SW6070601_CURRENT PERMIT_20070810

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO..SW
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�0
YYYYM M DD

W ATFRO Michael F. Easley, Governor
�0 William G. Ross al Secretary
ources
r North Carolina Department Of Environment and Natural Resources
y
Coleen 11. Sullins, Director
Division of Water Quality
August 10, 2007
A & D Properties
Attn: Leon Anderson, President
6212 Rawls Church Road
Fuquay-Varina, NC 27526
SUBJECT: Stormwater Management Permit SW6070601
Forest Trails Phase Ill
High Density Subdivision Project
Harnett County
Dear Mr. Anderson:
The Fayetteville Regional Office received a Stormwater Management Permit Application for the
Forest Trails Phase 111 project on June 8, 2007. Staff review of the plans and specifications along with
additional information received July 19, 2007 and July 27, 2007 has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H .1000.
Accordingly, we are forwarding herewith Stormwater Management Permit SW6070601, dated August
10, 2007, for the construction, operation and maintenance of stormwatei treatment facilities associated
with the subject project.
This permit shall be effective from the date of issuance until August 9, 2017, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an 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 1-learings, 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
BSA: ML/ml
cc: Keith Roberts, PE -Development Consulting Services; Inc.
Harnett County Planning & Inspections
FRO -Surface Water Protection
Water Quality CCDtral Files
North Carolina Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 29301 Phone [phone]
Internet: ow W.ncvAun'Juallrv.or'- Fax [phone]
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1-877-623-6748

STATE OF NORTH CAROL INA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORNIWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELONNIENT
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
Leon Annclerson-A & D Properties
Forest Trails Phase III
Harnett County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the approved
stonnwater management plans and specifications and other supporting data as attached and on file with
and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 9, 2017 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. The stormwater systems have been approved for the management of stonnwater runoff as
described in Section 1.5 of this permit. The project is permitted for 23 lots, each allowed 5000
square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required casements, in accordance with the approved plans.
5. The following design elements have been permitted for the wet detention pond stormwater
facilities, and must be provided in the system at all times.
Basin One:
a. Drainage Area, acres: 7
Onsite, ft�: 7
Offsite, ft2: N/A

b.
"Dotal Impervious Surfaces, (12
70,741
Lots at 5000 ft2:
51,196
Roads/Parking, fl1:
19,545
Other, ft2:
N/A
Offsite, ft2:
N/A
C.
Pond Depth, feet:
3
d.
TSS removal efficiency:
90%
e.
Design Storm:
1"
f
Permanent Pool Elevation, FMSL:
334
g.
Permitted Surface Area @PP, ft2:
17,300
h.
Permitted Storage Volume, ft3:
18,154
i.
Storage Elevation, FMSL:
335
j.
Controlling Orifice:
2"0 pipe
k.
Permanent Pool Volume, fe :
48,000
1.
Forebay Volume, ft3:
9,600
M.
Maximum Fountain Horsepower:
1/6
n.
Receiving Stream / River Basin:
Unnamed Tributary to Hector Creek / Cape Fear
o.
Stream Index Number:
18-15-(0.7)
p.
Classification of Water Body:
"WS-1V;HQW"
Basin
Two:
a.
Drainage Area, acres:
2
Onsite, f12:
2
Offsite, ft2:
N/A
b.
Total Impervious Surfaces, ft2:
20,212
Lots at 5000 ft2:
7,958 .
Roads/Parking, W:
12,254
Other, ft2:
N/A
Offsite, fe:
N/A
C.
Pond Depth, feet:
3
d.
TSS removal efficiency:
90%
e.
Design Stornn:
F
f.
Permanent Pool Elevation, FMSL:
294
g.
Permitted Surface Area @PP, ft2:
4,357
h.
Permitted Storage Volume, ft3:
4,788
i.
Storage Elevation, FMSL:
295

j. Controlling Orifice:
k. Permanent Pool Volume, f'
1. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
Receiving Stream / River Basin
Stream Index Number:
p. Classification of Water Body:
11. SCHEDULE OF COMPLIANCE
1"0 pipe
12,750
3,500
N/A (see Section 11.14d)
Unnamed Tributary to Hector Creek / Cape Fear
18-15-(0.7)
"WS-1V;HQW"
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division of Water Quality.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, 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.
3. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
4. The 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:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the 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.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6- 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 pernittee shall provide copies of revised plans and certification in writing to
the Director that the changes have been made.
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.

During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
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 all 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.
10. If the stormwater system was used as an erosion control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must. be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit SW6070601, as issued by the Division of Water Quality
under NCAC 211 .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.
C. 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 5000 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.
g. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or street.
Lots that will naturally drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
13. A copy of the recorded deed restrictions must be submitted to the Division within30 calendar
days of the date of recording the plat and prior to selling lots. The recorded copy must contain all
of the statements above, the signature of the Permittee, the deed book number and page and the
stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent. pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used
only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in Basin One is 1/6 HP. Basin Two
may not have a fountain as the minimum pond volume must be 30,000 cubic feet for the
inclusion of a fountain.

e � ,
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility III List be in compliance with Al permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
16. The permittee shall at all times provide the operation and maintenance necessary to assure that
all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
17. 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.
18. 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.
19. 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.
Ill. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the
Director. ]it the event there is either a desire for the facilities to change ownership, or there is a
name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions, Designer's
Certification and it signed Operation and Maintenance plan. The project must be in good
standing with DWQ. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this permit
until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to '143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal), which have jurisdiction.
5. In the event. that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.

6. The permit maybe 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
Pennittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during nonnal business hours.
S. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 calendar days.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for
a minimum of ten years from the date of the completion of construction.
Permit issued this the tenth day of August 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit SN'6070601

Forest Trails Phase HI Page. 1 of 2
Stormwater Management Permit Sti16070601
Harnett County
Designer's Certification
I, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans and
specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
SEA L
Signature
Registration Number
Date

Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permilted 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 struchn e elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3_1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. 'file permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the
vegetated flier.
15. 'file required dimensions of the system are provided, per the approved plan.
cc* NCDENR-DWQ Regional Office

OFFICE USE ONLY
Date Received - Fee Paid Permit Number
.-C i Zm
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIOIUFO f IRO
This form may be photocopied for use as an original ®'N
3ut4 0 % 2007
I. GENERAL INFORMATION Q` - A
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): tl
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Leon Anderson, President
3. Mailing Address for person listed in Item 2 above:
6212 Rawls Chruch Road
City: Fuguay—Varina State: NC Zip:27526
Telephone Number: ( 919 ) 552-4158
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Forest Trails Subdivision Phase III
5. Location of Project (street address):
State Road 1412 (Christian Light Road) No address assigned to tract
r,,....«.. Harnett
6. 'Directions to project (from nearest major intersection):
x*Fron intersection of US 401, 421, & 210 in Lillington, go North on US 401
take a left on SR 142Y Baptist Grove Road in Chalybeate Springs, go unti-
�A ery Spence Rd) project iLsoW.d4 ' North. of project
7. Lati c�e:
8. Contact person who can answer questions about the project:
M.... Lester Stancil, P.L.S. Telephone Number. ( 919 ) 639-2133
IL PERMIT INFORMATION:
1. Specify whether project is (check one): R New Renewal Modification
Farm SWU-101 Version 3.99 Page 1 of 4
** Said intersection on the right side of SR 1412 (Christian Light Road)
you

D
Ay.3
I I�

2. If this application is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number None and its issue date (if known)
3. Specify the type of project (check one):
_&—Low Density X._High Density _Redevelop _General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control 404/401 Permit _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 pass through all approved stormwater devices into undisturbed
natural channels. These channels shall flow through the 30' veeitativebuffer
into Horse Pen Branch
2. stormwater runoff from•trds pro project drains to the Cape Fear River basin.
�I5•a3 ) �
3. Total Project Area: 357 // acres' 4. Project Built Upon Area:----
%
23.2
5. How many drainage arearcject have7'lk--i -
k acce,;4,i
'Aa, s
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
�Dr&itiage.Area}1\ .
Drainage Area 2
Receiving Stream Name
%
BrAnrh
Receiving Stream Class
/WS-FV-HQW 1
Drainage Area
20.187 Acres
Existing Impervious' Area
None
Proposed Impervious'Area
1 105,414.3 Sq. Ft.�
%Impervious' Area (total)
11.99
Jrnpervious"Surface Area
'-Drainage Area 1
Drainage Area 2
On -site Buildings
69,370.3 Sq Ft.
On -site Streets
36,044.0 Sq. Ft.
On -site Parking
None
On -site Sidewalks
None
Other on -site
None
Off -site
None
Total: 105, 414. 3 Sq. Ft.
Total:
' Impervious area Is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7
How was the off -site impervious area listed above derived?
N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not Include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4.. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed In a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) 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 SWU-IO2
Wet Detention Basin Supplement
Form SWU-I03
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials D
Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management Ar-
Two copies of plans and specifications, 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 ainage (including off -site), drainage easements, pipe sizes, runoff calculations *Will send
Drama—fareasdelineated* constructions plans
Vegetated buffers (where required) when completed.
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): Lester Stancil & Associates
Mailing Address:,
City: Angier
Phone: ( 919
0. Box 730
State: NC Zip: 27501
639-2133 Fax: ( 919 ) 639-2602
VIII. APPLICANT'S CERTIFICATION
1.(print ortype name ofpersonlisted inGeneral Information, item 2). Leon Anderson
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 coypnants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000(/
Date: % — 02 S ­105) S
Form SWU-101 Version 3.99 Page 4 of 4

OFFICE USE ONLY
11 Date Received
Fee Paid
Permit Number
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 an original
L. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Leon Anderson, President
3. Mailing Address for person listed in item 2 above:
6212 Rawls Chruch Road .
City: Fuguay—Variva State: NC Zip:275216
Telephone Number: ( 919 ) 552-4158
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Forest Trails Subdivision Phase III
5. Location of Project (street address):
State Road 1412 (Christian Light Road) No address assigned to tract
City: _ County: Harnett
6. 'Directions to project (from nearest major intersection):
4"From intersection of US.401, 421, &.210 in Lillington, go North on US 401.
take a left or, aptist rove oa i41�s halybeate prings, go until you
1412 (Ghriseian Jni8heOeurn r#
�A ery Spence Rd) project i t VU4e7' North. a of project
7. Lad Ze: 8�� �r�§1 1$.3
g. Contact person who can answer questions about the project: .
Name: Lester Stancil, P.L.S. Telephone Number. ( 919 ) 639-2133
11. PERMIT INFORMATION:
1. Specify whether project is (check one): R New Renewal Modification
Form SWU-101 Version 3.99 Page I of 4
** Said intersection on the right side of SR 1412 (Christian Light Road)

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number None and Its issue date (if known)
3. Specify the type of project (check one):
_Low Density X High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit L 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 pass through all a22roved stormwater devices into undisturbed
natural channels. These channels shall flow through the 30' ve itativebuffer
into Horse Pen Branch
2. Stormwater runoff from this project drains to the Capp Fear River basin.
3. Total Project Area:_ I 0 Z—acres 4. Project Built Upon Area:_ 23. 2 %
5. How many drainage areas does the project have?_ Z
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Receiving Stream Class
WS— FV—HQW
OR -
W 5
Drainage Area :
.7
None
�
2
Existing Impervious* Area
lVOn1C
Proposed Impervious`Area
70 7 4 S�
20 Z I Z
%Impervious' Area (total)
Z3.2
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
5� I'9p sf
% S�
On
-site Streets
9 r None S�
e
jZ Z 5
On -site Parking
On -site Sidewalks
o
Other on -site
None
DBE
Off -site
None
10
None
uM
Total:
Total:
uyun area mcmamg, out not Limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. 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.
I. The fallowing covenants are Intended to ensure ongoing compliance with state stormwatermanagement permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z No more than O b 0 square feet of any lot shall be covered by structures or ire
pervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material d not Include wood
decking or the water surface of swimming pools.
3. Swalesshall not be tilled In, piped, or altered except as necessary to provide driveway crossings,
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modillcatlon prior to
construction.
5. All Permitted runoff from outparcels or future development shall be directed into the permitted storrnwater control
system. These connections to the stormwater control system shall beperformed Ina manner that maintains the Integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot he 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101. Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
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 Initials 1 QA
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management Ail--
• Two copies of plans and specifications, 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
- Existing5k ainage (including off -site), drainage easements, pipe sizes, runoff calculations *Wi11 send
-Drainageareasdelineated* constructions plans
-Vegetatedbuffers(whererequlred) when coinpleted.
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 orfim): Lester Stancil & Associa
Mailing Address: P • 0. Box 730
City: Angier, State: NC Zip: 27501
Phone: ( 919 ) 639-2133 Fax: ( 919 ) 639-2602
VIII. APPLICANT'S CERTIFICATION
I.(print ortype name ofpersonlisted inGeneral Information, item 2). Leon Anderson
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 nants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1007
n
ti- a 5-0 S
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. 5 4Ji�e 7606
(to be provided br DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for nse as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: FOREST iRNO PNl15C 3
Contact Person: LEITH RdriL-12TS Phone Number. (qlq ) 3Zq-OU5l
For projects with multiple basins, specify which basin this worksheet applies to: 1-1,i6
elevations
Basin Bottom Elevation 2 q I ft. (floor of the basin)
Permanent Pool Elevation Zq 4 ft. (elevatio)i ofthe orifice)
Temporary Pool Elevation 295 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 43 57 sq. ft. (water sinface area at the orifice elevation)
Drainage Area Z ac. (on -site and off -site drainage to the basin)
Impervious Area 4� ac. (on -.rite and of drainage to the basin)
valmnes
Permanent Pool Volume 12, -60 cu. ft. (combined volmne of main basin andforebap)
Temporary Pool Volume 4159 cit. ft. (volume detained above the permanent pool)
Forebay Volume 3500 cit. ft. (approximately 20%oftotal volute)
Other parameters
SA/DA I (sza face area to drainage area ratio.from DIVA table)
Diameter of Orifice I in. (2 to S clay temporcoy pool draw -down regmirecI)
Design Rainfall l ill.
Design TSS Removal'- % (minimum 85%required)
�C�6% t'fC' 4e-,,e- cywVnT,,4.
Form SWU-102 Rev 3.99 Page I of 4 t

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90°/K TSS removal. The NCDBNR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
Ym� a.
b.
KM2 C.
d.
N1fi e.
f
9
It
Ibn2 j.
k(W k.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right -
of' way. I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
PthK m. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION BASIN OPERATION AND MAINTENANCE ACREEMEN'r
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does ® does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height ol'six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads
When the permanent pool depth reads
Sediment Rcn oval EI.
-------------
Bottom Etc ation
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation 750X�
Bottom Elevation 25OX,
N1.AIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Palle 3 of 4

Ju1.23 2007 1 40PM
No.0012 P. 4
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: A & D Properties A NC General Partnership
T:.te. Partner
Address: 6212 Rawls Church Road Fuguay—Varina, NC 27526
Date: July 24, 2007
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.
I, /yucy- Ss1myti , a Notary Public for the Stateoftr -fY, rG/011lm
County of (T?/I As kA,_I do hereby certify that I-em
personally appeared before me this AMA day of _/y /l dW , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
NpT.A
SLAL
My commission expires
Form SVVU•102 Rev 3.99 Page 4 of 4

i
Permit No. 51A&5 %?40
(lobe provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECTINFORMATION
Project Name: FOREST %RAILS PHbc 3
Contact Person: & ITH i ,26ERTS Phone Number: (III ) 329-60 51
For projects with multiple basins, specify which basin this worksheet applies to: O Nl
elevations
Basin Bottom Elevation 33 ( ft. (floor of the basin)
Permanent Pool Elevation 334 ft. (elevation ofthe orifice)
Temporary Pool Elevation 335 ft. (elemlion of dre discharge structure overflow)
areas
Permanent Pool Surface Area 00 sq. ft. (water surface area of the orifice elevation)
Drainage Area % ac. (on -site and off -site drainage to the basin)
Impervious Area L (o ac. (on -.cite and of -site drainage to the basin)
volumes
Permanent Pool Volume 48000 co. ft. (combined volume of main basin and forehay)
Temporary Pool Volume 1 8 15+ cu. ft. (volume detained above the permanent pool)
Forebay Volume quoO Co. ft. (approxintatelv20%of total volume)
Other parameters
SA/DA1 1.3f- (sutface area to drainage area ratio from DIVQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw -down requirect)
Design Rainfall I in.
Design TSS Removal 2 85 % (mininnun 85% required)
� 70ie, p - ?W�i �V e w11_� p
Form SWU-102 Rev 3.99 Page I of 4 /&1 /_% Y 3 ,1�, �� !, O /91e-?

Footnotes:
' When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stonnwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2I-1 .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Fonn, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
612 a. The permanent pool depth is between 3 and 6 feet (required minimum of feet).
gm? b. The forebay volume is approximately equal to 20% of the basin volume.
�l c. The temporary pool controls runoff from the design storm event.
12rn2 d. The temporary pool draws down in 2 to 5 days.
N/h e. If required, a 30-foot vegetative filler is provided at the outlet (include non -erosive Flow
calculations)
XLrg F. The basin length to width ratio is greater than 3: I.
K,rQ g. The basin side slopes above the permanent pool are no steeper than 3:1.
Klr(C h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
km2 i. Vegetative cover above the permanent pool elevation is specified.
Q j. A trash rack or similar device is provided for both the overflow and orifice.
t� k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
�rQ I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
_ in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does • does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 9 does not incorporate pretreatment other than a forebay.
FormSWU-102 Rev3.99
Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at ]cast monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
Permanent Pool Elevation
Sediment Ren oval El. 75 o
------- --- Sediment Removal Elevation 75%
Bottom /0 Election "
Bottom Elevation_ _ 25% /
FORFBAY b1AIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99
Page 3 of 4

Jul 23 2007 1 40PM
No 0012 P 4
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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:_ A & D Properties ANC General Partnership
T:.te. Partner
Address: 6212 Rawls Church Road Fuouay—Varina, K 27526
Phone: 919—,S�2-4158
Date: July 24, 2007
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have becn sold and a
resident of the subdivision has been named the president.
I, /Vl}/VCU S /'`/ /rN _ a Notary Public for the State of n/0 rco//ak�
County of do hereby certify that Leon Ade✓sem
personally appeared before me this A IVM day ofJZJ� , AW% , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
�A 0-Ty. ALy
SEAL
My commission expires /— y' O�(J4%
Form SWU•102 Rev 3.99 Page 4 of