SW6120202_CURRENT PERMIT_20120416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW���O�
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
9t'&
YYYYMMDD

��
ia
WDER
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Gvakild, P.E. Dee Freeman
Governor Director Secretary
March 13, 2012
Mr. David Heins RECEIVED
Fort Bragg DPW
2175 Reilly Rd. Stop A APR 16 2012
Fort Bragg, NC 28310-5000
DEHR-FAYETTEVILLE REGIONAL OFFICE
Subject: Stormwater Permit No. SW6120202
Chicken Road Access Control Point
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Heins:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for Chicken
Road ACP on March 9, 2012. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 1SA NCAC 2HA 000 and Session Law
2006-246, We are forwarding Permit No. SW6120202, dated March 13, 2012, for the construction, operation
and maintenance of the subject project and the stormwater BM P(s).
This permit shall be effective from the date of issuance until March 13, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the procedures for
transfer of the permit, or to renew the permit, 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) 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 2761.1.-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Robert Patterson at [phone], or
[e-mail].
Sincerely,
for Charles Wakild, P.E.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
InterneL www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
cc: SW6120202 File
ec: K. Joshua Hurst, PE - Clark Nexsen
Mike Lawyer - Fayetteville Regional Office
Lee Ward - Fort Bragg DPW-WMB
Nne
orthCarolina
Natumllt,

State Stormwater Permit
Permit No.SW6120202
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
Fort Bragg Directorate of Public Works (DPW)
Chicken Road Access Control Point
Chicken Rd. (-0. 75 mi. west of Morganton Rd.), Fort Bragg, Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (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 March 13, 2020, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 263,157 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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.
Page 1 of 6

Stake Stormwater Permit
Permit No.SW6120202
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, ayes-
9.04
Onsite, ft :
393,642
Offsite, ft2:
0
b.
Totai Impervioys Surfaces, ft2:
263,157
Buildings ft :
15,084
Roads/Parking, ft2:
237,179
Other, ft2.
3,499 (sidewalks)
Future, ft2:
7,395 (truck queue expansion)
C.
Pond Depth, feet:
5.5
d.
TSS removal efficiency:
90%
e.
Design Storm:
1.0 inch
f.
Permanent Pool Elevation, FMS�:
234.50
g.
Permitted Surface Area @PP ft :
18,181
h.
Permitted Storage Volume, ft�:
26,233 at temporary pool
i.
Storage Elevation, FMSL:
235.75
j.
Controlling Orifice:
2.5°0 pipe
k.
Permanent Pool Volume, ft3:
79,242
I.
Forebay Volume, ft3:
15,286
m.
Receiving Stream/River Basin:
Bones Creek 1 Cape Fear
n.
Stream Index Number:
18-31-24-2
o.
Classification of Water Body:
"C"
11. SCHEDULE OF COMPLIANCE
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 of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, 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.
5. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6120202
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at ali times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
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 minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. 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 permit conditions until such
time as the Division approves the transfer request.
Page 3 of 6

State Stormwater Permit
Permit No.SW6120202
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) having 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 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 13Eh day of March, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6120202
Chicken Road Access Control Point
Stormwater Permit No. SW6120202
Cumberland 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 included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6120202
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
Page 6 of 6

%
CLARK*NExSrN
333 Fayetteville Street, Suite 1000
Raleigh, NC 27601
P. 919.828,1876
F. 919.828.1877
www.clarknexsen.com
transmittal
We transmit the following:
DATE:
❑ Drawings ❑ Specifications
June 27, 2014
❑ Change Order ❑Shop Drawings
PROJECT:
Chicken Road Access Control
❑ Computer File(s) ❑ Samples
Point
Ammo Pointe Boulevard,
❑ Product Literature ® Certification
Fort Bragg, NC
Copies Description
TO:
Mike Lawyer
1 Designer Certification for Stormwater Permit
NCDENR
#SW6120202
Fayetteville Regional Office
1 Designer Certification for Stormwater Permit
Surface water Protection
#SW6120502
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
J U L 1 2014
910-433-3300
FROM:
Remarks:
Josh Hurst
SUBJECT,
Stormwater Certifications
Attached are the Designer Certifications for Stormwater Permits
COMMISSION NUMBER:
SW6120202 and SW6120502 at Fort Bragg, NC. Please let us
3818
know if you have any questions or need anything else.
VIA:
ROUTE TO:
CC:
Page 1of1

i
State Stormwater Permit
Permit No.SW6120202
Chicken Road Access Control Point
Stormwater Permit No. SW6120202
Cumberland County
Designer's Certification
�)2-5 , as a duly registered i�Oi= ,S000)L
in the State of North Carolina, having been authorized to observe periodically weekly/
full time) the construction of the project,
(Project)
for /kr2-y Cam= J ''I (Project Owner) hereby state that, to the
best of my abilities, due care` -and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
ltrlrfI?
_ :o SEAL
033514
/i /`kUA, HJ�`���
SEAL
Signature 1LJ-
Registration 4ber
Date 6 I Z 7 )' `1
Page 5 of 6

V
State Stormwater Permit
Permit No.SW6120202
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage,
✓ 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
✓ 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet/bypass structure elevations are per the approved plan.
✓ 6. The outlet structure is located per the approved plans.
✓ 7. Trash rack is provided on the outlet/bypass structure.
✓ 8. All slopes are grassed with permanent vegetation.
✓ 9. Vegetated slopes are no steeper than 3:1.
✓ 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
112. Required drawdown devices are correctly sized per the approved plans,
✓ 1I 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.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
Page 6 of 6

m
DWQ USE ONLY
Dat V Received
Fee Paid
Permit Number
2231Z
1
43665 T, 111fla
> I D p;),
Applicable Rules:
(select all that apply)
❑ Coastal SW - 1995 ❑ Coastal SW - 2008 1!rPh II - Post Construction
❑ Non -Coastal SW- I-IQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This f win xiay he photocopied fir use as an orightal
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, Ietters, operation and maintenance agreements, etc.):
Chicken Road Access Control Point
2. Location of Project (street address):
Southern end of Fort Bragg between Plank Road and MacRidge Road
City:Fort Bragg County:Cumberland Zip:28310
3. Directions to project (from nearest major intersection):
From the Longstreet MacRidge Road intersection head east on MacRidge Road. Turn right on Chicken Road.
After crossing the wetlands area, the project site will be ahead.
4. Latitude:35° 04' 58.83" N
IL PERMIT INFORMATION:
Longitude:79° 02' 55.74" W
of the main entrance to the project.
].a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Law Density ®High Density ❑Drains to an OFfsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 28.37 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010
Page 1 of 6
FEB 2 3 2012
DENR WATER QUALITY
W�RMDSANI) STQRMWATER BRANCH

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Ft. Bragg Directorate of Public Works (DPW)
Signing Official & Title: Mr. David Heins, Environmental Division Chief (DPW}
b.Contact information for person listed in item I above:
Street Address:2175 Reilly Road Stop A
City:Fort Bragg State:NC Zip:28310-5000
Mailing Address (if applicable):2175 Reilly Road Stop A
City:Fort Bragg State:NC Zip:28310-5000
Phone: (910 ) 396-8207 Fax: (910 ) 907-2420
I; maiLdavid.a.heins.civOO mail.mil
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. ('Phis is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Mr. Lee Ward
Signing Official & Title:Ft. Bragg DPW/Water Management Branch
b.Contact information for person listed in item 3a above:
Mailing Address:Bldg 0-9125, McKellars Road
CityTort Brae State:NC Zip:28310-5000
Phone: (910 } 396-2301 Fax: (910 ) 907-2420
F, ma& lee.p.ward.civ« maiLmil
4. Local jurisdiction for building permits: N/A
Point of Contact: Phone #: { }
horrn SWU-101 Version 07Jun2010 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, hr._ iefly summarize how the stormwater runoff will be treated.
The stormwater runoff will be treated by one (1) wet pond, located southeast of the search area.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph It - Post Construction
3. Stormwater runoff from this project drains to the Cal2e Fear River basin.
4. Total Property Area: 16.5$ acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:17.70 acres
Total project area sliall be calculated to exclude the followin the normal pool of irnpounded structures, the area
between the banks of streams and rivers, the area below the N
ormal High Water (NHW) lime or Mean High Water
(MHW) line, and coastal wetlands landward from the N14W (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MH{M line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 37.40
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas 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
Draina e Area _
Drainage Area _
Receiving Stream Name
Bones Creek
Bones Creek
Stream Class *
C
C
Stream Index Number *
18-31-24-2
18-31-24-2
Total Drainage Area (so
393,642
377,230
On -site Drainage Area (sf)
393,642
377,230
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (so
263,157
14,728 Proposed
10,562 Existing
% Impervious Area** total
66.9
1 6.70
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
On -site Buildings/ Lots (so
15,084
0
On -site Streets (so
226,49 R5
14,728
t 1111
On -site Parkin (so
10,681
0
On -site Sidewalks (so
3,499
0
.' ASS
Other on -site (sf)
0
0
Future (sf)
7,395 1 RS
0
Off -site (so
0
0
Existing BUA*** (so
0
10,562
Total (so:
263,157
25,290
Stream Class and Index Number can be deter-rnined at: http://portal.lpcdenr.org/rlpeb/ruq/ps/csn/classi�rcati�iSS�
Inr}}pervious 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 07Jun2010 Page 3 of 6 RI: Revision 1 2-28-12

1
i �i'
R'1 « i
.�a as���,� ,��,

'Report only that amount Ofexisting BUA that will remain after development. Do not report any existing BUA that
is to be removed and znluch will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Detailed drainage area calculations were completed in AutoCAD.
Projects in Union County: Contact UfI"Q Central O1jice staff to check if the prnjecl is located ss,ithin a 1 hreatened &
EndanKered .Species watershed that may he suhjecl to more stringent stormwuter requirements as per NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt ): ?ortal.nedenr.or > web we /ws1sii f bm-p-manual.
VI, SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.tic(ienr.org/web/wd/ws/su/statesw/forms does.
blitials
1. Original and are copy of the Storm water Management Permit Application Form.
2. Original and are copy of the signed and notarized Deed Restrictions & Protective Covenants NIA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed si ned and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (I -or an Express review, refer to
http://www.envhel�).org/pageslotiestoL)express.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'/z
mile radius on the map. - C At-cs1 Ae,,,l;z G
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MI-IW or NI-IW line of tidal
waters, and any coastal wetlands landward of the MHW or NI-IW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MI-1W (or Ni-IW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 07Jun2010 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SNWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: N/A Page No: N/A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / / www.secretary.sta te.nc.us/Corporations/CSearcii.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
N1A
For all subdivisions, outparCls, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
13UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:/LportaLncdenr.org/weblwgf ws/su/statesw/forms flocs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and Iisted
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you.wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:K. Joshua Hurst, PE
Consulting Firm: Clark Nexsen Architecture & Engineering
Mailing Address:4000 Westchase Boulevard, Suite 280
City:Raleigh State:NC Zip:27607
Phone: (919 ) 576-2120
Email:ihurs @clarknexsen.com
Fax: (919 ) 828-1877
1X. PROPERTY OWNER AUTHORIZATION (if Contact htformation, itent 2 has been filled oi(t, complete this
section)
I, (print or type mine of person listed in Contact Information, 'itent 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item Ira) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and summit a
completed Name/Ownership Change Form.within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I,
a Notary Public for the State of
, do hereby certify that
County of
personally appeared
before me this — day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL.
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 1a) David Heins
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicab water r s 15A NCAC 2I-1 .1000, SL 2006-246 (Ph. IL - Post Construction) or SSL 2008-21-1.
Signature: Date:
I, a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL.
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of 6

Permit No. 5 $I/C f 2, 0 ?—b1_
(to be ,provided by DWO)
�pF W A 7'4g0
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be rifted out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted ajong with all of the required information.
I.k,P,RaJECTdINF,ORMATION l
Project name CHICKEN ROAD ACCESS CONTROL POINT
Contact person JOSH HURST, PE
Phone number 9SG28-1876
Date 212212012
Drainage area number 1
Site Characteristics
Drainage area
393,642 ftz
Impervious area, post -development
263,157 e
% impervious
66.85 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
21,377 ff3 OK
Volume provided
26,233 ft3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
ff3
Pre -development 1-yr, 24-hr runoff
ff3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ff3
Volume provided ft3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
3.1 in
Rational C. pre -development
0.41 (unitless)
Rational C. post -development
0.75 (unitless)
Rainfall intensity: 1-yr, 24-hr stone
3.04 infhr OK
Pre -development 1-yr, 24-hr peak flow
17.75 ft lsec
,11�
\��t H CaRo(�
Post -development 1-yr, 24-hr peak flow
35.02 ft3lsec
�NN��� •�/�
PrelPost 1-yr, 24-hr peak flow control
17.27 ft'lsec
Elevations
x.
Temporary pool elevation
235.75 fmsl
n $ g 5 74 '
Permanent pool elevation
234.50 frlsl
'• Z 1 t�OQ,�'
SHWI- elevation (approx. at the perm. pool elevation)
>101t fmsl
Z
Top of 1Oft vegetated shelf elevation
235.00 fmsl
.
�i�?• •::IQj�CS,�e•Q� ���
Bottom of 1 Oft vegetated shelf
Sediment c eanout, op elevation (bottom of pond)
225.0 fmsl
j4jNVA `1\\����`\
Sediment deanout, bottom elevation
224.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
235.8 fmsl OK
Form SW401-Wet Detention Basin-Rev.8-9117tog Parts I, & 11 Design Summary, Page 1 of 2

Permit No.
(to be prov ded by t7wo)
II? DE:SIGNiiNFORMATION '..s: ., 7 7 , y 'r 1 ' k :WROPSM
Surface Areas
Area, temporary pool 22,578 ft2
Area REQUIRED, permanent pool 17,714 ft2
SAMA ratio 4.50 (unitless)
Area PROVIDED, permanent pool, A,,_,,,
18,181 ft`
Area, bottom of 10ft vegetated shelf, Ate, ,ha
15,352 ft
Area, sediment deanout, top elevation (bottom of pond), Aca.xnd
1,936 ft'
Volumes
Volume, temporary pool
26,233 ft3
Volume, permanent pool, V.,,,-Pw
79,242 ft3
Volume, forebay (sum of forebays if more than one forebay)
15,286 ft3
Forebay °% of permanent pool volume
19.3°% %
SAIDA Table Data
Design TSS removal
90 °%
Coastal SAIDA Table Used?
Y (Y or N)
MountairL[Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
4,50 {unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp,-,,,,
79,242 ft'
Area provided, permanent pool, A. ,,,,_,
18,181 ft`
Average depth calculated
It
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
h
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A, _pw
18,181 e
Area, bottom of 10ft vegetated shelf, Ab,,_,,,a,
15,352 If
Area, sediment cleanout, top elevation (bottom of pond), A,a_ d
1,936 ft2
"Depth" (distance blw bottom of 14ft shelf and top of sediment)
9.00 ft
Average depth calculated
5.53 ft
Average depth used in SAIDA, dN, (Round to nearest 0.5ft)
5.5 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (HP)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post-devetopment 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freebaard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
2.50 in
tn2
0.60 (unitless)
0.38 ft
N (Y or N)
(unitless)
(unitless)
ft
It
17.75 ft3lsec
35.02 ft'/sec
0.10 ft3lsec
2.40 days
An.
OK
OK
Need 3 ft min
OK
OK
OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10A it
OK
3 :1
OK
3.0 :1
OK
Y (Y or N)
OK
5.8 h
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Pump Out or Emergency Spillway Respectively
Form SW401 Met Detention Basin-Rev.8-9117/09 Parts 1. & II. Design Summary, Page 2 of 2

Permit No.
111. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
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.
Page! Plan
Sheet No.
Oa b 1
1. Plans (1" - 50' or larger) of the entire site showing:
Cc,IU";/
- Design at ultimate build -out,
�(7 5of
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
Boundaries of drainage easement.
C 501
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
C6lo.
Ouflel structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
CC7 O f
3. Section view of the wet detention basin (1" = 20' or larger) showing:
CC103
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
Inlet and outlet structures.
1�
Cir5yt
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
d -06 1 C 1
on the plans prior to use as a wet detention basin.
00d0- A
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
L��tcj
7. The supporting calculations,
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
/44
9. A copy of the deed restrictions (if required).
CC'-(o
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
;�? f�
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117109 Part III. Required Items Checklist, Page 1 of 1

v
� 1
Permit Number: ,SW 61 ZoZo "L
(to be provided by DH'Q)
Drainage Area Number: I
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. 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.
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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— ImmediateIy after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
-- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 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 should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
'Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximatel six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4
Page I o t 4

Permit Number:
(to he provided by DfVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Lrosion 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. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Rest professional practices
Prune according; to best professional
show that pruning is needed
practices
to maintain optimal plant
hea lth.
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.
Weeds are present.
Remove the weeds, preferably by
hand. if pesticide is used, wipe it on
the.plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a IOCation where it
will not cause impacts to streams or
the BMP.
Alga] growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Dorm SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

s
Permit Number:
(to he provider! btu D6VQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device,
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 9.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 8.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom E.
BASIN DIAGRAM
(Jill in the hlanks)
226.0 I Pe manen�
•----------------- Volume -
7�5.0 -ft Min.
Sediment
Storage
FOREBAV
Pool
Permanent Pool Elevation 234.5
Sediment Removal Elevation 225.0- Volume
---------- ------
Bottom Elevation
MAIN POND
II n.
sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4

Permit Number: I`tVZ 1 Zo Zo ?—
(to be provided by DIVQ)
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 ofany
problems with the system or prior to any changes to the system or responsible party.
Prnjecl naine:Chicken Road Access Control Point
BN1P drainage area nuniber:I
Print name: Mr. David Heins
Title: —Ft. Bragg Directorate of Public Works (DPW) /Chief -Environmental Division
Address:2175 Reilly Road Stop A, Dort Brag_,, NC 28310-5000 _
Phone:910-
Signature:
Date: I -Tnl,�,_lZ--
c
Note: The legally responsible party should not he a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, , a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 o f 4