20110953 Ver 2_401 Application_20130813

Coastal Land Design, PLLC
Civil Engineering /Landscape Architecture
Land Planning /Construction Management
August 9, 2013
NCDENR
Wetland Permitting Unit
Division of Water Quality
1650 Mail Service Ctr.
Raleigh, NC 27699 -1650
Attn: Karen Higgins
1\- og53 V2.
&a 1m)
Re: Old Dock Plantation — Notice of Deficiency DWQ Project #20110953
Ms. Higgins,
This submittal package is in response to your letter dated May 20, 2013 to Mr. Jack Stocks. We
have met on site with Joanne Steenhuis with the Wilmington Regional office to verify that
corrective measures have been taken to restore the impact areas back to their natural state. Please
find enclosed the following information:
• Agent Authorization Letter
• Four (4) copies of the application along with additional supporting documents
• A copy of NCDENR Stormwater permit No. SW8 110424
• Check made out to NCDENR in the amount of $240.00
An additional copy of this submittal package has been hand delivered to Joanne Steenhuis at the
Wilmington Regional office. Please feel free to contact me if you require additional information.
AUG 1 3 2013
PO Box 1172 Wilmington, NC 28402 Ph:910- 254 -9333 Fax: [phone]

Raintree Development Corp.
211 N. 5' Street
Wilmington, NC 28401 -4082
Date: August 6, 2013
Project Name: Old Dock Plantation
Location: Turkey Point Road (SR 1529) in Onslow County, NC
RE: Agent Authorization Letter
To whom it may concern,
I authorize Andy Mills or any employee of Coastal Land Design, PLLC to act as an agent on my
behalf in any and all matters dealing with regulatory review and permitting of the above
mentioned project.
Sincerely,
ack G.Stoc
Property Owner

A
��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 14, 2011
Mr. Jack Stocks, President
Raintree Development Corp.
211 N. Fifth Street
Wilmington, NC 28401
Subject: State Stormwater Management Permit No. SW8 110424
Old Dock Plantation
Low Density Subdivision Permit
Onslow County
Dear Mr. Stocks:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Old Dock Plantation on June 29, 2011. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008 -211 and Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 110424, dated July 14, 2011, for the
construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein, and does not supercede
any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
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 informatioi
contact either Kelly Johnson or me at (910) 796 -7215.
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
please
GDS /kpj: S: \WQS \StormWater \Permits & Projects \2011 \110424 LD \2011 07 permit 110424
cc: Jeffrey B. Petroff, PE, Coastal Land Design, PLLC
Onslow County Building Inspections
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone 910 - 796 -72151 FAX [phone] Customer Service 1- 877 -623 -6748 NorthCarolina
Internet uwew navaterquality org Aallrally
An Equal Opportunity Affirmative Acucr, Employer

State 5tormwater Management Systems
Permit No.SW8 110424
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
Raintree Development Corp.
Old Dock Plantation
3230 Turkey Point Rd, Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of a 12% low density subdivision in compliance
with the provisions of Session Law 2008 -211 and 15A NCAC 2H .1000 (hereafter
collectively and separately 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.
The Permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. Each of the 41 lots is limited to a maximum of 3,700 square feet of built -upon area, as
indicated in the approved plans.
2. The overall tract built -upon area percentage for the project must be maintained at
12% per the requirements of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Pr91jects covered by this permit will maintain a minimum 50- foot -wide vegetative
buffer. The width of the buffer is measured horizontally from the normal pool of
impounded structures, from the bank of each side of streams or rivers, and from the
mean high water line of tidal waters, perpendicular to the shoreline.
5. All runoff directed into and through the vegetative buffer must flow through the buffer
in a diffuse manner. All runoff directed into wetlands shall flow into and through the
wetlands at a non - erosive velocity.
6. The only runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and
approved by the Division.
7. Where the flowrate in a swale exceeds 2 fps, a mechanism to prevent erosion shall
be provided at the end of the swale, prior to discharging into the 50' buffer, surface
waters or wetlands.
Page 2 of 5

vicaic vwi 11 iwawi rv1a1 1dlY. CII ICI Il JY5leMS
Permit No.SW8 110424
8. For projects within' /2 mile of and draining to SA waters, direct discharges to SA
waters are not allowed. Swale discharges from the design storm must either be
infiltrated or diffused at a non - erosive velocity into the vegetated buffer or other
natural area. The vegetated buffer or other natural area must be capable of providing
effective infiltration of the runoff from the design storm.
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their 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
swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted stormwater management systems at optimum efficiency to
include:
a. Inspections
b. Sediment removal.
C. Mowing, and re- vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Maintenance of flow diffusion devices in accordance with approved plans and
O &M.
4. 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 of the items shown on the approved plans, including the
stormwater management system, design concept, 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, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved
plan.
5. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
6. No piping shall be allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road and that minimum amount needed
under driveways to provide access to lots.
7. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area. 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, provided that the permittee complies with the requirements of
Section 11.10 and 11.11 of this permit.
8. Within 30 days of completion of the project, the permittee must certify in writing that
the project's stormwater controls, and impervious surfaces have been constructed
within substantial intent of the approved plans and specifications. Any deviation from
the approved plans must be noted on the Certification.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW8 110424
9. If the permittee sets up an Architectural Review Committee or Board or similar
structure, to review plans for compliance with the restrictions, the plans reviewed
must include all proposed built -upon area (BUA). Any approvals given by the
Committee or Board do not relieve the lot owner of the responsibility to maintain
compliance with the permitted BUA limit.
10. Deed restrictions are incorporated into this permit by reference and must be recorded
with the Office of the Register of Deeds prior to the sale of any lot. Recorded deed
restrictions must include, as a minimum, the following statements related to
stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 110424, 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 3,700 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, and coquina, but does
not include raised, open wood decking, or the water surface of swimming
pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.
h. Each lot will maintain a minimum 50 foot wide vegetated buffer adjacent
impounded structures, rivers and streams, and tidal waters.
i. All roof drains shall terminate at least 50 feet from the normal pool of
impounded structures, the bank of each side of rivers and streams, and the
mean high water line of tidal waters.
11. The permittee shall submit a copy of the recorded deed restrictions, which contain all
of the above statements, within 30 days of the date of recording.
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.
13. All stormwater conveyances will be located in either a dedicated right -of -way (public
or private), recorded common areas or recorded drainage easements. The final plats
for the project will be recorded showing all such required easements, in accordance
with the approved plans.
14. Prior to the development of any future area or additional phase noted on the
approved plans that has a BUA allocation, a permit modification must be submitted to
and approved by the Division. The modification must demonstrate that the built -upon
area does not exceed the maximum amount permitted under this permit and that it
meets the intent of low density development per the stormwater rules and available
guidance.
Page 4 of 5

orate otormwater management bystems
Permit No.SW8 110424
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to an enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statutes 143- 215.6A to 143- 215.6C.
2. The permit issued shall continue in force and effect until modified, revoked or
terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143 -215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and re-
issuance of the permit to change the name and incorporate such other requirements
as may be necessary. A completed Name /Ownership Change Form, signed by both
parties involved, must be submitted to the Division of Water Quality accompanied by
the supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits, and may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the permit transfer request. Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer of
the stormwater permit.
7. 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. If any of
those permits result in revisions to the plans, a permit modification must be
submitted.
8. The permittee grants permission to DENR Staff to enter the property during business
hours for the purposes of inspecting the stormwater management system and its
components.
9. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
10. Unless specified elsewhere, permanent seeding requirements for the swales must
follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Permit issued this the 14th day of July 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- -- - -- - - - - - -- ��---=------------------- - - - - --
for Cole H. Sullins Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

VQ USE ONLY
Date Received Fee Paid Permit Number
1. :` > f ^.,, i ,� ) / t)[I �— -•� <' � _ "'% ' �� �
Applicable Rules: ❑ Coastal SW -1995 ''qCoastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non- Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WO Mzmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as au original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.)-
Old Dock Plantation
2. Location of Project (street address)-
3230 Turkey Point Road
City: Sneads Ferry County: Onslow Zip. 28460
3. Directions to project (from nearest major intersection):
Located on Turkey Point Road (SR1529) approximately 1 mile south of intersection with Old Folkstone Road
(SR1518).
4. Latitide:34* 30' 50" N Longitude:770 27' 23" W of the main entrance to the project
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Lou, Density ❑High Density ❑Drains to an Offsite Stormwater Svstem ❑Other
If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than ctu rently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Centei at 1 -877- 623 - 6748)•
®CAMA Major ®Sedimentation /Erosion Control 4_0 ac of Disturbed Area
❑NPDES Industrial Storinwater ®404/401 Permit. Pioposed Impacts _ appi ox. 3,650 sf
b. If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and tine type of each permit N/A
Form SWII -101 Ver,1on 07Jmi2010 Page 1 of
r�r.;a c, ► r�� l

I'll. CONTACT INFORMATION
it Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns tine project)-
Applicant/ 01 gamza tion:
Signing Official & Title: -_]ack Stocks, President ''
b.Contact information for person listed in item 1a above-
5
Street Address: 211 N. Fifth St.
Citv. Wilmington State: NC Zip: 28401
Mailing Address (if applicable): 211 N. Fifth St.
Cit),: Wilmungton
Phone: ( 910 ) 763 -8124
Email •.jackstocksplsCbellsouth.net
State: NC Zip: 28401
Fax: ( 910 ) 763 -8485
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a cop)' of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pendung sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Connplete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner /Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address.
Cite:
Mailing Address (if applicable):
City:
Phone-
Email-
State:
State:
Fax:
Zip:
Zip:
a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project-
Other Contact Person/ Organization.
i
Signing Official & T
b.Contact information for person listed in item 3a above.
N- faiInng Address•
Cih, • State-
P110110 ( ) Fax:
Email.
Zip-
4 Local jurisdiction for building permit-,;- Onslow Counh,
Point of Contact: Phyllis Norris Phone 4 ( 910 ) 989 -3084
Form SWU -101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1 In the space provided below, hr refl 7 summarize how the stormwatei runoff will be treated.
This low- densih' project will utilize roadside ditches to capture and treat stormwater runoff Velocih,
dissipating pools Neill be used where the ditches discharge to surrounding vvetlands
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date•
❑ Valid Building Permit Issued Date:
❑ Other: Date-
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin
4. Total Property Area: 41.4E acres 5. Total Coastal Wetlands Area- -0- acres
6. Total Surface Water Area" -0- acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Areal: 41.4 acres
Total protect area shall be calculated to exclude the following: the nor►nal pool of impounded struch ►res, tine area
between the banks of streams and rivers, the area below the Norinal High Water (NHI,V) line or Mean High 1Nater
(MHIA1 line, and coastal zetlands landward from the NHW (or MHIM line. Tine resultant protect area is used to
calculate overall percent built upon area (B UA). Non- coastal wetlands landward of the NH1,V (or MH11V) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 12 %
9 How manv drainage areas does the project have? 1 (For high density, count 1 for• each proposed engineered
stormwater BMP. For low density and other projects, use 1 for tine whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas m the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
Turkey Creek
_
Stream Class *
SA; ORW
-
Stream Index Number *
18 -87 -1
-0-
Total Drainage Area (so
1,803,545 sf
On -site Sidewalks (so
-0-
On -site Drainage Area (so
1,803,545 sf
)).111
Othei on -site (so
-0-
Off -site Drainage Area (so
-0-
i
Future (so
Proposed impervious Area ** (so
216,414 sf
% Impervious Area ** (total)
12.0`.%
-'
Impervious'* Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings /Lots (so
151,700 sf
_
On -site Streets (so
62,664 sf
-
On -site Parking (so
-0-
On -site Sidewalks (so
-0-
i R
)).111
Othei on -site (so
-0-
i
Future (so
2,050 sf
Off -site (so
-0-
-'
Existing BUA" ** (so
-0-
I Total (so
216,414 sf
Stream Class and Index- Number can be deternun►ed at. htt . ) ootal nrz� in.L�r� avr'b t►:r1Lps /�str /c)a�snc�'at►ons
Nk lrn )ennous area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
siyezvalks, gravel areiis, etc
`* Report only that a fount of existing BLIA that will ►e►nai n after developnnent Do not repot any existing BUA that
is to be ren►oved and ivinch zi ?ill be replaced by new BLIA
Form SWLi -101 Version 077un2010 Page 3 of

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DIIfQ Central Office slalflo check !f the project is located it,ithin a Threatened &
Endangered Species it,alershed that nuav he subject to snore stringent slortmraler regun•ements as per AC.-IC 02B 0600
V. SUPPLEMENT AND O &M FORMS
The applicable state stornnvater management permit supplement and operation and maintenance (O &M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
frorn hqi /, /Mortal ncdem.ork; ►veb /ti�'q /1�SIsU /bl)lp- Italian
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. A detailed application instruction sheet and BMP
checklists are available from lnttp: // portal. ncdenr .org /web /wq /ws /su /statesiv /forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http: / /poi-tal.ncdeiii .org /v%-eb /wq /ws /su/nnaps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from ht!pd /portal ncdenr .org /web /nN•q /tvs /su /statesN %- /forms does.
Initials
1 Original and one copy of the Storm -water Management Permit Application Form.
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII beloto)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O &M J
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://%%-A,iv.eiivhelLi.org/pages/oiiestopexl2i-ess.htn-il for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment /managementfor
the project This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 5 r
receiving stream drains to class SA waters within ?V2 mile of the site boundary, include the ? i
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5' x 14" (sealed, signed, & dated), including.
a. Developnnent /Project name
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend
e North arrow. t'
f Scale.
ll,
g. Revision number and dates r —*-r I%
h Identify all surface waters on the plans by delineating the normal pooh elevation of A;/n(,
innpounded structures, the banks of streanns and rivers, the MHW or NH�V lui�e;gf tidal
waters, and any coastal wetlands landward of the MHW or NHW lines. Q —? 2
Delineate the vegetated buffer landward from tine nor oral pool elevation of iinpoui �d ``
structures, the banks of streams of rivers, and the N4HW (or NHl'd) of tidal waters.
i. Dimensioned property /project boundary with bearings & distances
j Site Layout with all BUA identified and dimensioned
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures
m Wetlands delineated, of a note on the plans that none exist. (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made tine deterimmation on tine plans.
n Existing drainage (including off - site), drainage easements, pipe sizes, runoff calculations
o Drannage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required).
Form SWU -101 Version 07Jun2010 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identifv �`-
elevations in addition to depths) as well as a map of the boi ing locations with the existing
elevations and boring logs. Include an 8 5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration iate, and the method of determining the iinfiltiahon rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DINQ to Venfij the SHWT prior
to subinittal, (910) 796 - 7378.)
10 A copy of the most current property deed. Deed book: 3522 Page No: 716 5
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretaiy of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and /or 3a pei NCAC 2H.1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretary state.nc us/Corl2oratJons/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded pi for to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form The appropriate deed restrictions and
protective covenants forms can be downloaded from
htt1�:J /portal.ncdenr.org ��eb /wcI /icsi su /statesw /forms flocs. Download the latest veisions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed reshictions and protective covenants form while the applicant is iesponsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and /or firm (such as a
consulting engineer and /or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:_ Jeffrey B. Petroff, P.E.
Consulting Firm- Coastal Land Design PLLC
Mailing Address: P O. Box 1172
City: Wilmington
Phone ( 910 ) 254 -9333 x 1002
Email. ipetroffOaCLDeng coin
State NC Zip- 28402
Fax- L910 ) 254 -0502
IX. PROPERTY OWNER AUTHORIZATION (if Cott tact Information, itein 2 has been filled ont, complete this
section)
1, (print or tilpe nan►e of person listed n► Contact hifor►nahon, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or tape naive of person
lister! in Contact In►forn►ation, ►tens 1a) with (print or type nai ►►e of organization listed in
Contact Infornnahon, item 1a) to develop the project as cuirently proposed A copy of
the lease agieement of pending propei h, sales contract has been piovided with the submittal, .which undicates the
party responsible foi the operation and maintenance of the stornnwater system
'F jvF
ii n:, 7[I
--
Fornn S WU- 10 1 Version 07Jun2010 Page 5 of 6

-As the legal property owner I acknowledge, understand, and agree by my signature below, that of my designated
agent (entity listed in Contact Information, item 1) dissolves their company and /or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, tine property owner. As the properhr owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/ Ownership Change Form within 30 days; otherwise I will be operating a stormlvaten treatinent
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143 -2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 1.13 -215.6
Signature:
a Notary Public for the State of
do hereby certify that
Date-
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Inforinatnon, rterrr la) lack Stocks
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 the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006 -246 (Ph II - Post Construction) or SL 2008 -211.
Signa
Date: 44-d
1, , a Notary Public for the State of 4 County of
14 r_� _ �s��i do hereby certify that personally appeared
before me this IL day of and ackj)&VVTeidge 'due . e ution of the application for
a stormxt•ater permit. Witless my hand and official seal,
�
, 5t.MuVayft �
V . l►!de
• ���. ' °p X70
;'v
N
a
Rio
SEAL
commission expires_ /%! 4"i - � r
r. U R /
i
101-111 SNVU -1 U 1 Vel sioll O iii12010 Page 6 of 6

Permit No. �' ''' /'�' `� -2z-
(to be provided bt, DTFQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form mm/ be photocopied for use as an original
A loxv density project is one that meets the appropriate criteria for built upon area and transports stonmwater
runoff primarily through vegetated conveyances. Low densit}' projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008 -211, 15A NCAC 2H.1000. Session Law 2006 -246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORINIATION
Project Name : Old Dock Plantation
Contact Person: Jack Stocks Phone Number: ( 910 ) 763 -8124
Number of Lots: 41 Allowable Built Upon Area (BUA) Per Lot *: 3,700 sf
Number of Dwelling Units Per Acre * *:
Low Density Development (check one): ® irithout curb & gutter ❑ u4th curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
* *(Phase II Post - Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DIXQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. ( littp:// h2 o. eiu •.state.nc.us /su /bmp_forms.htm)
Complete the following calculation in the space provided below where:�7r
• SA Site Area - the total project area above Mean High Water.
• DF DensitN Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses. tennis courts. sidewalks. etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located beween the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined
• Total BUA from lot listing - the suln of built upon area allocated for each lot on the list of non- uniform lots.
Form SW40I -Lo\\ Dens►t\ -Rev 3 -21 10,09 Pa(-,e 1 0l 4

• Calculation:
For uniform lot sizes:
(SA: 1.803.545 ft- x Dr.- 0.12) - Otk 62.664 ft2) - (OA: 2.050 ft'`) = BUA per Lot= 3.700 ft2
(No of Lots: 411)
For non - uniform lot sizes:
a. (SA: ft' x DF: ) - (RA: ft2) - ('OA
b. Total BUA from lot listing: sf b must be < a
III. DESIGN INFORMATION
ft2) = Total allowable lot BUA = ft2
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
littp:Hhdse.nws.noaa.gov /Iidsc /pfds/
Table 1. (IPC ;an ;nfnrni�t;n. 1--A ,,.. L_ ,n _
Swale No.
1
Drainage
Area (ac)
0.11
Impervious
Area (ac)
0.05
'Grassed
Area (ac )'
0.06
........
C
0.52
-.7 .". aavil
Q
cfs)
0.62
Ill.
Slope
%)
1.5
Va11ow
(f s
5.0
Vactual
f s
Flow
De th ft)
1.51
0.32
2
0.12
0.05
0.08
0.48
0.66
1.5
5.0
1.53
0.33
3
1.82
0.62
1.20
0.46
6.75
2.3
5.0
3.23
0.72
4
1.94
0.56
1.39
0.41
6.56
2.3
5.0
` 3.21
0.71
5
0.80
0.20
0.60
0.39
2.94
1.9
5.0
- 2.41
0.55
6
0.34
0.15
0.19
0.54
1.91
1.1
5.0
5.0
1.81
0.51
7
0.14
0.06
0.08
0.52
0.83
2.2
1.88
0.33
8
9
0.40
0.34
0.12
0.10
0.28
0.24
0.43
0.42
1.75
1.42
1.3
0.8
5.0
5.0
1.85
1.47
0.49
0.49
10
0.42
0.14
0.28
0.45
1.90
0.8
5.0
1.58
0.55
11
1.56
0.47
1.09
0.42
6.14
1.6
5.0
2.74
0.75
12
0.44
0.15
0.30
0.45
1.83
0.4
5.0
1.19
0.62
13
0.37
0.15
0.23
0.49
1.71
0.4
5.0
1.17
0.61
14
0.63
0.26
0.37
0.51
3.15
1.6
5.0
2.33
0.58
15
0.63
0.22
0.41
0.46
2.83
1.6
5.0
2.27
0.56
16
17
0.48
2.08
0.21
0.78
0.27
1.30
0.46
0.48
2.74
952
4.3
2.4
5.0
5.0
3.25
358
0.46
0.82
18
19
20
Ali I
Four SNV401 -LON Density -Rev 3- 2110'09 Paee? of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000. NCDENR BMP Manual (2007), Session Law 2006 -246, and Session Law 2008 -211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
reyieiv and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessarN. If the applicant has designated an agent
on the Storinwater Management Permit Application Form. the agent mad initial below. If any item is not met,
then iustification must be attached. Only complete items n through p for projects with curb outlets
Page /Plan
Initials Sheet No.
O'.eej a. For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
b. ± For IIQNV or ORIN projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
c. t For Phase II Post - Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
��� Dftfd. Deed restriction language as required on form SWU -101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
s &l-r e. Built upon area calculations are provided for the overall project and all lots.
f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
g. Side slopes of swales are no steeper than 3:1, or no steeper than S:1 for curb outlet shales.
�ry h. Longitudinal slope of swales is no greater than 5 %: for non -curb outlet projects. calculations
for shear stress and velocity are provided if slope is greater than 5 %.
S lad6r i. At a minimum. swales are designed to carry the 10 year storm velocity at a non - erosive rate.
VIP (,Wx j. S\Nales discharging to ,wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands. non - erosive is velocity < 2 ft/s).
31%P k. Swale detail and permanent vegetation is specified on the plans.
1. Seale detail pro\ ided on plans: includes grass type(s) for permanent vegetative cover.
SW-1 m. S\vales are located in recorded drainage easements.
n.T Length of swale or vegetated area is at least 100 feet for each curb outlet.
0. t+ The system takes into account the run -off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area fin each Swale).
++ _
p. Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar - Pamlico, Catawba River basins, and Randleman Lake mAk- requirr, :►d6dit�o►1�l�buffer .
4f 1 1
Onl} complete these items for projects iiith curb outlets.
Foim SW401 -Lo" Densit\ -Rev 3-210,'09 Pale 3 of' 4 - _ _

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed si-x inches
at any time; and grass will not be mowed too close to the ground or "scalped''.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build -up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates. curb cuts.
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Jack Stocks. President
Address: 211 N. Fifth St. Wilmington. ITC 28401
Phone: [phone] Date: 4 • -d—d
Signature- 6.1%
Note: The legallt• responsible party should not be a homeowners association unless more than 50% of the lots hm:e been sold and a
resident of the subdivision has been named the president
a Ngtary Public for the State of ����sf`ils�l <w Counts of
t=St-0 do hereby certify that 4 , ��%: e�t��d personally appeared before me this
dad of �2j t`• H and acknowledge the due execution of the forgoing swale mauttenance requirements.
Witness my h.atrd -apd offi_�1
Notary signature
,. aa9Z�14� 79 @re �Ae
as �• 1�fy mid
R � 77^^ ma�yy. °
(:oiin SW401 -L.o%% Densit: -Rev 3- 210.109
M\ commission expues
i
Pau 4 of 4