SW6080802_CURRENT PERMIT_20080910

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2
YYYYMMDD
d

F \N A T-
Q Michael F. Easley, Governor
Off' pG
William G. Ross Jr., Sccrctnry
r North Carolina Department of Environment and Natural Resources
Coleen K Sullins, Director
Division of Water Quality
September 10, 2008
Kirby Holding Group, LLC
Attn: Matthew Kirby, Member
285 SE Broad Street
Southern Pines, NC 28387
Subject: Stormwater Management Permit SW6080802
Folcroft Woods and Plains
High Density Project
Moore County
Dear Mr. Kirby
The Fayetteville Regional Office of the Division of Water Quality received a complete
Stormwater Management Permit Application for Folcroft Woods and Plains on August 6, 2008. Staff
review of the plans and specifications along with additional information received on August 27, 2008
and September 10, 2008 has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H .1000. Therefore, we are forwarding herewith Stormwater
Management Permit SW6080802 dated September 10, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 9, 2018 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 adjudicatory hearing upon written request within thirty (30) calendar 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
Mike Lawyer or myself at [phone].
Sincerely,
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
BSH: ML/ml
cc: Frank Wanko-1-lobbs, Upchurch & Associates, PA
PO Box 1737, Southern Pines, NC 28388
Village of Whispering Pines Planning & Zoning
FRO -Surface Water Protection
Water Quality Central Files oer
No;thCarolina
� aluraUy
North Carolina Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 28301 Phone [phone] Customer Service
Internet www.nca-ulennntlilv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer —50%Recyclecl Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Matthew Kirby -Kirby Holding Group, LLC
Fo,vcro/t 1,Voods and Plains
Moore County
FOR THE
construction, operation and maintenance of a bio-retention area in compliance with the provisions of
15A NCAC 214 .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 September 9, 2018 and shall be subject to
the following specified conditions and limitations:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The stormwater controls have been designed to handle the
runoff from a drainage area of 181,348 square feet with 64,353 square feet or 35.48% of
impervious surfaces. The remainder of the project site, which consists of 771,309 square feet
with 165,705 square feet or 21.48% of impervious surfaces, shall be designed and graded such
that sheet flow is achieved. The total project built -upon area shall be maintained at 24.14%.
3. The tract will be limited to the amount of built -upon area indicated in Section I.6 of this permit,
and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
6. The following design criteria have been provided in the bio-retention area and must be
maintained at design condition:

a. Drainage Area, ft:
181,348 ft
b. Total Impervious Surfaces, ft:
64,353 ft
C. TSS removal efficiency:
85%
d. Bioretention Depth, inches:
12"
e. Temporary Ponded Depth Elevation, FMSL:
366'
Bioretention Bottom Elevation, FMSL:
362'
f. Bioretention Surface Area, f 2.
5,507.10 ft
g. permitted Storage Volume, ft3:
5,507.10 ft3
h. Receiving Stream/River Basin:
Little River/Cape Fear
i. Stream Index Number:
18-23-(1)
j. Classification of Water Body:
"WS-111;HQW"
H. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation ol'slopcs and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f Debris removal and unclogging of outlet structure, flow spreader, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized
personnel of DWQ. The records will indicate the date, activity, name of person performing the
work and what actions were taken.
The facilities shall be constructed as shown on the approved plans. This permit shall become
voidable unless the facilities are constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior
to operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted
on the Certification. A modification may be required for those deviations.

If the stormwater system was used as an Erosion Control device, it must be restored to design
conditions prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
Access to the stormwater facilities shall be maintained via appropriate easements at all times.
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:
I
. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The project
area is defined as all property owned by the permittee, for which Erosion and
Sedimentation 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.
10. The permittee shall submit final site layout and grading plans for any permitted future areas
shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for
a mininunm of ten years from the date of the completion of construction.
12. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and certification in writing to
the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until September 9, 2018. Application for
permit renewal shall be submitted 180 calendar days prior to the expiration date of this
permit and must be accompanied by the processing fee.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the event of
a change of ownership, or a name change, the permittee must submit a formal permit transfer
request to the -Division of Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal) havingjurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business hours
for the purpose of inspecting all components of the permitted stormwater management facility.

6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
The.permittee shall notify the Division any name, ownership or mailing address changes within
thirty (30) calendar days.
Permit issued this the tenth day of September 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
QQ� Coleen 1-1. Sullins irector
�1 Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Management Permit SW6080802

Foxcroft Woods and Plains
Pagel of 2
Stormwater Management Permit SW6080802
Moore County
Designer's Certification
1, , 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 specification:
SEAL
Signature
Registration Number
Date

11, . ,r 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.
IL . 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, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDLNR-DWQ Regional Office

mECEIVED
High Density Residential Subdivisions SEP 10 2W8
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed: esir ctions2and-Off10E
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, ('IcdAe, 4, k. r , 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 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 7 Z 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
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 drain 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 required to provide these additional measures.
Signature: J^ � ��_� Date: ° -(1-U ti
a Notary Public in the
State of C A County of (,,? a, x
do hereby certify that personally appeared
before me this the day of 20_" , and acknowledge
the due execution of the foregoing instrument. Witness my hand and offic,!ma,,,,
{7401;zrj
L �
Signature /,� My Commission exp
ires &Qeuz !9 dV!!D �
Form DRPC-3 Rev. I Page I of 1 �`�A�.....

ILI

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
May 27, 2008
LETTER OF APPROVAL WITH MODIFICATIONS
Kirby Holding Group, LLC
Attn: Matthew S. Kirby
P.O. Box 1195
Southem Pines, NC 28388-
RE: Project Name: Foxcroft Acres Approved: 21
Project ID: Moore-2008-030
County: Moore Whispering Pines New Day Way
River Basin: Cape Fear Stream Classification: HQW
Submitted By: Hobbs, Upchurch & Associates
Date Received by LQS: 5/14/2008
Plan Type: Revised
Dear Mr. Kirby:
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this letter of Approval With
Modifications. The Modifications Required for Approval are listed on the attached page. This
plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
Please be advised that Title 15A NCAC 4B .01 18(a) requires that a copy of the approved
erosion control plan be on file at the job site. Also, you should consider this letter to give the
Notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance
with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statute 113A-51 through 66), this office may require revisions to the plan and
implementation of the revisions to insure compliance with the Act.
Fayetteville Regional Office
225 Green Street— Suite 714, Fayetteville, North Carolina 28301 • Phone: [phone] / FAX: [phone]

Letter of Approval with Modifications
Kirby Holding Group, LLC
May 27, 2008
Page 2 of 4
The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include agencies such as the Division of Water Quality's stonnwater regulations, their enforcement
requirements within Section 401 of the Clean Water Act, the Environmental Protection Agency and/or
the U.S. Anny Corps of Engineers' jurisdiction of Section 404 of the Clean Water Act, the Division of
Solid Waste Management's landfill regulations, local County or Municipalities' ordinances, or others
that may be required. This approval cannot supersede any other permit or approval; however, in the
case of a Cease and Desist Order from the Corps of Engineers, that Order would only apply to wetland
areas. All upland areas would still have to be in compliance with the N.C. Sedimentation Pollution
Control Act.
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Quality, the
Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control
measures that fall within jurisdictional wetland areas must be approved by the aforementioned agencies
prior to installation. The Land Quality Section must be notified of a relocation of the measures in
question to the transition point between the wetlands and the uplands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any requirements of either
DWQ, the Corps, or the EPA, it is the responsibility of the developer to inform the Land Quality Section
regional office so that an adequate contingency plan can be made to assure sufficient erosion control
remains on site. Failure to do so will be considered a violation of this approval.
Please be aware that your project will be covered by the enclosed NPDES General
Stormwater Permit NCGO1000 (Construction Activities). You should first become familiar with
all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project. Please
notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Jodi Pace, EI
Land Quality Section

Letter ofApproval with Modifications
Kirby Holding Group, LLC
May 27, 2008
Page 3 of 4
Enclosures: Certificate of Approval
Modifications Required for Approval
NPDES Permit
Cc: Hobbs, Upchurch & Associates
Tim Combs, Building Inspector
Belinda Henson, Division of Water Quality
Land Quality Section - Fayetteville Regional Office File

Letter of Approval with Modifications
Kirby Holding Group, LLC
May 27, 2008
Page 4 of 4
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: Foxcroft
Project ID: Moore-2008-030
County: Moore
The silt fence needs to turn the comer and run up hill a few feet on the east side of lots 2,
3,4,&5.
k

Eo�oF WATcR19
w a -i
Michocl P. Easley, Governor
William G. Ross Jt., Secretary
North Carolina Dep;uvnent of Environment and Natural Resources
Cnleen H. Sullins'., Diteetot
Division of Writer Quality
May 28, 2008
Kirby Holding Group, LLC
Attn: Matthew S. Kirby
P.O. Box 1195
Southern Pines, NC 28388
SUBJECT: NPDES General Stormwater Permit No. NCG010000
Project ID: Moore-2008-030
Foxcroft
Moore County
Dear Ivor. Kirby:
Recently you were sent a letter from the Division of Land Resources (DLR) regarding approval
of vour Sedimentation and Erosion Control Plan for the subject development project. Accompanying the
DLR letter was a National Pollutant Discharge Elimination System (NPDES) General Stormwater
Permit No. NCG010000. That permit authorizes you to discharge stormwater to the surface waters of
North Carolina. Those point source discharges are associated with activities such as clearing, grading;
and other land disturbing and construction activities.
The purpose of this letter is to draw your attention to and to stress the importance of that NPDES
General Stormwater Permit. The requirements contained in the stormwater permit coupled with the
requirements called for by the Division of Land Resources are vitally important to the protection of the
waters of the State. If you have not already done so, you are urged to immediately read and adhere to
the stormwater permit requirements contained there in. Of particular importance are Parts 1 and 11 of the
permit.
Parts I and 11 set forth the minimum visual monitoring and reporting requirements for your
stormwater discharge. In particular, Part 1, Section B describes the visual monitoring frequencies and
locations, the requirement to maintain a rain gauge onsite, and the need to maintain a written record of
all inspections. Upon commencement of your land disturbing activity, you must initiate the visual
monitoring and record keeping requirements as called for in the permit. The visual monitoring data
results, along with all other permit required records must be maintained on -site and made available to
Division of Water Quality representatives upon request and/or during upcoming inspections. The
remaining parts of the Permit set forth definitions, general conditions and special conditions applicable
to stormwater discharge(s). The conditions include special reporting requirements in the event of
noncompliance, bypasses, treatment unit/process failures, etc.
Noo7nhCarolina
vlltut-ally
North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: h2o.enr.state .nc.us 17AX [phone] 1-877-623-6749
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

Matthew S. Kirby
Page 2
May 28, 2008
This letter is also meant to advise you that should you fail to comply with the terms and
conditions of the permit you could be subject to enforcement as called for in Section 143-215.6 of the
North Carolina General Statutes. A civil penalty (fine) of up to 525,000 per violation per day may be
assessed for such violations. We ask that if you find at any time that you are unable to comply with the
terns and conditions of the Permit, that you contact this Office immediately.
As mentioned previously, the purpose of this letter is to advise you of the importance of the
NPDES General Stormwater Permit and by this notification prevent unnecessary impacts to the waters
of the State. Again, if you have not already done so, please read the permit and contact Mr. Michael
Lawyer or Mr. Chad Turlington of this Office at [phone] if you have any questions or need
clarification.
Sincerely,
71e erg,, i�:2P'�tti'
Belinda Henson
Regional Supervisor
Surface Water Protection Section
BH/ram,
Moore County Stormwater Files
DWQ Central Files

«-
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
State of North Carolina DENR-FHU
Department of Environment and Natural Resources AU7 U
Division of Water Quality h
STORMWATER MANAGEMENT PERMIT APPLICATION FORM DWQ
Thisform may be photocopied for use as an original
I. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Kirby Holding Group LI C
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Matthew Kirby, Member
3. Mailing Address for person listed in item 2 above:
City:Southrn Pines State:NC Zip:28387
Phone: (910 ) 692-2731 Fax: (910 ) 692-1760
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ulilitiy Improvements to Serve Foxcroft Woods and Plains
5. Location of Project (street address):
City:Whispering Pines County:
6. Directions to project (from nearest major intersection):
7. Latitude:36-15-29N Long itudo: 79-24-16W of project
8. Contact person who can answer questions about the project:
Name:Prank Wanko Flobbs Upchurch & Assoc Telephone Number: (910 ) 692-5616
Einail:[e-mail]
ll. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 8.07 Page 1 of

If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density []Redevelop ❑General Permit ❑Universal SMP []Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑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 will be conveyed by a stormdrainage sytem and outlet into a swale and then into a bioretention cell
with underdrains for outleting of the treated stormwater.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Site Area: N/A acres 4. Total Wetlands Area: N/A acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**:21.87 acres 7. Project Built Upon Area:19.10 %
8. How many drainage areas does the project have?1
9. 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
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Spring Valley Lake
Stream Class & Index No.
WS-III,B 18-23-6
Drainage Area (so
181348
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
63353
% Impervious* Area (total)
34.93
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings (so
35000
On -site Streets (so
24353
On -site Parking (so
4000
On -site Sidewalks (so
Other on -site (so
Off -site (sf)
Total (so:
63353
linperoious area is defined as the built upon area including, but not (united to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-I01 Version 8.07 Page 2 of

10. How was the off -site impervious area listed above derived?There are no off -site impervious areas draining_
to the on -site drainage areas (all woodlands and natural conditions)
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If 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.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration ' french
Form SW401-13ioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of

'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 Office. (Appropriate office may be found by locating project on the
interactive online map at littt)://h2o.enr.state.iic.us/su/msi maps lion)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer 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
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Frank Wanko - Hobbs Upchurch and Assoc P.A.
Mailing Address:PO Box 1737
City:Southern Pines State:NC Zip:28388
Phone: (910 ) 692-5616 Fax: (910 ) 692-7342
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Matthew Kirbti
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 15A
NCAC 21-1.1000.
n
Signature: Date:
(�'tl -0q
Form SWU-101 Version 8.07 Page 4 of 4

Stormwater Management Narrative
Foxcroft Woods and Plains
Erosion Control to Serve Foxcroft Woods and Plains
Moore County, NC
General Information August 4, 2008
1. Name of Project:
2. Erosion Control to Serve Foxcroft Voods and Plains
3. Street Address, City, County:
Michael Rd SR 1840, lP/hipering Pines. Aloore County
4. Geographic Coordinates: 35.1529N 79.24/6GW
5. Acres in Tract: 21.87 acres
6. Acres Being Disturbed: 3.0 acres
7. Acres in Wetlands: 0 acres
(Wetlands must be delineated & Sign -Off obtained from USACOE)
(Proposed Wetland Impacts Require Permits from Corps & DWQ)
8. Ownership Information From NC Secretary of State Web Site:
Kir/y Floleing Group, LI C
9. Description of Development Proposal:
The purpose of ibis project is to develop the 21.87 Acres into a 35 lot subdivision located in IVhirperingo
Pines,, Aloore County, North Carolina. This property it located in a WS-,Ill water quality area.
10. Description of Adjacent Land Uses:
Residential.
11. Description of Existing Site & Topography:
Rolling, with the terrain generally sloping from the higb point at the northwest corner to a low point in the
soulbeasi corner.
12. Previous or Existing Permits:
NIA
13. Tax parcel ID Number:
NIA
14. Pre-1988 Built Upon Area, If Applicable:
rA'/A
15. Discuss Phasing of the Project & Stormwater Facilities:
Project s proposed to he w stnrcled in a .single phase
16. Discuss Proposed Waste Water Treatment & Water Supply:
Wastewater Treatment is to done with indirddual septic .rystems per lot arrd I haler Supply shall he
prorided by existing nearby mains.
17. Identify Historic Sites & Projects Being Funded With Public Monies:
Noire
Is. Disclose Any/All Non -Compliance Issues with DENR Agencies:
None
Stormwater Narrative Page 1 of 2

Stormwater Information
1. River Basin: Cape Fear
2. Stream Classification:
i. Name: Spring Valley Loke Index No.: 1S-23-6 Class: VS-111,B Dist. from Site: 500
ft.
ii. Name: Index No.: Class: Dist. from Site: ft.
iii. Name: Index No.: Class: Dist. from Site: ft.
3. Identify Whether the Stormwater Design is High Density or Low Density, Commercial
or Residential, State Stormwater or NPDES Phase II, Address Vested Rights When
Applicable; Identify Pockets of High Density:
1-ligh Density, Residential, State Stormwater
4. Proposed Total % Impervious Surface:
19.10%
5. Number of Proposed Treatment Measures, Type(s) of Collection System:
I ligb Density, Single Bioretention Cell.
G. Will All Built Upon Area Be Collected:
YES
7. Identify Whether or Not the Project Has Buffer Requirements & Whether or Not
Development Is Proposed Within A Buffer:
NIA
8. Discuss Coastal Management AEC's When Applicable:
NIA
9. Discuss Off -Site Runoff:
011-site runol)7hrough the propoeed ystem will be minimitied
10. Discuss Whether Road Construction Across Other property Is Necessary To Access
This Project:
Access to the property will be via adjacent paved roads.
11. If An On -Site Evaluation Of The Soils Has Been Done, Discuss Infiltration Rates,
Seasonal High Water Table, etc., and Include Date Of Site Evaluation (This Is
Required For Infiltration Projects):
On -Site Evaluation has been completed and report is enclosed
Additional Comments
Stormwater Narrative Page 2 of 2

a�+
;}a,'i ,� �4.
Permit Numider_'5Z/60 PMZ
(to be provided by DWQ)
OC CIF V'A7F;q
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact name
Phone number
Date
Drainage area number
Frank
to Serve Foxcroft Woods and Plains
11"DESIGN1NIFORMATION"? *.'
Site Characteristics
Drainage area 181.348.00 ni✓ �y 3S3j �
Impervious area 3,353.00 w/ / l " �,
Percent impervious 4.9% --l%----- „ --f
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth
2.50 in
1-yr, 24-hr intensity
5.43 in/hr
Pre -development 1-yr, 24-hr peak flow
6.78 ft'/sec
Post -development 1-yr, 24-hr peak Flow
11.52 ft'/sec
Pre/Post 1-yr, 24-hr peak control
4.74 ft'/sec
Storage Volume: Non -SR Waters
Design volume
5,507.10 ft'
Storage Volume: SR Waters
Pre -development 1-yr, 24-hr runoff
It
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0.00 ft,
Volume provided
ft3
Cell Dimensions
Ponding depth of water
12.00 inches OK
Ponding depth of water
1.00 ft
Surface area of the top of the bioretention cell
5507.10 ftZ OK
Length:
200.00 ft OK
Width:
28.00 ft OK
-or- Radius
ft
Soils Report Summary
Drawdown time, ponded volume
12.00 hr
OK
Drawdown time, to 24 inches below surface
36.00 hr
OK
Drawdown time, total:
48.00 hr
In -situ soil:
u Ah Ss t
Soil permeability
Planting media soil:
Soil permeability
1.00 in/hr
OK
Soil composition
% Sand (by weight)
85%
OK
% Fines (by weight)
10%
OK
% Organic (by weight)
5%
OK
Total: 100%
Form SW401-Biorelention-Rev.3
Parts I and II. Design Summary, Page 1 of 2

t,
Phosphorus Index (P-Index)
(unitless)
Basin Elevations
Temporary pool elevation
366.00 fmsl
Planting elevation (top of the mulch)
365.00 fmsl
Bottom of the cell
OK
362.00 fmsl
Planting depth
3.00 ft
Depth of mulch
4.00 inches OK
SHWT elevation
358.00 fmsl OK
Are underdrains being installed?
Y (Y or N)
Permit Numberst-/60? a
(to be provided by DWQ)
How many clean out pipes are being installed?
10
OK
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
4.00
OK
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
1 ft
Bottom of the cell required
361.00 fmsl
Distance from bottom to SHWT
3.00 it
OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Y
(Y or N)
OK
Is this a cell with trees/shrubs?
N
(Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Y
(Y or N)
OK
Does volume in excess of the design volume Flow evenly distributed
through a vegetated filter?
Y
(Y or N)
OK
What is the length of the vegetated filter?
40*100
Does the design use a level spreader to evenly distribute Flow?
N
(Y or N)
Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Y
(Y or N)
OK
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Y (YorN) OK _v .,off
Y (Y or N) OK ��/ P+"z00
www���'�
Y Y __i_(_1� 4_'vl
1.30 ft/sec Insuffcient inlet velocity unless energy dissipating device— s a_ re
N (YorN) OK
N (Y or N) OK
Y (Y or N) OK
X
OK
Form SW401-Biorelention-Rev.3 Parts 1 and II. Design Summary, Page 2 of 2

`E;
0.30
MEN
952
26
6.78
11.52
5507.09
1.00
5507.(

Permit Number:5�(JQ gM-2-
(to be pro v' ed by DWQ)
Drainage Area Number:
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMW. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
The entire BMP
The perimeter of the
bioretention cell
Potential problems:
Trash/debris is present.
Areas of bare soil and/or
erosive gullies have formed.
How I will remediate theproblem:
Remove the trash/debris.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
stone verge or swale
The pipe is clogged (if
a licable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
otherwise damaged (if
Replace the pipe.
a licable).
Erosion is occurring in the
swale (if applicable).
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
covered in sediment (if
a licable).
Remove sediment and clogged
stone and replace with clean stone.
Form SW401-Bioretention O&M-Rev.3
Page 1 of 4

BMP element:
Potentialproblems;
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
]lies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
vegetation
Best professional practices
show that pruning is needed
Prune according to best professional
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/wires are present
Remove tree stake/wires (which
The bioretention cell:
soils and mulch
six months after planting.
Mulch is breaking down or
has floated away.
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
clogged with sediment.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
pH has dropped or heavy
Dolomitic lime shall be applied as
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new lantin media.
Form SW401-Bioretention O&M-Rev.3
Page 2 of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
(if applicable)
Clogging has occurred.
Wash out the underdrain system.
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Bioretention O&M-Rev.3
Page 3 of 4

J 7.
Permit Number: 614es>m ?-
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Utilitiv Improvements to Serve Foxcroft Woods and Plains
BMP drainage area number:I
Print name:Matthew Kirby
Address:285 SE Broad St.; Southern Pines NC 28387
Phone:[phone]
J� Signature:
Date: '-11-(%
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
�. County of �i an.K. do hereby certify that
e���i t personally appeared before me this
-41440'-
day of �eD� , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
�®
A080b
SEAL
My commission expires—AT'd��
Form SW401-Bioretention I&M-Rev. 2
Page 4 of 4

Permit No;�r( UG
(to be assigned by D WQ)
III RREQUIRED;ITEMS,CHECKLIST,:.vf `, q%% ? .� a 01W15r�" CEO
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 review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
�Initials Sheet No.
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Clean out pipe locations,
- Overflow device, and
Q} - Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the bioretention cell showing:
- Cell dimensions
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Clean out pipe locations,
- Overflow device, and
- Boundaries of drainage easement.
-f 3. Section view of the bioretention cell IV = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Underdrain system (if applicable), and
- Bioretention cell layers [ground level and slope, pre-treatment, pending depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure)
F 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (iri Results of soils tests of both the planting soil and the in
situ soil must include:
- Soil permeability,
- Soil composition (% sand, % fines, % organic), and
ltrets)bP-index.
5. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing.
- A variety of suitable species,
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
6. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
_�►+P'1ki En c�e �.1 7. The supporting calculations (Including underdrain calculations, if applicable).
ifT1C�gs a� 6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Bioretention-Rev.3 Pan III, Page 1 of 1

Utilitiy Improvements to Serve
Foxcroft Woods and Plains
MOORE COUNTY, NORTH CAROLINA
SOILS REPORT
PREPARED BY:
GRAHAM AND CURRY
P.O. BOX 1089
WEST END, NC 27376
DULY, 2008

�•__��._,� r:1A aiu OIJ Z141 GRAHAM & CURRIE a002
i
Job TEST BORNG FIELD REPORT
Name N 2 �/ ��.:. 3 P cr PT. s
% Job No.
field-5 ron ig Used rR slp�oving onng
Ground Surface
Date_ %Z / Z Weather_ cgG & Elevation
Water level o 1 at TOB
Water Level at
Water level — �v� at 24 Hours
Water Losses —'—
Casing, Size Length
Hammer Type
Note: (Record Methods of Drilling & Depths)
c:�"s m Wl u,e.vn,..,,,,<M:u'm.nwmw boye«

Ui/lo/Ud UU:JI NA.191U 673 2747
, ,
Job p
CRAHAH & CURRIE
10003
TEST BORfNG'FIELD REPORT
neta oupervrsor rvpl Jpyl -7nnirurerew 7, Rig Used DSO Hrs. Moving .3.5 Boring #_,L_7-
--��// // Ground Surface
Date_iZ- Weather tiorgd Elevation �15
IF,
�
5V
©
moo
Water Level 9 at TOB
Water Level _C7_ at a —
Water Level _ at 24 Hours
Water Losses
Casing, Size Length
Hammer Type
Note: (Record Methods of Drilling & Depths)