO°x"io�xk I ID w+x
w .lvA
xonza Il..
nEw.�n.aaveD Toys
u. sxxr�
D x 11EEDxT.I.I fiN Du EA.'I.IPPII
MOtihfABm�pEf
—J
OCEAN ISLE PALMS
sN
CAPE FEAR
Engineering, Inc
w [R(aN ,IMmm
wnxv xn mD<cT ew-D x
DES« -0CA �Y�P
XE STCLFE �%O
MPPOK9 PC D.NE DPIf ID CCTG9CH D)
WETLAND MAP FOR
OCEAN ISLE PALMS
PHASE i-A
S-IALLOTTE TOWNSHIP
BRUNSWICK COUNTY
NORTH CAROLINA
012
Wd LL BVZGODZIOIrot L 3OVd ZLO 60B OMO L3SVHd LO 6WB WO d

Design Narrative and Calculations
For
Express Stormwater Permitting
Subject
Ocean Isle Palms
Phase 1
Brunswick County, North Carolina
Prepared for
Ocean Isle Palms, Inc.
I' I Ocean Beach Blvd
Holden Beach, North Carolina 28462
[phone]
Date October 2007
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
U)
Q
'a, pea n�xe7�/e/iri
y
tp

EXPRESS DESIGN NARRATIVE
DESIGN NARRATIVE
General:
Ocean Isle Palms is a proposed high density residential development located off Ocean Isle
Beach Road within Brunswick County, North Carolina The current proposal is for Phase 1
consisting of approximately 108 acres
The intent of this project is to develop streets, drainage improvements, residential lots, and
amenities This phase of the development will support 230 single family home sites The
impervious coverage has been kept to a minimum to promote infiltration as much as possible
Existing Site.
Phase I of the project is located within an existing golf course that will be redeveloped Site
topography in the area is relatively flat with slopes typically less than (4) percent The entire
project follows the natural drainage pattern of north to south into an Unnamed Tributary and
Jinny's Branch, class C,Sw Vegetation consists primarily of grasses, minor ground cover and
row pines Subsurface soils on the site are primarily Leon Sands with some silty sands and
organics The soils are extremely well drained with high infiltration rates
Proposed Improvements:
Improvements proposed include drainage devices, streets, and utilities Drainage for the most
part will sheet flow from the lots into the streets which will have curb and gutter to direct
drainage to low points in the roads Drainage from the low points will dram into 3 stormwater
detention ponds designed to treat the first I" of stormwater runoff from all impervious surfaces
and control the difference between the pre and post development runoff rate for the 1 year and 10
year 24 hour storm event
Drainage Calculation Considerations
Drainage on the site will sheet flow to curb inlets within roadway areas Roof drams or gutters
from buildings will be utilized where needed to direct the runoff from buildings into the street
From there, the drainage will be piped to treatment ponds in accordance with NCDENR
Stormwater regulations

Erosion Control Considerations:
The proposed wet detention pond will provide ample sediment storage for the disturbed area and
will be utilized as a temporary sediment basin during construction Inlet protection is to be
installed as the curb inlets of the drainage piping system are constructed to minimize the amount
of sediment entering the collection system and, ultimately, the temporary sediment basin
Erosion Control Measures and Sequence.
Temporary construction entrance
Temporary sediment basin (wet detention pond)
Energy dissipaters at the pipes into and out of the detention pond
Temporary inlet sediment protection at storm dram inlets
Temporary seeding should construction be halted for the specified time limit (refer to
specifications)
Remove all temporary erosion control measures once installation of utilities and paving
have been completed and a good vegetative ground cover has been established
Maintenance Considerations:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant ram event Any measure found not performing its intended
function should be repaired immediately Upon completion of construction and establishment of
permanent ground cover, the Owner shall be responsible for maintenance on the project site

WET DETENTION BASIN DATA SHEET
OCEAN ISLE PALMS PHASE I A
POND # 12
DRAINAGE AREA (Ad) _
IMPERVIOUS AREA (Ai)
BUILDINGS
ROADS
SIDEWALKS
C*K CLUB
CONTINGENCY
24 82 ACRES
10 19 ACRES
2 19 ACRES
0 02 ACRES
0 OG ACRES
0 07 ACRES
TOTAL 12 53 ACRES
PERCENT IMPERVIOUS (1)
I = Ad/Ai = 50 47%
POND # 12 SHALL BE G' DEEP WITH
AN AVG DEPTH Of 5' AND DESIGNED TO REMOVE 30% TSS
SA/DA= 3 54%
REQUIRED SURFACE AREA AT PERMANENT POOL
7/LOT5 @ 0000 SF/LOT
ALLEY WAYS
SAF�tQ= 0 8776834 AC = 38241 SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL 3G)= 95 1 10 SF
SA PROV'D= 951 10 > 38241 =SA REQ'D OK
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER)
Rv=O 05+0 009'(1) Rv= (0 05+0 009*50 47)
Rv= 050423
VOLUME= I `Rv*AcI = 1 04292 AC -PT
45429 FT ^ 3
VOLUME PROVIDED AT TEMPORARY POOL
INCREM
TOTAL
F�L
SA (SF)
VOL, (CF)
VOL (CP)
3G
95110
0
0
37
103170
99139 9
991399
38
IOG979
105075
204215
39
110845
106912
313127

40 1147GG
41 123174
112805 425932
118970 544902
SET TEMP POOL ELEVATION
REQ'D EL = 3G 4G �+--5AY 38 00'
VOL PROV'D = 204215 CP
VOL PROV'D= 204215 > 45429 =VOL REQ'D OK
POREBAY SIZING TM15 POND WILL HAVE TWO POREBAYS ONE WILL FILTER 94%
AND THE OTHER POREBAY, G% Of THE ENTIRE DRAINAGE DA51N
PERMANENT POOL VOLUME
INCREM
TOTAL
EL
SA (5F)
VOL (CF)
VOL, ICPI
30
70323
0
0
31
73G09
719GG
719GG
32
7G951
75280
14724G
33
80349
78G50
22589G
34
83803
8207G
307971
35
87312
85558
393529
3G
95110
91211
484740
.*---5A 4 DEPTH REQ MET
*-AVE DEPTH = VOL / 5A
= 5 09GG5
REQ'D VOLUME = 20% Of VOL TOTAL AT MIN REQ'D 5A AND DEPTH =
94 4% REQ'D VOLUME EAST POREBAY= 42G49 I CP
5 G% REQ'D VOLUME WEST POREBAY= 2530 CF
CHECK POREBAY VOLUME
EASTERN POREBAY
INCREM
TOTAL
EL
SA (5F)
VOL (CF)
VOL, (CP)
30
5798
0
0
31
G823
G310
G310
32
7915
73G9
13G79
33
9073
8494
22172
34
10238
9G85
31858
35
11590
10944
42802
42802 CP 5 O' DEEP POREBAY
45179
42802 42G49

VOL PROV'D= 42802 42G49 =VOL REQ'D OK
CHECK POREBAY VOLUME
WESTERN FOREBAY
INCREM
TOTAL
EL,
SA (5F)
VOL (CF)
VOL, (CF)
30
34
0
0
31
144
89
89
32
332
238
327
33
597
4G4
791
34
940
7G9
15G0
35
13G0
1150
2710
2710
CF 5 O' DEEP FOREBAY
2710
-=
2530
VOL PROV'D=
2710
2530 =VOL REQ'D OK
PROV'D VOLUME _
02=
0 2G2901 7
CF5
(FOR 2 DAY DRAWDOWN)
Q5=
0 105 1 G07
CF5
(FOR 5 DAY DPAWDOWN)
SELECT A 3" CIRCULAR
ORIFICE, EL 3G
0' (PERM
POOL EL )
ORIFICE SIZING REQ'D
DRAWDOWN TIME = 2-5
DAYS
WHERE
Cd= 0 G
A= 0 0491 SF
g= 32 2 FP5/5
Q PROV'D=
0 23G42
h= AVE HEAD =
(TOP OF OUTLET STR -PERM POOL EL )/2
Q PROV'D=
Cd`A"(2gh) ^
112
= 1
DRAWDOWN TIME
Q2> 0 23G42 >Q5 OK
TIME = VOLUME = 2 224 DAYS
Q PROV'D

WET DETENTION BASIN DATA SHEET
OCEAN ISLE PHASE Ia lflA
POND ND # 14v/
DRAINAGE AREA (Ad) = 51 27 ACRES
IMPERVIOUS AREA (Ai)
BUILDINGS 16 67 ACRES 121 LOTS @ 6000 5F/LOT
ROADS 6 4 1 ACRES
SIDEWALKS 0 00 ACRES
OFF -SITE 0 00 ACRES
CONTINGENCY 2 80 ACRES ALLEY WAYS
TOTAL 25 88 ACRES
PERCENT IMPERVIOUS (1)
I = AVAd = 50 48%
POND # 14 SHALL BE 13' DEEP WITH AN AVG DEPTH OF T AND DESIGNED TO REMOVE 90% T55
SA/DA= 1 93%
REQUIRED SURFACE AREA AT PERMANENT POOL
SAUQ= 0 989511
AC = 43103 SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL 8)= 50491 SF
5A PROV'D= 50491
> 43 103 =5A REQ'D OK
MINIMUM REQUIRED VOLUME (SIMPLE
METHOD DY TOM SCHUELER)
Rv=O 05+0 009 (1)
Rv= (0 05+0 009 50 5)
Rv= 05045
VOLUME= I "'Rv'Ad =
2 15548 AC -FT
=
93893 FT^3
VOLUME PROVIDED AT TEMPORARY
POOL
INCREM TOTAL
EL. SA (SF)
VOL (CF) VOL (CF)
8 50491
0 0
9 58351
544209 54421
10 G205G
G0218 114639 4
II G5590
G3988 I78627 4
12 69762
6782G 246453 4
SET TEMP POOL ELEVATION
REQ'D EL = 9 G55474 F SAY 9 9'

VOL PROV'D = 108G 16 CF
VOL PROV'D= 105G 18 >
FOREBAY 51ZING
PERMANENT POOL VOLUME
93893 =VOL REQ'D
INCREM
TOTAL
EL
SA (SF)
VOL, (CF)
VOL, (CF)
-5
997G
0
0
-4
12201
11085
11055
-3
14528
133G5
24453
-2
1G990
15759
40212
-I
19G3G
18313
58525
0
22394
21015
79540
I
25293
23844
103384
2
28345
2G819
130203
3
314G8
2990G
IG0109
4
34GG3
33000
193175
5
37927
3G295
229470
G
412G1
39594
2G90G4
7
44GG4
429G3
312027
8
50491
47578
359G04
OK
SURFACE AREA
< t DEPTH REQ MET
< AVE DEPTH = VOL / SA
=712
REQ'D VOLUME = 15% < X < 22% TOTAL = BETWEEN 5G I GSCF 4 G8G4GCF
CHECK FOREBAY VOLUME
INCREM
TOTAL
EL.
5A (5F)
VOL, (CF)
VOL, (CF)
-5
239
0
0
-4
527
383
383
-3
927
727
1109
-2
1547
1237
234G
-1
2295
1921
42G7
0
31G1
2726
G995
I
423G
3G98
IOG93
2
5392
4814
15507
3
GG29
G011
21518
4
794G
7288
28805
5
3342
8G44
37449
0
10815
10080
47529
7
12373
11595
59124
PROV'D VOLUME =
59124
(1 2' DEEP FOREBAY)
VOL PROV'D=
59124
CP
PROV'D VOL BETWEEN 18% # 22%
1 8%
< X <
22%
501G5 <
53124
< G8G4G
OK

ORIFICE SIZING REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0 5433G CFS (FOR 2 DAY DRAWDOWN)
Q5= 0 217344 CFS (FOR 5 DAY DRAWDOWN)
SELECT A 4" CIRCULAR ORIFICE, EL 8 0' (PERM POOL EL)
Q PROV'D= Cd"A'(2gh)^ 1/2 WHERE Cd= 0 G
A= 0 0872G SF
g= 32 2 FP5/5
h= AVE HEAD =
(TOP OF OUTLET STR -PERM POOL EL)/2
0 95
Q PROV'D= 0 4095 1 G
Q2> 0 4095 I G >Q5 OK
DRAWDOWN TIME
TIME = VOLUME = 2 G53G7 DAYS
Q PROV'D

WET DETENTION BASIN DATA SHEET 10
OCEAN ISLE PALMS -PHASE I
POND #2 1 �� O'er
DRAINAGE AREA (Ad) = 21 I G ACRES / i
IMPERVIOUS AREA (Ai)
BUILDINGS 482 ACRES (35 LOTS@ G,0005F/LOT)
ROADS 3 G4 ACRES
AMENITY CENTER 2 15 ACRES
OFF -SITE 0 00 ACRES
CONTINGENCY 0 50 ACRES ALLEY WAY
TOTAL II II ACRES
PERCENT IMPERVIOUS (1)
I = Ai/Ad = 52 5 1 %
POND#2 1 SHALL BE 13 0' DEEP WITH AN AVG DEPTH OF 5 5'* DESIGNED TO REMOVE 90% TSS
SA/DA= 3 30%
REQUIRED SURFACE AREA AT PERMANENT POOL
SApEQ = 0 G9828 AC = 304 17 SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL G 0')= 50795 SF
SA PROV'D= 50795 > 304 17 =5A REQ'D OK ,
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER)
Rv=O 05+0 009 (1)
Rv= 052259
VOLUME= I" Rv Ad = 0 92 15 AC -FT
40141 PT^3
VOLUME PROVIDED AT TEMPORARY POOL
INCREM TOTAL
LL SA (5F) VOL (CF) VOL, (CF)
G 50795 0 0
G 5 58553 27337 27337
7 G0052 2987G 57213 —
8 G584G G3399 120G12
9 70873 G83G0 188972
10 7G030 73452 2G2423
SET TEMP POOL ELEVATION
REQ'D EL = G 93 � SAY 1'

VOL PROV'D = G3553 CF
VOL PROV'D= G3553 > 40141 =VOL REQ'D OK
FOREBAY 51ZING
PERMANENT POOL VOLUME
INCREM
TOTAL
€L.
5A (5F)
VOL (CF)
VOL (CF)
-7
3970
0
0
-G
5G58
4814
4814
-5
7551
GGO5
11410
-4
9G53
8G02
2002I
-3
119G8
10511
30831
-2
14513
13241
44072
-I
181G4
IG339
G04I0
0
21G5G
19910
80320
1
25288
23472
103792
2
29071
27150
130972
3
3299G
31034
IG2005
4
37059
35028
197033
5
41255
39157
23G190
5 5
43402
21IG4
257354
G
50795
23549
280903
REQ'D VOLUME =
20% TOTAL =
5G 18 1
CF
CHECK FOREBAY VOLUME
< SURFACE AREA 4
DEPTH REQ MET
AVE DEPTH = VOL / 5A
< = 5 53
INCREM
TOTAL
EL
5 _(5F)
VOL (CF)
VOL (CF)
-1
5939
0
0
0
7428
GG84
GG84
1
8980
8204
14888
2
10507
9750
24G7G
3
12278
11438
3GI14
5
14024
2G302
G241G
PROV'D VOLUME =
G24 I G
CF 7' DEEP FOREBAY)
VOL PROV'D=
G24 1 G
-=
5G 18 1 =VOL REQ'D
ORIFICE 51ZING REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0 232295 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0 0929I 8 CF5 (FOR 5 DAY DRAWDOWN)
SELECT A 3" CIRCULAR ORIFICE EL G 0' (PERM POOL EL)
SIN

Q PROV'D= Cd'A'(2gh)- 1/2
Q PROV'D= 0 17533
Q2> 0 17533
DRAWDOWN TIME
TIME = VOLUME _
Q PROV'D
WHERE Cd= 0 6
A= 0 049 5P
g= 32 2 FP5/5
h= (f P EL - P P EL )/2
0 55
>Q5 OK
2 G498 DAYS

CALCULATIONS
PROJECT OLf SL t d�f�L/?� s 1111UF Z
IENT Oe-Z.-W ^4440 t Snc
SUBJECT I onj ILt
172 ly c �3
�o
R = 7.1- Pt
R= VA.
U= 17.2 I�
151 Poole Road, Swte 100
6elolle, NC 26451
TEL [phone]
FAX [phone]
w capefeamngmeernng com
DATE
PROJ NO Q -�a-
DESIGNED BY J M F
u
4�
Id 30' s
A-y
Npn—eroSIVC
S 1-o c m e %Pe 1�t- No
-1:� r 10 y eo,- .11t h. V r-
rtP rap r'lVI° Cd I
CAPE FEAR
Engineering, Inc.

CALCULATIONS
PROJECT (�'iEMJ DATE g-31—a7
DENT CX zA/J)S<LE PA/_INS Snc PROJ NO- 2 01 —0')'
SUBJECT Pon1�-� DESIGNED BY :J M F
Q= S1.14 cF�
" II
A-=, 36 63 9
t
151 Poole Road, Suite 100
Beh4lie, NL2&451
TEL (910) 3&3-1044
FAX (910) W3-1045
www eapePeareng,neering com
5
,
Non = eros�W� - ,� !o Ye:� "?-4 hvw= � • : � � ,
O ar"% _ f
e �f ent. No
k
CAPE FEAR
Engineering, Inc.
1

Re Ocean Isle Palms Phase 1
Subject Re Ocean Isle Palms Phase I
From Janet Russell <Janet Russell@ncmail net>
Date Thu, 27 Sep 2007 09 32 01 -0400
To Noelle Winstead <noelle wmstead@capefearengmeenng com>, Christine Nelson
<Christine Nelson@ncmail net>
Noelle
The time for your submittal meeting with *Christine on 10/11/07 is at 10 00 AM*
Per Linda, the project will need to meet the BMP requirements in effect at the time
you first submitted the package unless there's a substantial change in the
project like going from low density to high density The new forms and BMP Manual
changes will be on the website tomorrow, Friday the 26th _ We are giving about 2
weeks for engineers to get the word on the forms and recent changes to the
BMPs Please help us spread the word
Thanks,
Janet
Noelle Winstead wrote
Janet,
What time is the express submittal meeting on October ll^th o I am guessing
9 00 a m Also, I am guessing that we will need to meet the new BMP
requirements and use the new supplement forms once made available even though
this project has been submitted previously
Can you confirm my guesses
Thanks,
Noelle
1 of 1 9/27/2007 9 54 AM

99/26/2007 16 38 9104585261 RFTS PAGE 02/06
sowl
RFIS,
Resiftmal Foundation Tftft Services, PUC
Cape Fear Eagtneei'bg,1na
151 Poole Road, Saute-100
Belville, North Carolina 28451
Attention Mr lames Davis
September 26, 2007
Reference Seasonal I iigh Watertable Estimates
Pond No. 12
Ocean we Pahfas
Brwv s*i Cdunty, North Carolina
Rl:`L'S dAb No 066-06
Dear Mr Davis,
RIFTS is pleased to provide cominued testing services during the construction and
development the Ocean Isle Palms residential community off Ocean Isle Beach Road in
Br m5mck County, NddhCmrobAa
I) Mfg 1171 - Mire"I'Moi V 12 N I 1
As requested, oft gag visited the site nit September 21, 2W7 to estimate the seasonal
high wateitable in the area nm gakately around Pond No 12 that had been constructed
previously
" I: 'J3 1 NYI. 1, •il
1#ecatlse of the large area encompassed by the pond, two hand auger borings were
advanced to depths of approximately 10 to l 1 feet below the existing ground surface at
locations nearly ooiilssite sides of the pond_ The encountered soils were logged and
visually olassrikki by deptbi and a Munsell Soil Color Chart was used to determine the
hue, value, and cheoutia ofthe-visually distinct soil layers Our soil logs are presented in
Table I
Location 1-a '
Soils encountered in this boring consisted of relatively clean sands (USCS Soil Groups
`SP') in the `upper 70 inches below the existing ground surface The sands were underlain
by clayey Sands andlor slldds with clay (USCS Soil Group `SC') from 70 to 106 inches
below the ground M6oe Gleam, sands were encountered from 106 to the boring
temmnatton depth of 134 inches below the ground surface Water was encountered at
appronroatejy 125 irrehes'below the surfaces. Comparison of the soils to the Munsell
1305 3A Carolma Beads Ave t4 Office 910458-1377
Carolina Beach WoM Cemtma 25428 Fax. 0104-16-Ml

09/26/2007 16 38 9104585261 RFTS PAGE 03/06
RM Job No 066-% September 26, 2007
Cape F%rFWv Inc. Page Two
Chart suggests the seasonal high water level, prior the construction of the pond, occurred
approximately 44 inches below the existing ground su d=
Location 1-b
Soils cneowiterad In tbig boring consbsted of muwbedded relatively clean sands (JSCS
Soil Gsoaps `SP', Sly -SW, and `SPSC) through the entire boring depth of 126 inches
below the exiting gmimd wkwe with the exception of an organic layer between 11 to 17
niches. Water was ericuimtered at approximately 122 inches blow the surface
Comparison of the soils #o the Munsell Chart suggests the seasonal high water level, pnor
the construction of the pond, occurted at approximately 55 inches below the existing
ground sudac e.,
Please note the estimates of the seasonal high water levels were based on soil
characte Mes and 1wlunsO coloration. values and reptesent the historical high water
levels The construction of this pond and the outfall systems that is currently in place will
and udh=j* the spbsuffk6 wltW levels in at least the immediate area surrounding the
pond. It shoal ba m*W that future water levels may our may not be as shallow as the
estietafts provided i t Ins mWit and will be influencred by the water level maintained in
the pond
CLOSURE '
Please find attached our field data and a sketch showing the approximate boring
locations. If you any questions after reviewing this letter, please do not hesitate to
Contact us at ytiW eoneveweam-
Sincerely,
RE7'S, PLLC
David L. wriistead
Field Operafiew MWWW
M-WAR r
nvachimms

b9/26/2007 16 38 9104585261 RFTS PAGE 04/06
Is
Table l
Mtmsell sod Classifications
Pond No.12
Oaegn Isle Palms
Bmosvnck County, North Carohna
RIFTS Job No 287-07
Lae
Soil Desuxiption
Depth
in.
Hue
Value
Chrome
Comments
I a
Tv
0-4
-
-
Gmy fine to medmm SAND,
traea;
4-11
2 SY
5
1wy
-
Srie tp meam SAND
11-15
IOYR
6
1
V deaise
Dark yell0ixislp�Bmwnffflbko
madam SAND?
15-23
IOYR
3
4
Cemented
Tight Gray fine totfi W-- _
SAND
23-46
IOYR
7
2
Slight streaks
3"
Yellawrsh Brownfiwto medtmn
SAND
46-55
1OYR
5
4
Modehng
Very pole xxi" foe to vied mm
SAND
55-70
IOYR
8
2
Slight
streakstSHWT
Light Grey Vi O ERR 9ewp
Clam SAM
70.82
I M
7
1
Slightly moist
Light Yei msh ftwh SAND
withC
82-99
IOYR
6
4
Slightly moist
Light Yeliowi3hIkPwn "Ap to
medium MMOdftafC
99L106
I OYR
6
4
Slightly moist
Lxghi eA*jsli fine w
medium SAM
106115
10YR
6
4
Slightly moist
Light Oliva ' ftae tothdhum
115-134
SY
6
2
U20 ® 125"
i-b
Dark $mwn role to [ ohn
s
0-8
IOYR
3
3
Fill Sod
Very Dark wh 1"rowo Sna to
nt'Silt
8-17
IOYR
3
2
Cemented
fineto bicamm SAND
17-21
5">}1Hdll)morxj%
7 S
6
1
-
Light•Gmy fo'med>IOW
UND
21 25
7 SYR
7
1
-
bark �roa to medumx
3AN'D
25-30
7.5YR
3
2
Cemented
Brown Eme Wj. edium SAND,
tthce of C
30-37
7 SYR
4
2
-
DffikYellnwlsh`BFownSneto
medtiamc S
37-42
1 IOYR
4
4
Modeling
AerkYeliowish>;rbvvafineto
mtxiiitm S.tt
42-49
IOYR
3
6
Suvaks/Modelml;
Conhm ied Dieu

09/26/2007 16 38 9104585261 RFTS PAGE 05/06
f
Table 1- co»hmred
Munsell Soil Classifications
Pond No 12
Ocean We Palms
$nmsuwk County, No►tb Carolina
RM Job No 287-07
Jac
Soil l on
MVth
Hue
Value
Chrome
Comments
_
ur_
Veq mark Brown fine to ra
49-55
7 SYR
25
3
Streaks
S '
Datic 13 nsvn fin to
55-58
SYR
25
2
SI•iWT
medium SAND
Stack fine to a dltout SAI3D
5842
7 SYR
25
1
1 tgbt Gray fine 4o-m04016
62-69
7 5YR
7
1
-
SAND
Vary 1 %*%va fmbto medmza
69-78
10YR
2
2
Slightly moot
SAND
rwkYeHdwaB�owafinetq
7&101
10Y1t
4
6
Strglttlyworst
medium S�hND
= Brawn firm LGs um
S M
101-117
10YR
3
3
Motsdcoarse
*WAHM
Light olwoftown life to.
117-126
2 SYR
5
4
%0 @M7
medamu SAW

Q
t-a
TO OCEAN ISLE BEACH ROAD
yl Laaand
6 APPROXIMATE TEST LOCATION
mn
SHWT ESTIMATES BORING LOCATIONS
FIGURE 1
T
m
PONE NO 12
DRAWIND NOT TO SCALE
FoundationTestingAve services FUC
Residen13053A
RF
OCEAN ISLE PALMS
DATE] 9126107
Cl
t30S 3A Caroline Beach Ave N
Carolina Beach, North Carolina 2842e
om
BRUNSWICK COUNTY, NORTH CAROLINA
SKETCH: DLW
Os Bt0.4SBA377
Residential Foundation
_. _ _.. _
JOB NO O66 O6
REVIEW! SDK
Fax 9104SM261

r
W ATF9
r
� y
September 5, 2007
Sheldon Tucker, Secretary
Ocean Isle Palms, Inc
131 Ocean Blvd , West
Holden Beach, NC 28462
Subject Stormwater Project No SW8 060338
Ocean Isle Palms Phase 1A & 1B
Brunswick County
Dear Mr Tucker
Michael F Faslcy Got emor
William Ross Jr Secretary
North Carolina DeparlmLm of Environment and Natural Resources
Coleen H Sullins Director
Drt ision of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Ocean Isle Palms Phase 1A & 1B on August 31, 2007 A preliminary review of that information
has determined that the application is incomplete and will not be accepted Into the Express
Program The following information was required in order for the application to be accepted
1 The drainage area for each pond must be clearly delineated The offsite portion of
the drainage area for Pond 14 is not fully delineated The entire offsite drainage
area must be included on the plans Use a more obvious drainage area line and/or
highlight the different drainage areas
2 The existing contours must be labeled on the plans
3 The offsite areas must be defined with contour lines and labeled with the assigned
BUA
Without the entire drainage area delineated and labeled contour Imes, the application cannot
be reviewed Please pick up the application and check from the front desk by September 7,
2007
My earliest available submittal date is October 11, 2007 at 10 am Please let me know if this
date is acceptable for you Resubmit all of the required items, Including the application fee, at
the future submittal meeting
Sincerely,
Cam. -
Christine Nelson
Environmental Engineer
ENB/can S \WQS\STORMWATER\ADDINFO\2007\Ocean Isle Palms Phase 1A 1 B sep07
cc Noelle Winstead, Cape Fear Engineering, Inc
Christine Nelson
Wilmington Region al-OfficeI
North Carolina Division of Water Quality t27 Cardinal Drive Extension Wilmington NC 29405 Phone [phone]
Wilmington Regional Office Internet wwa ncwatcrauahty or Fax [phone]
One
hCarohna aurally
Customer Service
1 877 623 6748
An Equal Opportunity/Affirmative Acton Employer— 50% Recycled/10% Post Consumer Paper

a.e Az
G
V<lay�J• V'a
7 l
1Y5,�'-P,
J ,v
� ✓ �niste� ac ` D �•
�Z `iiS/
I`ll ° s !� i � r i i %! �: �,�" — —.•—�
Copyriqht (C) 1998 Maptech
>gister—
Cemt a
Gr
Y Pn
( m
-24, mr� r
C
R^ ie Polnnl
�A � �� I i )r6 t. t�� J "�+ •
___ ___VArEXVA - '✓�

IMFrS
Residential Foundation Testing Services PLLC
Cape Fear Engineering, Inc
151 Poole Road, Suite 100
Belville, North Carolina 28451
Attention Mr John Sims, P E
August 27, 2007
Reference Seasonal High Watertable Estimates
Proposed Stormwater Ponds 14, 15, 16, and 21
Ocean Isle Palms
Ocean Isle Beach, North Carolina
RFTS Job No 066-06
Dear Mr Sims
RFTS is pleased to provide testing services during the design of the stormwater ponds
located at the Ocean Isle Palms residential development off Ocean Isle Beach Road in
Brunswick County, North Carolina
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on August 8 and 22, 2007 to estimate the seasonal
high watertable at four locations within the area of the proposed stormwater ponds The
purpose of ttus testing was to provide soil parameters for the stormwater pond design
Seasonal High Watertable Estimates
Hand auger borings were advanced to depths ranging approxmiately 4 to 10 feet below
the existing ground surface near the locations of the proposed ponds as identified by Cape
Fear Engineering personnel The encountered soils were logged and visually classified by
depth and a Munsell Soil Color Chart was used to determine the hue, value, and chroma
of the visually distinct soil layers Our sod logs are presented in Table 1
Soils encountered in our boring location for pond 14 consisted of interbedded relatively
clean sands (USCS Soil Groups `SP', `SP-SM') through the upper 101 inches above the
existing ground surface Clayey sand was encountered from 101 to the boring termination
depth of 120 inches Comparison of the soils to the Munsell Chart suggests the seasonal
high water table occurs at approximately 62 inches below the existing ground surface at
pond 14
1305 3A Carolina Beach Ave N Office 910-458-1377
Carolina Beach North Carolina 28428 Fax [phone]

RFTS Job No 066-06 Page Two
Cape Fear Engineering, Inc August 27, 2007
Sods encountered in our boring location for pond 15 consisted of relatively clean sands
(USCS Soil Groups `SP', SP-SM') in the upper 61 inches below the existing ground
surface The sands were underlain by sands with clay and/or clayey sands (USCS Soil
Group `SC') from 61 to the boring termination depth of 102 inches below the ground
surface Comparison of the soils to the Munsell Chart suggests the seasonal high water
table occurs at approximately 38 inches below the existing ground surface at pond 15
Soils encountered in our boring location for pond 16 consisted of interbedded relatively
clean sands (USCS Soil Groups `SP', `SP-SM') through the upper 54 inches above the
existing ground surface and were underlain by clay with sand from 54 inches to the
boring termination depth of 65 inches below the existing ground surface Comparison of
the soils to the Munsell Chart suggests the seasonal lugh water table occurs at
approximately 22 inches below the existing ground surface at pond 16
Soils encountered in our boring location for pond 21 consisted of clayey sand (USCS Soil
Group `SC') in the upper 10 inches and was underlain by relatively clean sands from 10
inches to the boring termmation depth of 54 inches A measurement made 30 minutes
after augenng indicated a depth to standing water in the borehole of 44 inches below the
existing ground surface Comparison of the soils to the Munsell Chart suggests the
seasonal high water table occurs at approximately 23 inches below the existing ground
surface at pond 21
These seasonal lugh water estimates should be reviewed by appropriate regulatory
authorities before finalizing the details of any civil design
CLOSURE
Please find attached our field data If you have any questions after reviewing this letter,
please do not hesitate to contact us at your convenience
Sincerely,
RFTS,PLL/C
David L Winstead
Field Operations Manager
DLW/dlw
Attachments

Table 1
Munsell Soil Classifications
Proposed Stonnwater Ponds 14 and 15
Ocean Isle Palms
Ocean Isle Beach, North Carolina
RIFTS Job No 066-06
Loc
Soil Description
Hue
Value
Chroma
Depth
Comments
in )
14
Pale Yellow fine to medium
2 5Y
7
3
48-62
SAND
Light Olive Brown fine to
2 5Y
5
3
62-84
Moist/SHWT
medium SAND
Gray fine to medium SAND
7 5YR
5
1
84-101
Moist/perch
water at 48"
Greenish Gray layey SAND
GLEY 2
6
10G
101-120*
15
Topsoil
-
-
0-3
Light Gray fine to medium
10YR
7
1
3-13
Weakly cemented
SAND
Dark Yellowish Brown fine to
10YR
4
4
13-18
Weakly cemented
medium SAND
Light Olive Brown fine to
2 5Y
5
6
18-31
Weakly cemented
medium SAND
Brownish Yellow fine to
10YR
6
6
31-38
medium SAND
Pale Yellow fine to medium
2 5Y
8
2
3843
Streaking/SHWT
SAND with Brownish Yellow
streaks
Olive Yellow fine to medium
2 5Y
6
8
43-61
with cemented
SAND, trace of Clay
chunks
Grayish Brown fine to medium
2 5Y
5
2
61-81
Moist/streaking
SAND with Clay
Light Gray fine to medium
2 SY
7
1
81-89
Moist
SAND with Clay
Light Brownish Gray Clayey
2 5Y
6
2
89-102
Moist
SAND
*Bonng terminated at 120 inches, very loose clayey sand and water, no return in auger

Table 1-continued
Munsell Soil Classifications
Proposed Stormwater Ponds 16 and 21
Ocean Isle Palms
Ocean Isle Beach, North Carolina
RIFTS Job No 066-06
Loc
Soil Description
Hue
Value
Chroma
Depth
Comments
m)
16
To sod
-
-
0-3
Very Dark Gray fine to medium
1 OYR
3
1
3-11
SAND with organics
Very Dark Brown fine to
10YR
2
2
11-22
medium SAND, trace of Silt
Very Dark Brown fine to
1 OYR
2/7
2/1
22-30
Weakly
medium SAND with Light Gray
cemented/SHWT
streaks
Dark Brown fine to medium
7 5YR
3
3
30-41
SAND
Dark Yellowish Brown fine to
10YR
4
6
41-46
Weakly cemented
medium SAND
Yellowish Brown fine to
10YR
5
4
46-50
Weakly cemented
medium SAND
White fine to medium SAND
2 SY
8
1
50-54
Streaking
with Light Gray streaks
Greenish Gray CLAY with
GLEY 1
6
SGY
54-65
SAND
21
Brown ClaVey SAND
10YR
4
3
0-10
Moist
Light Gray fine to medium
10YR
7
2
10-23
Moist with slight
SAND
streaks
Gray fine to medium SAND
10YR
6
I
23-35
Moist with
with Light Grav streaks
streaks/SHWT
Grayish Brown fine to medium
10YR
5
2
35-54
HZO @ 44"
SAND

LQ
TRANSACTION REPORT
P 01
AUG-01-2007 WED 09-05 AM
FOR' NCDENR
t
SEND
DATE START RECEIVER
AUG-01 09 05 AM 93831045
9103502004
TX TIME PAGES TYPE
23" 2 FAX TX
TOTAL
�>Ktttt�ttt�t��tt��t�t
State of North Carolina
Mnartment of Env Mument and Natural Resoarceg
oval Oleo
NOTE M# DP
OK 187
23S PAGES. 2
VVdmmgrton ReEr WaM G Boss, Jr , Secretary
Michael F Easley, Governor FAX COV R SMF"
�^ r No Pa es (excl cover)
Date dL C From
To Phone T
9 0 350- 004
Co
t7feqryi0 - �3g3
Fax
Re - 1"e
GJ,�y�s/ 5 %tea s S i
127 Cardinal Dr,vc E aension,
V7dm�ngtun NC 2"05 • (9l0) 796.7215 • An Equal Oppndnmty MEN'rve Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
Date
To
Co C A Pe /Z:�a ,9 /
Fax _ %/O �g,J� — /0 7 J
Re QGeAt) r5LE /9AZInS
William G Ross, Jr., Secretary
No Pages (excl cover) /
From ✓O C_ R.S
Phone / / - 7 Z
Fax [phone]
=n G
CJA�f/5 4e,cn/ tS S i �/cA��a.� ���iylyi? -/-
127 Cardinal Drne Extension Wilmington NC 28405 • [phone] • An Equal Opportumq Affirmative Action Employer

State of North Carolina n ��
Department of Environment and Natural Resources „
Division of Water Quality U t�
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being retur ed
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS
To determine the classification of the Nyatershed(s) in which the subject project will be located, you are required to
submit this form, with Items I through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review At a minimum, you must
include an 8 5" by I I" copy of the portion of a 7 5-mmute USGS Topographic Map that shows the surface waters
immediately downslope of the project You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy If the facility is
located in the Neuse River Basin, also include a copy of the sod survey map for the project location The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal
1 Applicant's name (name of the municipality, corporation, individual, etc )
2 Name and complete address of applicant Ocean Isle Palms, Inc
City Ilolden Beach State NC Zip 48462
Telephone number ( 910 ) 842-4939 Facsimile number ( 910 ) 754-7034
3 Project name (name of the subdivision, facility or establishment, etc )
Ocean Isle Palms — Phase I A
4 County where project is located Brunswick
5 Name(s) of closest surface waters Jinnv's Branch
6 River basins) in which the project is located Lumber River Basin
7 Topographic map name and date Shallotte, N C ��, liuI11612 1"
8 North Carolina Professional Engineer's seal, signature, attrakit���i� _
TO REGIONAL OFFICE WA
Pleasc provide me with the classification(s) of the surf ice waters, w
these activities will occur, as identified on the attached map segment
Name(s) of surfau waters and river basm(s)
Classification(s) (as established by the EMC)
Proposed classification(s), if apphcablc
River basin buffer rules it applicable
Signature of region if offce perwnnel
RVISOR
and appropriate nvcr basm(s) where
IT, fly)Vi ffI/ / L um,�el-
iv Ii4
D'Ite
FORM WSCA 10/99
Pdgc I of 2

�����
CAPE FEAR
'O
Engineering, Inc.
151 Poole Road Suite 100
BeMlle Nc 25451
TEL [phone]
FAX [phone]
www cape fearengmeermg com
To
INCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn
I Mr Edward Beck
JUL 1 a 1007
Transmittal
Date 7/16/07 li
File 809-01
Subject WSCA 10/99
OCEAN ISLE PALMS
❑ As Requested ❑ For Your Files ❑ For Distribution
❑ Sent via Mail ❑ Sent via Courier
® For your Review / Action / Approval
Quantity
Drawing No
Description
1
Watershed Classification Attachment
1
8 5" x 11" USGS Topographic Map
REMARKS If you have any questions or comments please call our office at [phone]
CC
File(809-01)
Sig
Cape

r.PnRIAr�T
BUSINESS CORPORATION
�' o< ANNUAL REPORT
NAME OF BUSINESS CORPORATION Ocean Isle Pahns Inc
FISCAL YEAR ENDING 2007
SECRETARY OF STATE CORPORATE ID NUMBER 0817314
NATURE OF BUSINESS Real Estate Development
REGISTERED AGENT Saunders Mark 4
REGISTERED OFFICE MAILING ADDRESS 131 Ocean Blvd West
Holden Beach NC 28462
E-Filed Annual Report
-1 0-7877623
For vear 2007
Do not data enter manually
STATE OF INCORPORATION AC
REGISTERED OFFICE STREET ADDRESS 131 Ocean Blvd Wert
Holden Beach NC 28462 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER (910) 8d2-4939
PRINCIPAL OFFICE MAILING ADDRESS 131 Ocean Blvd (Pest
Holden Beach VC 28462
PRINCIPAL OFFICE STREET ADDRESS
PRINCIPAL OFFICERS
Name Nark 4 Saunders
Title President
4ddress
131 Ocean Blvd West
Holden Beach NC 28462
Name Donald IT, Horwarth
Title Dice President
4ddress
131 Ocean Blvd W
Holden Beach \C 28462
131 Ocean Blvd West
Holden Beach NC 28462
Name Carroll ,E( Lipscombe Jr
Title Treasurer
4ddress
131 Ocean Blvd Pest
Holden Beach NC 28462
Name Sheldon L Tucker
Tide Secretary
4ddress
131 Ocean Blvd TV
Holden Beach AC 28462
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
dark Saunders
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Mark Saunders
02/22/2007
DATE
President
T1 PE OR PRINT NAiME TYPE OR PRINT TITLE
ANNUAL REPORT FEE S20 VML 10 Smretary of State Corporations Division Post Office Bo<29525 Raleigh, NC 27626 0525

08/30/2007 09 19 842-9245 NANCY FORREST PAGE 01/01
SIGNATURE RESOLUTION OF
OCEAN ISLE PALMS, INC.
The unde�igned, being the President of the above corporation, hereby certifies
that on the ay of, 2007 the corporation adopted the following resolution
RESOLVED, that the persons named below have been designated by the
President and are empowered by the corporation to have nonexclusive signature
authority for any federal, state, or local permitting instruments as may be required for or
on behalf of the Ocean Isle Palms, Inc
These persons shall have signature authority as authorized herein for the Ocean Isle
Palms, Inc
And that said resolution has not been modified or rescinded
Date ��7 a% 71 ;WW

I dk
TOPO' mau D,txeC or 04 26 06 t- I,r .
161dGluuu W /tllzj.ujU vlj
ti
jyf
ow
I),.
C-a
Cd� Oft
M
IVA,
s
lk�
iz'-ZLVILIQ Vv
Ilk
13
76
wd
78-33 'ClO VV 75-2.30I V, IS129, ,jcc W 78°27.000 VY nC, sr; lljr¢s4 7A214"n-
Ilk
13
76
wd
78-33 'ClO VV 75-2.30I V, IS129, ,jcc W 78°27.000 VY nC, sr; lljr¢s4 7A214"n-