SW6100602_CURRENT PERMIT_20100630

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE21Q��37
YYYYM M DD

North Carolina
Beverly Eaves Perdue
Governor
Mr. Craig Lantz
Fort Bragg DPW - WMB
2175 Reilly Road Stop A
Fort Bragg, NC 28310-5000
m
NCDENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
June 30, 2010
Subject: Stormwater Permit No. SW6100602
SOF TUAV Hangar Facility
High Density Commercial Sand Filter Project
Cumberland County
Dear Mr. Lantz:
Natural Resources
DENR-FRO
JUL 0 2 2010
DWQ
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application for the SOF TUAV Hangar Facility on June 15, 2010; with additional information
received on June 30, 2010. 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. SW6100602, dated June
30, 2010, 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 June-30, 2020, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for inspection and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150E 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 (919)
807-6375; or [e-mail].
Sincerely, l ��
for Coleen H. Sullins
Wetlands and Stonnwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NO]'ti1CalOtlr111
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 //
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NQtul''aL6 J ` .
Internet: www.ncwaterquality.org ((�� i/
An Equal Opportunity\ Affirmative Action Employer .

Mr. Craig Lantz
SW6100602 — SOF TUAV Hangar Facility
June 30, 2010
cc: Fayetteville Regional Office
Central Files
SW6100602
Page 2 of 2

State Stormwater Permit
Permit No. SW6100602
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
I:1M:Ia]4►69kVAa]AM41161:J�n14ZkI
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
SOF TUAV Hangar Facility
Yadkin. Rd. (intersection with Canopy Ln.), Fort Bragg, Cumberland County
FOR THE
construction,`operation and maintenance of one sand filter 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 June 30, 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 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 35,362 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 storrriwater 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. SW6100602
-\
7
The following design criteria have been provided in the sand filter and must be
maintained at design condition:
a
C.
d.
e.
f.
9-
i.
1.
k.
I.
m
n.
o.
p-
q
r.
Drainage Area, 9cres:
Onsite, ft :
Offsite, ft2:
Total Impervious Surfaces, ftZ:
Onsite, ft :
Offsite, ftZ:
Design Storm, inches:
Maximum Head, feet:
Bottom Elevation, fmsl:
Sand Media Depth, feet:
Sed. Chamber Width, feet:
Filter Chamber Surface Area, ft :
Sed. Chamber Surface Area, ft
Permitted Treatment Volume, ft3:
Bypass / Storage Elevation, fmsl:
Predevelopment 1 year 24 hour:
Post development 1 year 24 hour:
Drawdown Time, hours:
Underdrain Diameter, inches:
Separation from SHWT, feet:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
2.15
93,655
0
35,362
35,362
0
1.0
1.5
362.0 (bottom of sand layer)
1.5 (above underdrains)
15
1,935
892
3,185
365.0 (inv of overflow)
0.07 cfs
0.06 cfs
9
4.0
9
Stewarts Creek / Cape Fear
18-31-24-5-4
„ C''
The stormwater management system shall be constructed in its entirety and
operational for its intended use immediately after the site is stable.. -
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 the filter strip.
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, underdrains, catch basins and piping.
g. Access to the sand filter and outlet structure must be available at all limes.
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.
The permittee shall maintain 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. The report shall be submitted to the Division of Water Quality upon
request.
Page 2 of 6

State Stormwater Permit
Permit No. SW6100602
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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..
8. 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
.ix 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
Page 3 of 6

State Stormwater Permit
Permit No. SW6100602
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.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions; the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and, specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does. not prohibit the Director. from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS .143-215.1 et.al.
11. The permittee shall notify the Division 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 30th day of June, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No. SW6100602
SOF TUAV Hangar Facility
Stormwater Permit No. SW6100602
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. SW6100602
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. The underdrains are provided per the approved plans.
8. All slopes are grassed with permanent vegetation, per the vegetation plan.
9. Vegetated slopes are no steeper than 3:1.
10. The overall sand filter is constructed per the approved plans.
11. The permitted amounts of surface area and/or volume have been
provided. t
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.sediment
chamber and sand filter chamber.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Fayetteville Regional Office
225 Green St., Systel Bldg., Ste. 714
Fayetteville, NC 28301-5043
and
NCDENR-DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6

VQ USE ONLY
Crate Received Fee Paid Permit Number
/3 /o SoS SW C j Dot 0 Z
App cab e Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 B hh II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WO Memt Plan:
State of North Carolina
Department of Environment and Natural Resourc
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIC i ORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION UEN 2 ik,
Wetlands 8 &ijulwaler rand
1. Project Name (subdivision, facility, or establishment name - should be consistent w '}tbjcreTnre on p
specifications, letters, operation and maintenance agreements, etc.): J��
SOFTUAV Hangar Facility ®E" "R— FR®
2. Location of Project (street address): JUL 3 0 2010
City:Ft. Bragg County:Cumberland
3. Directions to project (from nearest major intersection):
-located at the intersection of Yadkin Road and Canopy Lane
4. Latitude:38° 6' 59" N I,:nt-, tude:79° 0' 47" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): iZNew ❑Modification
b.If this application is being su'mitted 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):
❑Low Density ®High Density i'::]Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, SW6100462 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 Customenaervice Center at 1-877-623-6748):
❑CAMA Major Zl^k,dimentation/Erosion Control: 2.15 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑4J4/401 Permit: Proposed Impacts
b.If any of these permits have a]read y beerm acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:___._________
Form SWU-101 Version 07'July2009 Pane i of 6

ilI. i 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 oroiect):
Applicant/Organization:Directorate of Public Works (DPW)
Signing Official & Title:Mr. Craig Lantz, Water Management Branch (WMB)
,,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
Phone: ( 910 ) 396-2301
Email:[e-mail]
State: NC Zip:28310-5000
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 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: Directorate of Public Works CPT.W)
Signing Official & Title:Mr. Craig Lantz, Water Management BranchLWMBI _
b.Contact information for person listed in item 2a above:
Street Address:2175 Reillv Road Stoo 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 ) 396-2301 Fax: j- 910 1 907-2420
Email:[e-mail]
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:DPW / Water Management Branch__
b. Contact information for person listed in item 3a above:
Mailing Address:Bldg 0-9125, McKellars Road
City:Fort Bragg StatcII.:C _ Zip:28310
Phone: ( 910 1 396-2301 Fax: ;10. Y 907-2420
° Email:lee.p.ward®us.army.mil
.4. Local jurisdiction for building permits: N/A
Point of
Phone ,'':
Fonn SWIJ-101 Version 07Ju1y2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Sheet -flow to two grasse swales and trench drain with 6' pipe to a Sand Filter.
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 PUDApproval Date:
❑ Valid Building Permit Issued Date:
[-]Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 . ® Ph I1- Post Construction
3. Stormwater runoff from this project drains to the CAPE FEAR River basin.
4. Total Property Area: 2.15 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':
2.15 acres
Total project area shall be calculated to exclude the followin : the normal p001 of imyyounded structures, the area
between the banks of streams and rivers, the area below the Lrmal High Water (NHW) line or Mean. HiXh Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line,may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 37.76 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other'projects, use 1 for the whole property area)
10. Cornplete 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, '.
Drain e Area 1
Drainage Area _
Drainage Area +
Drainage Area _
Receiving Stream Name
Stewarts Creek
Strewn; Class *
C
Stream Index Number *
18-31-24-5-4
Total Drainage Area (sf)
93655
On -site Drainage Area (sf)
93655
Off -site Drainage Area (sf)
0
Proposed impervious Area** (so
35362
% Impervious Area** (total)
37.76
Imcr vious", , ,Surface Area
Jn ;it Building s/Lots ( sa.
0n-cite Streets (so
Drama e'Area_
9195
956
'Drain a Area _
Draia ?,rea -
n
Draina e ATea _, I
�.
FOm:.ite Parking (so
24509
Jn-sil:eSidewalks (sf) _..
702 ..
-.
Other :+n-site (so
Futw(sf)
0
Off-site-(sf)
0
I
Existing BUA*** (sf)
0
-�
Total (so:
35362
_-
.Stream Class and Index Number can be determined at: htty://h2o.enr.state nc.us/bims/reports reportsWB.html
** impervious area is defined"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 remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Fore SWII-101 Version 07July2009 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. By topographic
survey, refer to calculations for drainage area map
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatener! &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hftp://h2o.enr.state.nc.us/su/bml2 forms htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A`complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http:/ /h2o enr.state.nc us/su/bmp forms htm. The complete application package
should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating project
on the interactive online map at http://h2o.enr.state nc.us/su/msi maps htm.)
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://h2o.enr.state.nc.us/su/bmp forms htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 1 Initial
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N�11
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M :1 ill
agreement(s) fdr each BMP:' ArPucnrto,+ prrocesA�ls cEE
Ace"W P41v 51 rsB utEu.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to yi* Fr. 8¢xsa DPw.JM�
http://www.envh� org'tpages/one stopexpress htm] 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 for
the project. This`is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'fe mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and, dated.calculations. JYr7-a7
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: 4 Wt �
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, tj e banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the veget-ried 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.
in. 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 or'plans, not as a separate document).
Form SWU-101 Version 07July200) Page 4 of 6

p. Vegetated buffers (where required):<'
9. Copy of any.applicable soils report.with the associated SHWT elevations (Please identify J Y7
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs: Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected'infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) •h Uy l
10. A copy of the most current property kd ed D ed)book: 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 21-1.1003(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.
htip://www.secretary.state.nc.us/Corporations/CSearch.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://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. 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 Iiprmit 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 change ')r deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Juan Zamudio
Consulting, Firm: Frankfurt-Short-Bruza Associates. P.C.
Mailing Address: 5801 Broadway Extension, Suite'500
City: Oklahoma City State: OK Zip: 73118
Phone: [phone] Fax: [phone]
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled o d, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to.(print or type mine of person
listed in Contact Information, i_tem,la) with (print or type name of organization listed in
Contact Information, item IN 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.
. .... w..Y.
Form SWU-101 Version 07July2009 IPage 5•of 6.5 �' `-

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.
Date:
I, . a Notary Public for the State of . County of
. do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
• 1
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Information, item 2) Mr. Craig Lantz
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 stormwat rules under 15A NCAC 2I-1.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Phu➢ Date: 7 lTUr1 e �L217'
I, a Notary Public for the State of _ County of
do hereby certify that personally appeared
before me this— day of ; and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission'expires _
Form SW-101 Version 07July2009 Page 6 of 6

FRANKFUFiT-SHOfST-f3RUZS3 �
162724 vS
4ASSOCIATES, P.C. _
PH.405-840-2931 FAX [phone]
5801 N. BROADWAY, #500 86-1284H030
OKLRHOMR CITY, OK 73118 DATE 6/ 16/10 0161264
PAY TO THE
ORDER OF NC DENR/DIVISION OF. WATER QUALITY _ I $,505.00****** y.
FIVE 111INDRED FIVE AND NO/ 100____-____._..,.____.__,__________________-.-___..___________ DOLLARS 8 LI -
P-cnPhu. 'a
e4% 4'c-7S
1 u800.-631a-35'6
Fi-rt Natla..I B.-kj
.._
FOR Sccrmwater Permitt_ng .'16272411' 1:1030i28431 016126ti0

V
Permit Number: Sk"6 / 0O66 7-
(to be provided by OWO)
OF WATF9
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the 1&M Agreement (Section IV)
F: PROJECTINFORMATION;. st?r.s., -
Project name SOF TUAV HANGAR FACILITY - FORT BRAGG
Contact name Mr. CRAIG LANTZ, WATER MANAGEMENT BRANCH, FORT BRAGG
Phone number [phone]
Date
Drainage area number
II:°(DESIGN.::
tLC-<`k 5'a'v .i'.�'`Y ..i'.Z?S$ 'tsi.y 4k✓.3r �*Y� ; n�ta. ti±nsn R 4i
Site Characteristics
Drainage area (AD) 93,655.00 ft' OK
Impervious area 35,362.00 ft'
% Impervious (IA) 37.8% %
Design rainfall depth (RD) 1.00 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume
Design volume (WQV)
Adjusted water quality volume (WQVAdI)
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand filter (hmaRter)
Average head on the sedimentation basin and sand filter (hA)
Runoff Coefficient(Rv)
Type of Sand Filter
Open sand fitter?
SHWi elevation
Bottom of the sand filter elevation
Clearance (dSHwr)
Closed/pre-cast sand fitter?
SHWi elevation
Bottom of the sand filter elevation
Clearance (dsHw)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand fitter and the bottom of the roof of the underground
structure (dsp.)
1.00
in
0.13
in/hr
0.07
to/sec
0.15
ft3/sec
0.08
ft/sec
3,170.08 ft'
2,377.56 ft' OK
±9i3 3� I gS PC
364 ft amsl 43.1c
365 ft amsl
1.50 If Insufficient depth.
0.75 If OK
0.39 (unftless)
YorN
353.00 It amsl
362.00 It amsl
9.00
n YorN
353.00 If amsl
362.00 ft amsl
9.00
Fonn SW401-Sand Filter-Rev.5 2009Sept17
Parts I and II. Project Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWQ)
Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basin/chamber depth
Sand Fitter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media fitter bed (dr)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet discharge/flowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated fitter?
What is the length of the vegetated finer?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (Ws1d)?
What is the depth of sand over the outlet pipe (dpipe)?
892.27 ft2 OK. Meets minimum, but may need to be increased to
1.00 it
1,934.62 fl2 OK. Meets minimum, but may need to be increased to
364.00 it amsl
362.00 it amsl
2.00 it
3.50 (ft/day)
6.00 in
0.10 ft3/sec
8.78 hours
OK. Submit drainage calculations.
0.37 days
n Y or N
Excess volume must bypass cell.
n Y or N
Insufficient flow splitter.
n Y or N
Excess volume must pass through filter.
it
y Y or N
OK
y YorN
OK
y YorN
OK
y YorN
OK
n Y or N
Insufficient ROW location.
15.00 it
OK
1.50 ft
OK
Form S W 401 Sand Fiaer-Rev.5 2009Sept17
Parts I and H. Project Design Summary, Page 2 of 2

DENR-FRO
Permit Number: S 11% 6 0602
(to be provided by DWQJ
Drainage Area Number: I
JOLS'a&VAlter Operation and Maintenance Agreement
I will keep a magt€Nan' ce record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly 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.
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
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 long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
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
a pesticide is used, wipe it on the plants
rather than spraying.
Form SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 1 of 3

}Potential?" mblih „' 1m
MHow,I`wilhremediate.the, ro6lem ° n,rbw_
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
-Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
1 401 Oversight Unit at 919-733-1786.
Form SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 2 of 3

W .
Permit Number:
(to be provided by DIVQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: SOF TUAV Hangar Facility - Fort Braes. NC
BMP drainage area number: 1
Print name: Mr. Craig Lantz
Title: Director of Public Works (DPW) / Water Management Branch (WMB)
Address: 2175 Reilly Road Stop A, Fort Bragg. NC 28310-5000
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 sand filter.
maintenance requirements. Witness my hand and official sea];
SEAL
My'commission
Form SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 3 of 3