SW6101201_CURRENT PERMIT_20110103

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
24,l QlQ
YYYYM M D D

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Craig Lantz, WMB
Fort Bragg Directorate of Public Works
2175 Reilly Road Stop A
Fort Bragg, NC 28310-5000
Division of Water Quality
Coleen H. Sullins
Director
January 3, 2011
Subject: Stormwater Permit No. SW6101201
192no EOD, 5`n Company Operations Facility
High Density Infiltration Basin Project
Cumberland County
Dear Mr. Lantz:
Dee Freernan
Secretary
1
J q®
FF13 0 % 2011
v^YQ
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for the subject
project on December 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. SW6101201, dated today's date, 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 January 2, 2021, 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 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such
demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Cory Larsen at [phone] or [e-mail].
Sincerely,
for�Sul�sl .k-
cc: Fayetteville Regional Office
SPU Files
ec: Mr. Greg Breetz, PE, Burgess and Niple, Inc., [e-mail]
Wetlands and Stormatater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NOrth Caf Ot llll
Phone:
9-8 N. Salisbury St. Raleigh, North Carolina r SeNi Naturally
Phone: 919�07-63001 FAX: [phone] Customer Service: 1-8778238748
Internet: w .nmaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Permit
Permit No. SW6101201
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
192nd EOD, 5th Company Operations Facility
Transportation 5treet, Fort Bragg, Cumberland County
FOR THE
construction, operation and maintenance of three infiltration basin(s) 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 January 2, 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. The stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 of this permit. Stormwater controls have been designed to handle the
runoff from a total of 27,443 square feet of new impervious area.
3. The tract will be limited to the amount of built -upon area indicated in this permit, and as
shown on the approved plans. The total project percent impervious area is limited to 21%
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 new 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 lest 30 feet landward of all
perennial and intermittent surface waters.
7. The following design criteria have been permitted for the infiltration basins and must be
provided and maintained at design condition:
Page 1 of 6

State Stormwater Permit
Permit No. SW6101204
a. Infiltration Basin for drainage area number 22 as per the attached approved Infiltration
Basin Supplement dated December 1, 2010.
b. Infiltration Basin for drainage area number 23 as per the attached approved Infiltration
Basin Supplement dated December 1, 2010.
C. Infiltration Basin for drainage area number 24 as per the attached approved Infiltration
Basin Supplement dated December 1, 2010.
d. Receiving Stream/River Basin: Little Cross Creek / Cape Fear Basin
e. Stream Index Number: 18-27-4-(1)
f. Classification of Water Body: WS-IV(
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass 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.
6. The facilities shall be constructed as shown on the approved plans. This permit shall become
voidable unless the facilities are constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
7. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate easements or
agreements at all times.
Page 2 of 6

State Stormwater Permit
Permit No. SW6101201
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
1. This permit is not transferable to any person or entity except after notice to and approval by
the Director. In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form to the Division of Water Quality, signed by
both parties, and accompanied by the appropriate 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.
2. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to:143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal) 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 reissuance or termination does not stay any permit
Page 3 of 6

State Stormwater Permit
Permit No. SW6101201-
condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater controls 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 3rd day of January 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
forColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No. SW6101201
192nd EOD, 5th Company Operations Facility
Stormwater Permit No. SW6101201
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,
192ntl EOD, 5`" Company Operations Facility
(Project)
for (Project Owner) hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No. SW6101201-
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 bypass structure weir elevation, if necessary, is per the approved plan.
_6. The bypass structure, if necessary, is located per the approved plans.
7. A Trash Rack is provided on the bypass structure, if necessary.
_8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-circuiting or
erosion of the system.
_11. The permitted amounts of surface area and/or volumes have been provided.
_12. All required design depths are provided.
_13. All required parts of the system are provided.
_14. 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, Suite 714
Fayetteville, INC 28301
Page 6 of 6

,V��
•--D1NQ USEbNLY` _-
Date Received
Fee Paid
Permit Number
Applicable Rul s: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 9Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resourc �'@150 V
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIC N 61W 0 9 2010
This fornt may be photocopied for use as an original
I. GENERAL INFORMATION
r
1. Project Name (subdivision, facility, or establishment name -should be consistent withprojectname
specifications, letters, operation and maintenance agreements, etc.): rC8 01201,
2. Location of Project (street address):
Transportation Street
City:Fort Bragg County:Cumberland
3. Directions to project (from nearest major intersection):
Begin at the intersection of S Eastern Blvd (US-301) and Martin Luther King it Fwv (NC-87); south on S
Eastern Blvd (US-301); right onto Owen Drive which becomes All American Freeway (north); exit onto Reilly
St (north); left onto Normandy St (west);
right onto Zabitowsky Rd (south); left onto Honeycutt Rd (east) and pass under All American Freeway;
right onto Watson St (south); left onto Transportation St (east); left onto Lane St (north); left into site (west)
4. Latitude:35° 08' 08.14" N Longitude:78° 57' 43.91" 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 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 ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
®Sedimentation/Erosion Control: 3 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permitProject Name: 1`13-192nd EOD, 5w Company Operations Facility; ject
ID: CUMBE-2011-049; August 31, 2010, NCDENR Division of Land Resources Land Quality Section Letter of
Approval Express Review Option
Fonn SWU-101 Version 07July2009 Pagel of6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Directorate of Public Works (DPW)
Signing Official & Title:Mr. Craig Lantz, Water Management Branch (WMB)
b.Contact information for person listed in item 1a 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
CityTort Bragg State: NC Zip:28310-5000
Phone: ( 910 ) 396-2301 Fax: ( 910 ) 907-2420
Email:iennings.c.lantzOus.army.mil
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Di rectorate of Public Works (,DPW)
Signing Official & Title:Mr. Craig Lantz, Water Management Branch (WMB)
b.Contact information for person listed in item 2a above:
Street Address:2175 Reillv Road StoD A
City:Fort Bragg State:NC Zip:28310-5000
Mailing Address (if applicoble):2175 Reilly Road Stop A
City:Fort Bragg State: NC Zip:28310-5000
Phone: ( 910 ) 396-2301 Fax: ( 910 ) 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 State: NC Zip:28310
Phone: ( 910 ) 396-2301 Pax: (910 ) 907-2420
Email: [e-mail]
4. Local jurisdiction for building permits: _N/A
Point of Contact: Phone #: ( )
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from sheet flow, downspout splash blocks, and underground downspout piles flows
into 3 new infiltration basins throughout the project site.' Grassed areas located uphill of the basins
rovide pretreatment filtering. The basins are designed in accordance with NCDENR BMP Manual 16.3.914
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.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 Cape Fear River basin.
4. Total Property Area: 3 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:3 acres
Total project area shall be calculated to exclude the folkniing the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nornml High Water (NHW) line or Mean High 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 wetlantds landrard of the NHW (or MHW) line uwy
be included in the total project area. I
✓/
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 0.21 %
9. How many drainage areas does the project have?3 (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. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area 22
Draina e Area 23
Draina a Area 24
Draina eArea _
Receiving Stream Name
Little Cross
Creek
Little Cross
Creek
Little Cross
Creek
Stream Class
WS-IV
WS-IV
WS-IV
Stream Index Number *
18-27-4-(1)
18-27-4-(1)
18-27-4-(1)
Total Drainage Area (so
49223
20038
20474
On -site Drainage Area (so
49223
20038
20474
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area** (so
22652
1742
3049
% Impervious Area** total
46.0
8.7
14.9
Impervious- Surface Area
Drainage Area
Drainage Area _-
Drainage Area
Drainage Arear -
On -site Buildings/Lots (so
13357
2614
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
1215
400
369
Other on -site (so
8080
1342
66
Future (so
Off -site (so
Existing BUA*** (so
Total (so:
22652
1742
3049
* Stream Class and Index Number can be detennined at: Idtn://ln2o.ennstate.tic.us/bias/reportslreportsWB.lttnd
impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideroalks, gravel areas, etc.
Form SWU-101 Version 07July2009 Page 3 of 6

'Report only that aruount 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.
11. How was the off -site impervious area listed above determined? Provide documentation. Not Applicable
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe 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
fromhU://h2o.enr.state.nc.us/su/bmp 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 hn://h2o.enr.state.nc.us/su/bmp forms.htm.
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.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
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.
6F
Form SWU-101 Version 07July2009 Page 4 of

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). �>
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify (�
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
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.
http: / /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.htmttdeed 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 permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Greg Breetz
Consulting Firm: Burgess and Niple, Inc.
Mailing Address:312 Plum Street -12f Floor
City:Cincinnati State:OH Zip:45202
Phone: (513 ) 579-0042
Email:[e-mail]
Fax: (513 ) 579-0321
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe 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 h/pe name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1b) 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 07July2009 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. 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.
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 listed is 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 stormwter rules under 15A,IC, Ai 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date: 23 A6 2010
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 expires
Form SWU-101 Version 07Ju1y2009 Page 6 of

Permit No. SV b I o (7,b I
(to be provided by DWq)
/_ �0f WAT(aq L
©/ �',, STORMWATER MANAGEMENT PERMIT APPLICATION FORM oW'€
NCDENIV 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Drainage area
649,22300 k(t2
Impervious area
:<,:22,652.00_'•�°`ift
Approved Stormwater P'erroit Documents
Percent impervious
0.46
%
Construction in accordance wth these documents is
required by the stormwater permit. North Carolina
Design rainfall depth
✓Gt L 00
,`= in
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
Peak Flow Calculations
plans and specs; and certify compliance with the
1-yr, 24-hr rainfall depth
in
stormwater rules. (15A NCAC 2H .1008
1-yr, 24-hr intensity
013
`inlhr
Parrnk # 5 W 61 olt-o I Date I �Z
Pre -development 1-yr, 24-hr discharge
:2 87
, ft3lsec
by ---CI- NC Division of Water Quality
Post -development 1-yr, 24-hr discharge
sec
Sheol #—S'�?�lr+`n fi Revision Date / _/L/ / o
Pre/Post 1-yr, 24-hr peak flow control
ft'Isec
Storage Volume: Non -SA Waters
Minimum design volume required
r ,`2,66700
".ft3
Design volume provided
-•'2,667.00','ft3
OK for non -SA waters
Storage Volume: SAWaters
1.5' runoff volume
ft3
Pre -development 1-yr, 24-hr runoff volume
Y ^ ft'
Post -development 1-yr, 24-hr runoff volume
i ft3=�
Minimum required volume
ft3
Pit
Volume Provided
°'..._,_ .'e'ft3
ES2011p7
Soils Repoli Summary
Soil type
SP SM (sod mix).:""
Infiltration rate
%052, in/hr
SHWT elevation
--`,241.83 2. •,"fmsl
Basin Design Parameters
Drawdown time '1.4 90 days OK ,
Basin side slopes .-:.400 :t OK
Basin bottom elevation-?24400 =, �.fmsl OK
Storage elevation ' �245 48.. _:,;i fmsl zw "
Storage Surface Area -,'.2,68200 ;';ft
..
Top elevation , <246 85 fmsl
Ci3JttIS
Basin Bottom Dimensions f, a
Basin length 76;.17 & 17 ;tft
Basin width 9h12 &6 1"aft
Bottom Surface Area r.:::957.00.:,..„?.. fl' of r,c II 7
Form SW401-Infiltration Basin-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit No. 5V 6 f 0 t 2­6 1
(to be Provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
1Oi"_'111".'.:`', ac-in
OK
Length of vegetative filter for overflow
It
OK
Distance to structure
It
OK
Distance from surface waters
9000 It
OK
Distance from water supply well(s)
It
OK
Separation from impervious soil layer
-1 It
4n a Y�
OK
Naturally occuring soil above shwt
2.00N,"I'lls.ft
OK
Bottom covered with 4-in of clean sand?
y"V,', WorN)
OK
Proposed drainage easement provided?
(Y or N)
OK
Capures all runoff at ultimate build -out?
(Y or N)
OK
Bypass provided for larger storms?
G,'21a,_"
OK
Pretreatment device provided
-
grasSfifler strip
Form SW401 -infiltration Basin-Rev.4 Parts I. & 11. Design Summary, Page 2 of 2

Permit No. .S W (0 ( b (Lo 1
(to be provided by DWQ)
IIL REQUIRED ITEMSPOKLIST(`
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial
below. If a requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
CG111
- Design at ultimate build -out,
CG802
- Off -site drainage (if applicable),
CG802
- Delineated drainage basins (include Rational C coefficient per basin),
CG113
- Basin dimensions,
CG113
- Pretreatment system,
SEE NOTE-1
- High flow bypass system,
CG113
- Maintenance access,
SEE NOTE-2
- Proposed drainage easement and public right of way (ROW),
CG111, C-512
- Overflow device, and
SEE NOTE-2
- Boundaries of drainage easement.
4b2.
Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
SEE NOTE-1
- Bypass structure,
CG113
- Maintenance access,
CG113, C-511
- Basin bottom dimensions,
C-511, C-512
- Basin cross-section with benchmark for sediment cleanout,
CG113, C-512
- Flow distribution detail for inflow,
SEE NOTE-1
- Vegetated filter, and
CG-113, C-503, C-512 - Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
C-511, C-512
- Pretreatment and treatment areas, and
C-511, C-512
- Inlet and outlet structures.
Form SW401-Infiltration Basin-Rev.4 Page 1 of 2 Part III. Required Items Checklist, Page 1 of 2

Permit No. �W k t 0 12Q f
(to be provided by DWQ)
/•"F�_ C-511 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
SEE NOTE-3 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Q C-501 6. A construction sequence that shows how the infiltration basin will be protected from sediment unfit the
J� entire drainage area is stabilized.
SEE NOTE-4 7. The supporting calculations.
ENCLOSED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
SEE NOTE-2 9. A copy of the deed restrictions (if required).
j 71 NOTE-1
NOTE-2
NOTE-3
NOTE-4
INFILTRATION BASINS ARE DESIGNED PER NCDENR BMP MANUAL 16.3.9(4), THE 10 YEAR, 24
HOUR EVENT CAN BE INFILTRATED WITHOUT DISCHARGING THE SYSTEM USING AN
INFILTRATION RATE OF ONE-HALF OF THE INFILTRATION RATE REPORTED IN THE SOILS
REPORT. NO BYPASS, NO VEGETATED FILTER STRIP, AND NO ADDITIONAL STORAGE
VOLUME IS REQUIRED. SEE CALCULATIONS..
THIS PROJECT IS LOCATED ON A FEDERAL MILITARY BASE, FORT BRAGG, NC.
SEE SPECIFICATIONS SECTION A: QBS INC. REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION APPENDIX IV
SEE DESIGN ANALYSIS AND CALCULATIONS
Form SW401-infitration Basin-Rev.4 Page 2 of 2 Part III. Required Items Checklist, Page 2 of 2

Permit No. SW 6 f 0 12, 01
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
HCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /11) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
JIODESIGNJNFORMATIONV��. tA4—VZ-=-i
Site Characteristics
Drainage area
Impervious area
fe
Percent impervious
0.09 %
Design rainfall depth
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
'3.06 in
1-yr, 24-hr intensity
?013 inlhr
Pre -development 1-yr, 24-hr discharge
3
0.69 it Isec
Post -development I-yr, 24-hr discharge
ft3/sec
Pre/Post 1 -yr, 24-hr peak flow control
ft"Isec
Storage Volume: Non -SA Waters
Minimum design volume required
00
Design volume provided
3
641 00 s. i. it
Storage Volume: SA Waters
1.5' runoff volume
ft3
Pre -development 1 -yr, 24-hr runoff volume
3
Post -development 1-yr, 24-hr runoff volume
3
Minimum required volume
ft3
Volume provided ft3
Solis Report Summary
of W A
O
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the storrinwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction: certify conformity with the
plans and specs; and certify compliance with the
Stomirwater rules. It 5A NCAC 2H .1008 (J))
Permit # SWfo f 0 1 " I Date 17 I i,
by &L — — NC Division of Water Quality
Shect#— — —Revision Date—tAdAv
OK for non -SA waters
Soil type
SP-SM (Soil mix)�
Infiltration rate
,0.52�" inlhf
SHWT elevation
fmsl
qit"01ril, CAIJO
Z/
Basin Design Parameters
%%0 ..........
Xless/`- 29
Z .00 0
DTawdown time
days OK
Basin side slopes
OK
SEAL
Basin bottom elevation
'�
-,��,246. "'frrSl OK
036708
Storage elevation
.''246.91 rfmsl
Storage Surface Area
IN
Top elevation
fmsl
.... ......
Basin Bottom Dimensions
Basin length
Basin width
12.00-7,� it
Bottom Surface Area
Fann SW401-Infiftration Basin-Rev.4 Paris I. & 11. Design Summary, Page 1 of 2

Permit No. 5W t I () 1 2-a 1
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
ac-in
OK
Length of vegetative filter for overflow
it
OK
Distance to structure
25.00 it
OK
Distance from surface waters
300.00 ft
OK
Distance from water supplywell(s),:
n/ax.oift
OK
Separation from impervious soil layer
it
OK
Naturally occuring soil above shwt
it
OK
Bottom covered with 4-in of clean sand?
(Y or N)
OK
Proposed drainage easement provided?
n1a (Y or N)
OK
Capures all runoff at ultimate build -out?
(Y or N)
OK
Bypass provided for larger storms?
>�'fila (Y or N)
OK
Pretreatment device provided
Form SW401-Infiltration Basin-Rev.4 Pads 1. & 11. Design Summary, Page 2 of 2

Permit No. S W b ( Of ZO f
(to be provided by DWa)
III, -REDUI,REDIITEMS CHECKLIST.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial
below. If a requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
CG111
- Design at ultimate build -out,
CG802
- Off -site drainage (if applicable),
CG802
- Delineated drainage basins (include Rational C coefficient per basin),
CG113
- Basin dimensions,
CG113
- Pretreatment system,
SEE NOTE-1
- High flow bypass system,
CG113
- Maintenance access,
SEE NOTE-2
- Proposed drainage easement and public right of way (ROVE,
CG111. C-512
- Overflow device, and
SEE NOTE-2
- Boundaries of drainage easement.
�I
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
SEE NOTE-1
- Bypass structure,
CG113
- Maintenance access,
CG113, C-511
- Basin bottom dimensions,
C-511, C-512
- Basin cross-section with benchmark for sediment cleanout,
CG113, C-512
- Flow distribution detail for inflow,
SEE NOTE-1
- Vegetated filter, and
CG-113, C-503. C-512 - Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
C-511, C-512
- Pretreatment and treatment areas, and
C-511. C-512
- Inlet and outlet structures.
Form SW401-Infiltration Basin-Rev.4 Page 1 of 2 Part III. Required Items Checklist, Page 1 of 2

Permit No. 5 w 4 1 6 1 Ze 1
(to be provided by DWQ)
C-511 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided
SEE NOTE-3
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
(� g
C-501
6. A construction sequence that shows how the infiltration basin will be protected from sediment unfit the
entire drainage area is stabilized.
SEE NOTE-4
7. The supporting calculations.
ENCLOSED
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�+g
SEE NOTE-2
9. A copy of the deed restrictions (if required).
NOTE-1
NOTE-2
NOTE-3
NOTE-4
INFILTRATION BASINS ARE DESIGNED PER NCDENR BMP MANUAL 16.3.9(4), THE 10 YEAR, 24
HOUR EVENT CAN BE INFILTRATED WITHOUT DISCHARGING THE SYSTEM USING AN
INFILTRATION RATE OF ONE-HALF OF THE INFILTRATION RATE REPORTED IN THE SOILS
REPORT. NO BYPASS, NO VEGETATED FILTER STRIP, AND NO ADDITIONAL STORAGE
VOLUME IS REQUIRED. SEE CALCULATIONS..
THIS PROJECT IS LOCATED ON A FEDERAL MILITARY BASE, FORT BRAGG, NC.
SEE SPECIFICATIONS SECTION A: QBS INC. REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION APPENDIX IV
SEE DESIGN ANALYSIS AND CALCULATIONS
Form SW401-Infllration Basin-Rev.4 Page 2 of 2 Part III. Required Items Checklist, Page 2 of 2

Permit No. 3Wb ( c ISO
(to be provided by DWo)
TASTORMWATER MANAGEMENT PERMIT APPLICATION FORM
WNW- 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN 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 Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
3,049.00 -;
0,15 %
1i00 in
.3,'03.06.,..,'^ii in
0:13 %`r"inmr
0i78,..:': ft'/sec
itIsec
ft'Isec
727.00
ft'
r�727.00 : ft'
ft�
SP`SM (sotl mlx)
�a.052 ^'': inlhr
?<243.83 " `frost
:
4.90.. » : days
246.00 ?'fmsl
:KnZ246.981 ? afmsl
'w1;679 W � ` ftz
',TC248l10 fmsl
,160.00 fit"
of WATF',
h
O Y
Approved Stormwater Perralit Documents
Construction in accordance with these documents is
required by the sturmwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs, and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Permit 4_$6 (0IZ O Date f t t
by l! L NC Division of Water Quality
Sherd # 5_ C(rLw.t. _Revision Date 1L f Ito
OK for non -SA waters
OK
OK
OK
Form SW401-Infiltration Basin-Rev.4 Parts I. S II. Design Summary, Page 1 of 2

Permit No. 5W4 ( 0 (2-0 1
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
ac-in
OK
Length of vegetative filter for overflow
OK
Distance to structure
OK
Distance from surface waters
^300. 00 ft
OK
Distance from water supply well(s)
`ft
OK
Separation from impervious soil layer
It
OK
Naturally occuring soil above shwt
4 2.00 ft
OK
Bottom covered with 4-in of clean sand?
Ar," (Y or N)
OK
Proposed drainage easement provided?
2"'n/a (Y or N)
OK
Capures all runoff at ultimate build -out?
(Y or N)
OK
Bypass provided for larger storms?
N)
OK
Pretreatment device provided
grass filter
Form SW401-Infiftraflon Basin-Rev.4 Parts I. & u. Design Summary, Page 2 of 2

Permit No. 7' 6 ( o 1210 1
(to be provided by DWQ)
III'IREQUIREDIITEMSiCHE( KLIST+
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial
below. If a requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
(�
1. Plans (1" - 50' or larger) of the entire site showing:
CG111
- Design at ultimate build -out,
CG802
- Off -site drainage (if applicable),
CG802
- Delineated drainage basins (include Rational C coefficient per basin),
CG113
- Basin dimensions,
CG113
- Pretreatment system,
SEE NOTE-1
- High flow bypass system,
CG113
- Maintenance access,
SEE NOTE-2
- Proposed drainage easement and public right of way (ROW),
CG111, C-512
- Overflow device, and
SEE NOTE-2
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
SEE NOTE-1
- Bypass structure,
CG113
- Maintenance access,
CG113. C-511
- Basin bottom dimensions,
C-511, C-512
- Basin cross-section with benchmark for sediment cleanout,
CG113, C-512
- Flow distribution detail for inflow,
SEE NOTE-1
- Vegetated filter, and
CG-113, C-503. C-512 - Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
C-511. C-512 - Pretreatment and treatment areas, and
C-511, C-512 - Inlet and outlet structures.
Forrn SW401-Infiltration Basin-Rev.4 Page 1 of 2 Part III. Required Items Checklist, Page 1 of 2

Permit No. 5 tv 6 6 t t 2 0(
(to be provided by DWQ)
C'�S- C-511 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
SEE NOTE-3 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
CW results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
�R C-501 6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
1� entire drainage area is stabilized.
SEE NOTE-4 7. The supporting calculations.
4 �T ENCLOSED 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
SEE NOTE-2 9. A copy of the deed restrictions (if required).
ll�r NOTE-1 INFILTRATION BASINS ARE DESIGNED PER NCDENR BMP MANUAL 16.3.9(4), THE 10 YEAR, 24
HOUR EVENT CAN BE INFILTRATED WITHOUT DISCHARGING THE SYSTEM USING AN
INFILTRATION RATE OF ONE-HALF OF THE INFILTRATION RATE REPORTED IN THE SOILS
REPORT. NO BYPASS, NO VEGETATED FILTER STRIP, AND NO ADDITIONAL STORAGE
VOLUME IS REQUIRED. SEE CALCULATIONS..
NOTE-2 THIS PROJECT IS LOCATED ON A FEDERAL MILITARY BASE, FORT BRAGG, INC.
NOTE-3 SEE SPECIFICATIONS SECTION A: QBS INC. REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION APPENDIX IV
NOTE-4 SEE DESIGN ANALYSIS AND CALCULATIONS
Form SW401-Infiltration Basin-Rev.4 Page 2 of 2 Part III. Required Items Checklist, Page 2 of 2

Permit Number: sw 6 i o (2-o (
(Io be provided by DWQ)
Drainage Area Number: 2 2
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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:
Potentialproblem:
How 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
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
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.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: 5W b to ( 2-6 1
(to be provided by DWQ)
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:192nd EOD 5th Company Operations Facility located at Fort Bragg, NC
BMP drainage area
Print name:Mr. Craig Lantz
Title: Directorate 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 1 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: 9 ✓ra 1 012p 1
(to be provided by DWQ)
Drainage Area Number: Z 3
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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 or
Swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
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.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1756.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: 5 W(!) 1012b I
(to be provided by DWQ)
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: I92nd EOD, 5th Company Operations Facility located at Fort Bragg NC
BMP drainage area number:23
Print name:Mr. Craig Lantz
Title:Directorate of Public Works (DPW) /Water Management Branch (WMB)
Address:2175 Reilly Road Stop A, Fort Bragg NC 28310-5000
l Ma ._ 0-- /WV LV/V
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 infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission
Form SW401-infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 2 4
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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 or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
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 woblems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page l of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced,
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer,of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: 5W &1011
(to be provided by DWQ)
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: I92nd EOD, 5th Company Operations Facility located at Fort Bragg NC
BMP drainage area number:24
Print name:Mr. Craig Lantz
Title: Directorate 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 infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3