SW6121201_CURRENT PERMIT_20130313 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Swyd
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Pat McCrory
Governor
Mr. David Heins
Fort Bragg Directorate of Public Works
2175 Reilly Road Stop A
Fort Bragg, NC 28310-5000
Charles Wakild, P.E.
Director
February 5,12013
Subject: Stormwater Permit No. SW6121201
C-130 Flight Simulator Facility
High Density Bio-Retention Project
Cumberland County
Dear Mr. Heins:
Natural Resources
John E. Skvarla, III
Secretary
RECE/v
ED
14AR 13 2013
DENR-FAyETrEkEREGIONAL OFRCE
The Stormwater Permitting Unit received a Stormwater Management Permit Application for the subject project
on December 11, 2012, with additional information received January 14 and February 5, 2013. 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.1000 and Session Law 2006-246. We are forwarding Permit No.
SW6121201, dated February 7, 2013, for the construction, operation and maintenance of the subject project
and the stormwater BMPs.
This permit shall be effective from the date of issuance until February 5, 2021 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), 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 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 by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per NCGS 143-
215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the
filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit
their website at www.NCOAH.com. 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, �,¢(�
?Z"' //
for Charles Wakild, P.E., Director
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] J
Internet: www.ncwaterquality.org
An Equal Opportunity, 1 Affirmative Action Employer I
Nne
orthCarolina
Naturally

Mr. David Heins
SW6121201 - C-130 Flight Sim Facility
February 5, 2013
cc: 5W6121201File .
ec: Lee Ward - Fort Bragg DPW/WMB
Chris Aycock - KCI Technologies, Inc.
Clay Hankinson, PE - KCI Technologies, Inc.
Mike Lawyer - Fayetteville Regional Office
Page 2 of 2

State Stormwater Permit
Permit No. SW6121201
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
C-130 Flight Simulator Facility
Surveyor St., Fort Bragg, Cumberland County
FOR THE
construction, operation and maintenance of one bioretention cell in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 5, 2021, 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 1.7 of this permit. The net increase in BUA from
existing conditions is 2,613 square feet. The stormwater control has been
designed to handle the runoff from 26,746 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area as indicated in Section
1.7 of this permit, and per the application documents and as shown on the
approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 6

State Stormwater Permit
Permit No. SW6121201
7
The following design criteria have been provided in the bioretention cell and must
be maintained at design condition:
a.
R1
C.
d.
e.
f.
9-
h.
i.
k.
I.
m
n.
o.
P.
q
Drainage Area, acres:
Onsite, ft :
Offsite, ftz:
Total Impervioug Surfaces, ftz:
Onsite, ft :
Offsite, ftz:
Design Storm, inches:
Max. Ponded Depth, feet:
Seasonal High Water Table, fmsl:
Planting Media Depth, feet:
Cell Dimensions, feet:
Planting Elevation, fmsl:
Planting Surface Area, ftz:
Permitted Storage Volume, ft':
Bypass / Storage Elevation, fmsl:
Drawdown Time, hours:
Underdrain Diameter, inches:
Total number of plants provided:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
0.77
33,716
0
26,746
26,746
0
1.0
1.0
< 178.0
2.25
130x13
184.0
2,880
2,298
185.0
48
6.0
grass sod
UT to Little River / Cape Fear
18-23-(24)
„C„
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 time 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 re -vegetation of slopes and vegetated areas.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
filter media, planting media, underdrains, catch basins and piping.
q. Access to the cell and outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
Page 2 of 6

State Stormwater Permit
Permit No. SW6121201
6. 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.
7. 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.
B. 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.
9. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
10. 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
13. 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 signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on
its merits and may or may not be approved.
Page 3 of 6

State Stormwater Permit
Permit No. SW6121201
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
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.
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.
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 in writing 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 5th day of February, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-e
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No. SW6121201
C-130 Flight Simulator Facility
Stormwater Permit No. SW6121201
Cumberland County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project Name)
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. SW6121201
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, per the vegetation plan.
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 - -
D to eceived
Fee Paid
Permit Number
la it 1 z
5 2 o
Applicable ules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 9 Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW. Waters ❑ Universal Storm water Management Plan
❑ Other WQ Ivl mt Plan:
RECERIE-ED` State of North Carolina
Department of Environment and Natural Resources
MAR 13 2013
Division of Water Quality
DENR-FAYETTEMLLMA, WitTER MANAGEMENT PERMIT APPLICATION FORM
This form may be plmtocolried for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
C-130 Flight Simulator Facility
2. Location of Project (street address):
City:Fort Bragg County:Cumberland %ip:28310
3. Directions to project (from nearest major intersection):
From intersection of Manchester Road and Reilly Road; go east on Reilly Road. Reilly Road turns into
Surveyor Street. The project site is on the north side of Surveyor Street, approximately 1 mile east of the
Manchester Road / Reilly Road intersection.
4. Latitude:35° 10' 29" N Longitude:79° 01' 20" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberN/A , its issue date (if known)N/A and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certificntiort
2. Specify the type of project (check one):
❑Low Density ®I-ligh 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 stornrwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
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):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2.08 ac of Disturbed Area
❑404/401 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:F13-C-130 Flight Simulator Facility, CUMBE-2013-077 /
DE, 1 1 2012
Fon11SWU-101 Version07Jun2010
Page 1 of 6

III. CONTACT INFORMATION
I. 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/Organ ization:Directo rate of Public Works (DPW)
Signing Official & Title:Mr. David Heins, Environmental Division Chief (DPW)
b.Contact information for person listed in item la 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
l,"mail:[e-mail]
Fax: ( 910 ) 907-2420
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 pwner'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: State: Zi
Mailing Address (if applicable):
City: State: Zi
Phone: 1 ) Fax: ( )
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/ Organ ization:Mr. Lee Ward
Signing Official & Title:DPW/ Water Management l3ranch
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 Fax: ( 910 ) 907-2420
Einail:[e-mail]
4. Local jurisdiction for building permits: N/A
Point of Contact: Phone #:
FormSWU-101 Version07Jun2010 Page 2of6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated by a bioretention facility and then discharged to an existing storm drain
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 2.08 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:2.08 acres
Total project area shall be calculated to exclude thefollowing: the nornnal pool of impounded strictures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHW) line or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or MHN line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of tlne NHW (or MHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50
9. How many drainage areas does the project have?7 (For high density, count I for each proposed engineered
stornnoater BMP. For low density and other projects, use I 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.
Form SWU-101 Version 07Jun2010 Page 3 of

Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Bioretention
Facility
-(hewer Little
River
flit T "C o
f
Stream Class
W&H+'C_+
C
Stream Index Number *
45-23-(23.5)—
1 T- 23- t{
Total Drainage Area (sf)
33,716
On -site Drainage Area (so
33,716
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
26,746
% Impervious Area** total
79
Impervious— Surface Area
Drains e Area 1
Draina e Area
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
9,496
On -site Streets (so
0
On -site Parking (so
16,810
On -site Sidewalks (so
440
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
26,746
Stream Class and Index Number can be determined at: Idtp.Aortal.nederir.or oeb/wq[ps/csu/classifications
Impervious area is deft'ned as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will rennin after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 026.0600.
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 http://portal.ncdenr.org/web/wq/ws/su/bmp-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 fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Thecomplete
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//portalmcdennorg/web/wg/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://portalmcdenr.org/web/wg/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 VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
Form SWU-101 Version 07Jun2010 Page 4 of 7

Int{{iervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that apaunt of existing BL1A that will remain after development. Do not report any existing BUA that
is to be reproved and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DIVQ Central Office stafflo check ifthe project is located within a Threatened &
Endangered Species watershed that map be subject to more .stringent slormuvaler requirennents 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 htti)://vortal.ncdenr.ore/web/wa/ws/su/bmo-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 fromhttp://portal.ncdenr.org/web/wo/ws/su/statesw/forms does. Thecomplete
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/wit/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.ncdennorg/web/wq/ws/su/statesw/forms does.
I ' ials
1. Original and one copy of the Stonnwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Id !k
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Forms) (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
http://www.envhelp.org/pages/onestopexpress.htnil 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 /z drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius the map.
7. Sealed, signed
and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:�i
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 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.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
Font SWU-101 Version 07Jun2010 Page 4 of 6

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.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated Duffers where required).
9. Copy of any applicable soils report with the associated SI-I WT 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 o site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: N Page No: hl A N.1
ll. For corporations and limited liability corporations (L.LC): Provide documentation from the NC 144_
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 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearcii.aspx
VIL 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://portal.ncdennorg/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.
VIIL 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
No 40 1Lyl
Consulting Engineer.Charl Cuck C-4-tzi . Al(G oG K (�,p 1<G-) , G d NI
Consulting Firm: KCI Associates of NC
Mailing Address:4601 Six Forks Road, Ste 220
City:Raleigh State:NC Zip:27609
Phone: [phone] ) Fax: (919 ) 783-9266
Emaibc r.co
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type none of person lister) in Contact Information, item 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 la) with (print or type nacre of organization listed in
Contact Information, itenn la) 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 07.Iun2010 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 submit 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:
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,
SEAL.
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listen in Contact Information, items 1n) Mr. Dovid 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
applicable stormwater rA un er 15A NCAC 21-1 .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signatu
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date: Z-e"O 1'yL
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07Jun2010 Page 6 of 6

R
Permit Number: WC I Z 12-0
(to be prorided by DLVQ)
Drainage Area Number: t
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
login a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will betaken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
Flow I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
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.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
CEIVE
covered in sediment (if
applicable).
stone and replace with clean stone.
MAR 13 2013
DENR-FAYETTBALLE REGIONAL OFFICE
Form S W401-B ioretention O&M-Rev.3
Page I of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems,
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
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.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic time shall be applied as
PH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
Form S W401-Bioretention O&M-Rev.3 Page 2 of 4

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

Permit Number: ,S tt/4I Z 1 Zo/
(to be provided by D1VQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:C-130 Flight Simulator Facility
BMP drainage area number:
Print name: Mr. David Heins
Title: Ft. Bragg Directorate of Public Works (DPW) /Chief -Environmental Division
Address: 2175 Reilly Road Ston A, Fort Bragg, NC 28310-5000
Date: Z,d /urW 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.
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 bioretention maintenance requirements. Witness my hand and official seal,
SEAL
My commission
Form S W401-Bioretention I&M-Rev. 2 Page 4 of 4

Permit Number :.s 1661C 1 Z) 2 a )
(to be provided by DWQ)
��n
NCDENR
o?of WATF9po
015�t
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
C-130 Flight Simulator
Contact name
James Hankinson, PE
Phone number
410-316-7800
Dale
November 30, 2012
Drainage area number
1
IL DESIGN INFORMATION
Site Characteristics
Drainage area
33,715 ft'
Impervious area
26,746 ft3
Percent impervious
79.3% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N . (Y or N)
1-yr, 24-hr runoff depth
3.06 in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr peak flow
3,520 ft3/sec
Post -development 1-yr, 24-hr peak Flow
3.430 ft3/sec
Pre/Post 1-yr, 24-hr peak control
-0.090 ft3/sec
Storage Volume: Non -SA Waters
Minimum required
c�� .L7) 3 e� jz C CGS•
2: � J
volume
—2;753.b-R''
J Q
5
Volume provided
�3,41Uft3
OK Z) Zvi c.F Li}LC
Storage Volume: SA Waters
1.5' runoff volume
ft3
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
rya
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media soil..
Soil permeability
Soil composition
• Sand (by volume)
% Fines (by volume)
• Organic (by volume)
Phosphorus Index (P-Index) of media
Form SW401-Bioretention-Rev.8
June 25, 2010
12 inches
1.00 It
�?i4"QTf
ft
ft
ft
OK �n
OK 27 t910fr
12 fir
OK
36 hr
OK
48 fir
N/A in/hr
OK
1.00 in/hr
OK
85% OK
12% OK
3% OK
Total: 100%
10 (unitless) OK
DECEIVED
14AR 13 2013
DENR-FAYETTEOLLE REGIONAL OFFICE
Parts I and II. Design Summary, Page 1 of 2

Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y' to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute Flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
(flinches gravel followed by 3-5 ff of grass)
Grassed Swale
Forebay
Other
fmsl/��, O O
Y (YorN) OK
N (Y or N)
184 fmsl
3 inches OK
181.75 fmsl
2.25 It
1 It
Permit Number:JVb I Zy 2 of
fro be provided 1, wNS w
Y (Y or N)
12 - Insufficient number of clean out pipes provided.
2 OK
1 It
179.75 fmsl
169.5 fmsl
10.25 If OK
N (Y or N)
fmsl
184 fit
1
0
0 Recommend more species.
&)D - A,C-r OFFLIA10 -3)t Ss
(Y or N) OK
N (Y or N) Excess volume must pass through filter.
Oft
N (Y or N) Show how flow is evenly distributed.
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
N (Y or N)
Insufficient ROW location.
N/A ft/sec Insufficient inlet velocity unless energy dissipating devices are
being used.
N (YorN) OK
N (Y or N) OK
Y (Y or N) OK
X
OK
Form SW401-Bioretention-Rev.8
June 25, 2010
Parts I and II. Design Summary, Page 2 of 2

A
AYA
NCDENR
Permit Number:
(to be provided by DWO)
OF WArE0
Df
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact name
Phone number
Date
Drainage area number
C-130 Fight Simulator
James Hankinson, PE
II ,IDESIGli1TNFORMATION)
Site Characteristics
Drainage area
33,715 it'
Impervious area
26,746 ft'
Percent impervious
79.3% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is prelpost control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
3.06 in
1-yr, 24-hr intensity
inmr
Pre -development 1-yr, 24-hr peak flow
3,520 f isec
Post -development 1-yr, 24-hf peak flow
3.430 fl'/sec
Pre/Post 1-yr, 24-hr peak control
-0.090 rya/sec
Storage Volume: Non -SA Waters
Minimum volume required
2,759.0 ff'
Volume provided
3,413.0 ft' OK
Storage Volume: SA Waters
1.5' runoff volume
it,
Pre -development 1-yr, 24-hr runoff
ff'
Post -development 1-yr, 24-hr runoff
ff' '
Minimum volume required
0 ft'
Volume provided
ft'
Cell Dimensions
Ponding depth of water
6 inches Insufficient ponding depth.
Ponding depth of water
0.50 it
Surface area of the top of the bloretention cell
3,274.0 ff' Insufficient surface area.
Length:
it
Width:
it
or- Radius
it
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media soil
Sal permeability
Soil composition
% Sand (by volume)
% Fines (by volume)
% Organic (by volume)
12 hr OK
36 hr OK
48 hr
N/A inthr OK
1.00 in/hr OK
85% OK
M OK
3% OK
Total: 100%
Phosphorus Index (P-Index) of media 10 (unitless) OK
Form SW401-eioreten0on-Rov Il
June 25. 2010
RECEIVED
LIAR 13 2013
DENR—FAYETTEOLLEREGIONALOFROE
Parts I am II. Design Summary, Page 1 of 2

',V
Permit Number.
(to be proWed by DWD)
Basin Elevations
Temporary pool elevation
Type of bioretenticn cell (answer 'Y' to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shmbs?
Planting elevation (lop of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
184.68 fmsl
Y (Y or N)
N (Y or N)
184 fmsl
3 inches
181.75 fmsl
2.25 it
1tt
Y (Y or N)
2
2
1 1t
179.75 fmsl
169.5 first
10.25 It
N (YorN)
fmsl
184 it
1
0
0
Additional Information
Does volume in excess of the design volume bypass the Y or N Y
bioretentlon cell? ( )
Does volume in excess of the design volume flow evenly distributed N (Y or N)
through a vegetated filter?
What is the length of the vegetated filter? 0 It
Does the design use a level spreader to evenly distribute flow? N (Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretenbon cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 it of grass)
Grassed swale
Forebay
Other
OK
OK
Insufficient number of clean out pipes provided.
OK
OK
Recommend more species.
&Z
Excess volume must pass through filter.
Show how flow Is evenly distributed.
Y (YorN) OK
Y (YorN) OK
Y (Y or N) OK
N (Y or N) Insufficient ROW location.
NIA fl/sec Insufficient inlet velocity unless energy dissipating devices are
being used.
N (Y or N) OK
N (Y or N) OK
Y (YorN) OK
X
92
Form SW401-e1ooetentlon-Rev.a
June 25, 2010
Parts I and II. Design Summary, Page 2 of 2