SW6120502_CURRENT PERMIT_20120503

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW (Q�
DOC TYPE
�URRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

4
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. David Heins
Fort Bragg DPW
2175 Reilly Rd. Stop A
Fort Bragg, NC 28310-5000
Division of Water Quality
Charles Wakild, P.E.
Director
May 23, 2012
Subject: Stormwater Permit No. SW6120502'
Ammo Pointe Boulevard Improvements
High Density Wet Pond Project
Cumberland County
Dear Mr. Heins:
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for Ammo
Pointe Blvd. Improvements on May 10, 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 15A NCAC 2H.1O0O and
Session Law 2006-246. We are forwarding Permit No. SW61205O2, dated May 23, 2012, for the construction,
operation and maintenance of the subject project and the stormwater BMP(s).
This permit shall be effective from the date of issuance until May 23, 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 27611-
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
Localiow 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone [phone] FAX: [phone]
Internet: www.nmaterquahty.org
An Equal Opportunity S Affirmative Action Employer
cc:-SW612O502 File`
ec: K. Joshua Hurst, PE - Clark Nexsen
Mike'Lawyer - Fayetteville Regional Office
Lee Ward - Fort Bragg DPW-WMB
None
rthCarolina
Naturally

State Stormwater Permit
Permit No.SW6120502
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)
Ammo Pointe Boulevard Improvements
Ammo Pointe Blvd. (intersection w/ Chicken 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 May 23, 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 106,914 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.6
of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Permit
Permit No.SW6120502
6. The following design criteria have been provided in the wet detention pond and
must
be maintained at design condition:
a.
Drainage Area, aSres:
3.98
Onsite, ft :
173,433
Offsite, ft2:
0
b.
Total IrripervioYs Surfaces, it2:
106,914
Buildings ft :
0
RoadslParking, ft2:
92,175
Other, ft2.
14,739 (sidewalks)
Future, ft2:
0
C.
Pond Depth, feet:
4.5
d.
TSS removal efficiency:
90%
e.
Design Storm:
1.0 inch
f.
Permanent Pool Elevation, FMS'y
220.5
g.
Permitted Surface Area @PP ft :
9,250
h.
Permitted Storage !volume, ftl:
10,889 at temporary pool
i.
Storage Elevation, FMSL:
221.5
j.
Controlling Orifice:
1.75"0 pipe
k.
Permanent Pool Volume, ft3:
28,959
I.
Forebay Volume, ft3:
6,100
m.
Receiving Stream/River Basin:
Bones Creek 1 Cape Fear
n.
Stream Index Number:
18-31-24-2
o.
Classification of Water Body:
"C"
II. 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.SW6120502
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 all 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.
Ill. 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.SW6120502
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 niiay 'De 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 pernilrLee 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 23`d day of May, 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.SW6120502
Ammo Pointe Blvd. Improvements
Stormwater Permit No. SW6120502
Cumberland County
Desigrrer'a 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 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.SW6 120502
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. A11 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 11.
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

C,ARKeNI:KStN
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
PROJECT:
❑ Change Order ❑Shop Drawings
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
JUL 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

State Stormwater Permit
Permit No.SW6120502
Ammo Pointe Blvd. lmprovements
Stormwater Permit No. SW6120502
Cumberland County
Designer's Certification
as a duly registered
in the State of North Carolina, having been authorized to obsery eriodicall 1 weekly/
full time) the construction of the project,
!In i^'•iJ j f �f.� 1('_ � !V l�� ril r��,1�Mn r.'+����
(Project)
for /1-fA•y (grp-, vt(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:
GA�JJJ`�i
°atFEss o ' ',
,4 SEAL
033574 S
���ip$JHU!► Hv�`��
SEAL
Signature
Registration NLi er
Date (2� I .? I I I
Page 5 of 6

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QA§@>C

State Stormwater Permit
Permit No.SW6120502
Certification Requirements:
✓
1.
The drainage area to the system contains approximately the permitted
acreage.
L�
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.
L/
5.
The outlet/bypass structure elevations are per the approved plan.
I-/ _6.
The outlet structure is located per the approved plans.
r/
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

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
450S 4 1 a3S-7
U ► g 05 0 a -
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph If - Post Construction
(select all that apply) ❑ 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 form may he photocopier! for use (is an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name- should be consistent with project name on plans,
specifications, letters, operation i�d�naintenance agreements, etc.): �}� G R Sl O
S► .� rt 2—
S y✓ G l Z d a 3
2. Location of Project (street address):
Ammo Pointe Boulevard connects Chicken Road to A street within the 10814 complex. The MacRidge Road
work is approximately 0.65 miles east of the existing MacRidge and Longstreet Road intersection.
City:Fort Bra
County:Cumberland Zip:28310
3. Directions to project (from nearest major intersection):
From the Longstreet Road / MacRidge Road intersection head east on MacRidge Road. Turn right on
Chicken Road. The project site is approximately 1,000 feet before Bones Creek.
4. Latitude:35° 05' 4.98" N Longitude:79°.02' 11.97" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.lf 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 ®1-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than 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: 9.60 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:r-
U"
MAY 4 2012
Form SWU-101 Version 07Jun2010 Page I of 6 QENR -
V1f8tlend3 a �WATER r QtJW t

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 1a above:
Street Address:21.75 Reilly Road Stop A
City:Fort Bra = g State:NC Zip:28310-5000
Mailing Address (if applicahle'):2175 Reilly Road Stop A
City:Fort Bragg State:NC Zip:28310-5000
Phone: (910 ) 396-8207 Fax: (910 ) 907-2420 _
Fmail:david.a.lieins,[e-mail]
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. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applictible):
City:
Phone: ( ]
Email:
State: Zi
State:
Fax: ( ]
Zi
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: 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
City: Fort Bragg State:NC Zip:28310-5000
Phone: (910 ) 396-2301
EmaiHee.p.ward.civC1mai1.miI ^T
4. Local jurisdiction for building permits:
Point of C
Fax: (910 ) 907-2420
Phone #:
Form 5WU-101 Version 07.Iun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater runoff from Ammo Pointe Boulevard will be treated bX one 1 wet pond, located on the east
side of the most southern portion of the road. No stormwater treatment will be provided for the MacRidgc
Road work because predevelopment 13UA will exceed post development BUA.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date.
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 3.98 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*:3.98 acres
+ Tolal project area shall be calculated to exclude the follouyin fire normal ))7001 of im 7onmled structures, the area
belween the banks of streams and rivers, the area beloa7 Iire ortnal High Mler (NM lime or Mean High Water
(Ml-IW) line, and coastal wetlands 1111070ard front the NHW (or MH1N) line. The resultant pfrojeet area is used to
calculate overall Pen'
1wilt upon area (BLIA). Non -coastal Wetlands hurdward of the NHW (or MHW) litre trray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 61.6
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stortn7oater BMP. For loth density and other projects, rase 1 for fire Whole 17roperl y 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
Draina e Area _
Drainage Area
Draina e Area _
Receiving Stream Name
Bones Creek
Stream Class *
C
Stream Index Number *
18-31-24-2
Total Drainage Area (so
173,433
On -site Drainage Area sf)
173,433
Off -site Drainage Area (so
0
Pro used Impervious Area** (so
106,914
Impervious Area** total
61.6
Im ervious.* Surface Area
Draina e Area 1
Drainage Area _
Drainage Area
Drainage Area _
On -site Buildin s/l.ots (so
On -site Streets (so
92,175
On -site Parkin (so
0
On -site Sidewalks (so
14,739
0
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
'Total (so:
106,914
* St reant Class and Index Nuniber can be determined at: /it117.&ortal.rredenr.nrg _neh/7orJj17s/csrt/clrrssi ?crttinns
Form SWU-101 Version 07Jun2010 Page 3 of

lippervious area is defined as the built upoii area including, hat not linrited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA drat will remain after developinenI. Do not report any existing BUA that
is to he removed and which will he replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Detailed draina a area calculations were completed in AutoCAD.
Projects in Union County: Contact Dtt,'Q Central Office staff to check if the project is located within a Threatened R
Endangered Species watershed that ?no), be subject io more Stringent stormwater requirements as per AICAC 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 ht!p://portal.ncdenr.org/web/wq/ws/su/bi-np-nianual.
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 httR://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 htt ortal.ncdenr.or web w ws su ma s.}
Please indicate that the following required information have been provided by initialin in the space provided
for each item. All original documents MUSTbe signed and initialed in blue ink. Download the latest versions
for each submitted application package from http/portal.ncdenr.orgf web_lwq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 beloui)
3. Original of the applicable Supplement Form(s) {sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htW:/ Zwww.envhelp.org/12agesLonestopexpress.htmI 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/management
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 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. 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 MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NHW lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) 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.
I. 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
for
rr�

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 far DWQ to verif1 the SHVVI' 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 la, 2a, and/or 3a per NCAC 21-L1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary,state.IIC.LIS/Corporatioiis/CSearcil.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. 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 listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Vill., 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. loshua Hurst, PE
Consulting Firm: Clark Nexsen Architecture & lingineering_
Mailing Address:4000 Westchase Boulevard!, Suite 280
City:Raleigh State:NC Zip:27607
Phone: (919„ _ ) 576-2120 _ Fax: [phone]
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item! 2 has been filler! out, complete this
section)
I, (print or type ntnne of person lister! in Contact lnforrnation, item 241) . , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
lister.! in Contact lrtfortnation, item 7a) with (print or type name of organization listen 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.
Fonn SWU-101 Version 07Jun2010 Page 5 of

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 submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. 1 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:
1, , a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEA L
My commission expi
X. APPLICANT'S CERTIFICATION
I, (print or type mane of persona listed in Cont art Information, item 1a) D1174d I-lcixs
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable gDzmwater rulgOunyler �5p( NCAC 21-1 .1000, SL 2006-246 (Ph. I - Post Construction) or SL 2008-211.
Signatu
Date:_) 2- [j eP, / Z
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 application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expi
Form 5WU-101 Version 07Jun2010 Page 6 of 6

Permit No. S W 6 / ZorO 2
{robe pr-ovidad by awol
®*A
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
O�OF W A regpG
:h
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part N1) must be printed, filled out and submitted along with all of the required information.
919-828.1876
41612012
Ammo Pointe Boulevard
JOSH HURST, PE
I141DESIGN, IN FORMATION
Sfte Characteristics
Drainage area
173,433 fe
Impervious area, post -development
106,914 ftz
% impervious
61.65 %
DeAn rainfall depth
1.0 in
Storage Votume: Non -SA Waters
Minimum volume required
Volume provided
Storage Votume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the preipost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
8.741 ft3 OK
10,889 rya
OK, volume provided is equal to or in excess of volume required.
ft3
Y (Y or N)
3.1 in
0.38. (unittess)
0.72 (unitless)
4,13 inlllr OK
7.81 ft3isec
14.80 ft3lsec
6.99 ft3lsec
221.50 fmsl
220.50 fmsl
fmsl
221.00 hnsl
220.00 fmsl
212.00 fmsl
211.00 fmsl
1.00 ft
N (Y or N)
221.5 fmsl OK
Form SW401-Wes Detention Basin-Rev.8-9117/09 Paris I. & II. Design Summary, Page 1 of 3

Permit
(to be provided by OWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
11,866 0,
Area REQUIRED, permanent pool
8,533 e
SAtDA ratio
4,92 (unittess)
Area PROVIDED, permanent pool, Ape ped
9,250 ft
OK
Area, bottom of 1Oft vegetated shelf. Abda f
7,435 ft
Area, sediment cleanout, top elevation (bottom of pond), Ab,�_,,4
550 ft?
Volumes
Volume, temporary pool
10,889 ft 3
OK
Volume, permanent pool, Vp. _pw
28,959 ft'
Volume, forebay (sum of forebays if more than one forebay)
6,100 ft'
Forebay % of permanent pool volume
21.1 % %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MOuntairdPledmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
4.92 (unidess)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vpe1 pcd
28,959 ft'
Area provided, permanent pool, Ape p,d
9,250 ft'
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d,V, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y ' (Y or N)
Area provided, permanent pool, Ape _pw
9,250 ft'
Area, bottom of 10ft vegetated shelf, A,, ,.
7,435 ft2
Area, sediment cleanout, top elevation (bottom of pond), A,,,_p,,
550 e
'Depth' (distance b/w bottom of 1 Oft shelf and top of sediment)
8.00 ft
Average depth calculated
4.75 It
OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
4.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
1.75 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.31' ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (CM)
(unitless)
Length of weir (L)
It
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
7,81 fOlsec
Post -development 1-yr, 24-hr peak flow
14.80 elsec
Storage volume discharge rate (through discharge orifice or weir)
0.05 ft3lsec
Storage volume drawdown time
2.30' days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 f.
OK
Length of flowpath to width ratio
2 A
Insufficient flow path to width ratio. Must not short-circuit pond.
Length to width ratio
2.0 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump Out or Emergency Spillway Respectively
Form SW401-Wet Detention Basin-Rev,8-9117109
Parts I. & It. design Summary, Page 2 of 2

Permit N
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Ini 'als
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- 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.
Q"s-0
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet 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.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
1�
[�
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
�I
entire drainage area is stabilized.
I
cA 4
7. The supporting calculations.
�-�
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8.9I17l09 Part III, Required Items Checklist, Page 3 of 3

Permit Nunnber: S W6 ) Z OYC> Z
(Io be provided by DIi,'Q)
Drainage Area Number: 1
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 I3MP 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:
— Immediately 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 die 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.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number: 54LI6 12 pSb 2-
(to he provider! by DIVA)
Drainage Area Nurnber: I
BMP element:
Potentialproblem:
How I 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 sedirent and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the 13MP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
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 location where it
will not cause impacts to streams or
the 13MP.
Algal 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.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4

t
Permit Number: S V/. ( -- Lvy-Oe.
(to be pro Oded by UWQ)
Drainage Area Number: 6
BMP element:
Potentialproblem:
How I 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-
1756.
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 8.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Elevat
216.0 1
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
1 Volume'
ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 220.5
Pool
Sediment Removal Elevation 212 ------- ------- ------ Volume
----------
Bottom Elevation
MAIN POND
Page 3 of 4
Lft_Yin.
Sediment
Storage

Permit Number: _,5 W b f Z OSo2
(to he provided by /AVQ}
I acknowledge and agree by my signature below that I am responsible for the'
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
1'rojea name:Ammo Point Boulevard
BMP drainage area number:I
Print name:Mr. David Heins
TitleTt. Brae Directorate of Public Works (DPW) /Chief-Enviro_ ntnental Division
Address:2175 Reilly Road Stop A, Fort Bragg, NC 29310-5000___
Phone: [phone] /
-- - -
Signature:
Date: 1 2--&V/i / z
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, , 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 of 4

;A,
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perft
Governor
Mr. David Heins
Ft. Bragg Directorate of Public Works
2175 Reilly Rd. Stop A
Fort Bragg, NC 28310-5000
Dear Mr. Heins:
Charles Wakild, P.E.
Director
May 10, 2012
V"ENR -PRO
JUN 2 b. 2U12
Dee Freeman
Secretary
Subject: Stormwater PermitiExclusion - Redevelopment,
Project Number SW6120503
,MacRidge Road Improvements
Cumberland County
On May 9, 2012, the Stormwater Permitting Unit of the Division of Water Quality received a request to exclude
the subject proposed redevelopment project from Stormwater Management Permit requirements. Staff
review of the plans and supporting document has determined that the project proposes activities that are
excluded from State Stormwater permitting requirements as set forth in Section 8.(2) of Session Law 2006-
246, effective July 1, 2006, and the stormwater rules under Title 15A NCAC 2H.1000, as amended.
Therefore, the director of the Division of Water Quality is hereby providing confirmation that the subject
project is excluded from State Stormwater permitting requirements under the following conditions: 1) The
project must be constructed as shown on the plans submitted to this Office; 2) the proposed built -upon area of
21,690 square feet does not exceed the existing built -upon area of 25,704 square feet; and 3) The proposed
stormwater control provides equal protection of surface waters as the existing stormwater control, which is
mainly sheet flow with minimal piping to existing conveyances.
Under Section .1003 (b) of the stormwater rules, the entire common plan of development must be permitted.
Therefore, any future development or changes to the proposed development, including, but not limited to, the
relocation of built -upon area and the construction of additional built -upon area, may require approval or a
Stormwater Management permit application and permit issuance from the Division of Water Quality prior to
any construction. Any construction on the site prior to receipt of the required approval or permit will
constitute a violation of Title 15A NCAC 2H.1000 and Session Law 2006-246, and may result in the initiation
of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and
approvals, which may be required by Federal, State, or local government agencies, rule or law. If you have any
question, or need -additional information concerning this matter, please contact either Robert Patterson at
919-807-6375, or at [e-mail].
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] V FAX: [phone]
Internet, www,ncwaterquality.org
An Equal Opportunity l Affirmative Action Employer
One
NorthCarolina
Naturally

f
Mr: David+Wins'.''
SW6120503 — MacRidge Road Improvements
May 10, 2012,,
Sincerely,
jur Charles Wakild, P.E.
CC., �SW6120503 & SW6120502 File
ec: Mike Lawyer - Fayetteville Regional Office
K. Joshua Hurst, PE - Clark Nexsen Architecture & Engineering
Lee Ward - Ft. Bragg DPW-WMB
Page 2 of 2

Patterson, Robert
From:
Joshua Hurst ([e-mail]]
Sent:
Wednesday, May 09, 2012 2:51 PM
To:
Patterson, Robert
Cc:
Ward, Lee P CIV (US); Wyatt L. Bone
Subject:
Ammo Pointe Boulevard and MacRidge Road project
Robert,
F DEV . F X L G k& orV
/A-1A G l4 l Y> G- It K6
I am writing to follow up from the post -construction stormwater permit submittal of the Ammo Pointe
Boulevard and MacRidge Road project at Fort Bragg. We would request that the MacRidge Road
intersection portion of the plans be separated and considered a permit exclusion since the MacRidge Road
portion of the project reduces built upon area (BUA).
Please let me know if you have questions on this or need anything else from us for this submittal.
Thanks,
Josh
Josh Hurst PE, PTOE, LEER AP $D+C
Senior Civii Engineer, Associate
CI_ARK NEASEN
Architecture 8 Engineering
4000 Westchase Boulevard Suite 280
Raleigh, NC 27607
919.828.1876 Office
919.576.2120 Direct
919.828.1877 Fax
ihu rstAc la rk nexsen. c om
www.clarknexsen.com
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