SW6120602_CURRENT PERMIT_20121004

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
NO.
SW1((p4
PERMIT
DOC TYPE
CURRENT PERMIT
ff
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
&,� 0 D�
YYYYMMDD

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. David Heins
Fort Bragg Directorate of Public Works
2175 Reilly Road, Stop A
Fort Bragg, NC 28310-5000
Division of Water Quality
Charles Wakild, PE
Director
October 4, 2012
Subject: Stormwater Permit No. SW6120602
SOF Access Control Point
High Density Infiltration Basin Project
Cumberland County
Dear Mr. Heins:
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Pert -nit Application for SOF
Access Control Point on October 3, 2012, Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and
Session Law 2006-246. We are forwarding Permit No. SW6120602, dated October 4, 2012, for the construction,
operation and maintenance of the subject project and the stormwater BM Ps.
This permit shall be effective from the date of issuance until October 4, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the procedures for
transfer of the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter ISO of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Robert Patterson at [phone]; or
[e-mail].
Sincerely,
for Charles Wakild, PE
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer j
Cc: SW6120602 File
Ec: Jared Lock - Mason & Hanger
Lee Ward - Fort Bragg DPW-WMB
Mike Lawyer- Fayetteville Regional Office
NorthCarolina
Aatmraii

State Stormwater Permit
Permit No. SW6120602
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
SOF Access Control Point
Lamont & McKellars Rd., Fort Bragg, Cumberland County
FOR THE
construction, operation and maintenance of four (4) infiltration basins 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 October 4, 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 1.8 of this permit. The stormwater control has been
designed to handle the runoff from 42,333 square feet of impervious area.
3. The infiltration basins are designed, and must be maintained, to capture and
infiltrate 2.5x the minimum treatment volume in lieu of providing a vegetated filter
strip and bypass.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8
of this permit, and as shown on the approved plans.
5. 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.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Permit
Permit No.
SW6120602
7. The built -upon areas associated with
this project shall be
located at least 30 feet
landward of all perennial and intermittent surface
waters.
8. The following design criteria have been permitted for the
infiltration basins and
must be provided and maintained at design condition:
Basin 1
Basin 2
Basin 3
Basin 4
a. Drainage Area, acres:
0.29
0.30
0.47
0.91
Onsite, ft2:
12,632
12,981
20,647
39,509
Offsite, ft2:
0
0
0
0
b. Total Impervious Surfaces, ft2:
6,045
5,887
10,542
19,859
Onsite, ft2:
6,045
5,887
10,542
19,859
Offsite, ftZ:
0
0
0
0
c. Design Storm, inches:
1.0*
1.0*
1.0*
1.0*
d. Basin Depth, feet:
1.45
3.00
2.00
2.60
e. Bottom Elevation, FMSL:
323.50
313.50
312.50
308.00
f. Bottom Surface Area, ft2:
200
970
858
716
g. Bypass Weir Elevation, FMSL:
324.95
316.50
314.50
310.60
h. Permitted Storage Volume, ft3:
669
6,128
2,528
5,730
i. Type of Soil:
silty sand
sand clay loam
sandy clay loa nIsandy
clay loam
j. Expected Infiltration Rate, inlhr:
5.0
5.0
4.3
2.4
k, Seasonal High Water Table, FMSL:
297.0
297.0
297.0
297.0
I. Time to Draw Down, days:
1.0
1.0
1.0
2.0
m. Receiving Stream/River Basin:
Cypress Creek
1 Cape Fear
n. Stream Index Number:
18-23-23
o. Classification of Water Body:
"WS-III"
*1.0" for minimum treatment volume; see 1.3. above.
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal. . ,
C. Mowing and revegetation of slopes and vegetated areas.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of overflow structure, infiltration media,
flow spreader, catch basins, piping and vegetated swales.
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.
I I Page 2 of 6

State Stormwater Permit
Permit No. SW6120602
6. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
7. 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 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 was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing'to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable 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.
Page 3 of 6

State Stormwater Permit
Permit No. SW6120602
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 condition.
8. 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 4th day of October, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No. SW6120602
SOF Access Control Point
Stormwater Permit No. SW6120602
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)
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. SW61 20602
Certification Requirements:
Page 2 of 2
_1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the -system.
5.. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
.8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and volume have been provided.
.12, Required drawdown devices are correctly sized per the approved plans.
13, All required design depths are provided.
14. All required parts of the system are provided, such as overflow weirs,
energy dissipaters, and the pipes and inlets.
15. The required dimensions of the system are provided, per the approved
plan.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systei Building Suite 714
Fayetteville, NC 28301-5043
I
Page 6 of 6

DWQ USE ONLY
ate Received
Fee Paid
Permit Number
L cS.
5 %w1#7tt4'1v)
W6f20-r-bZ
Applicabl Rul s: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 2'Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- I-IQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
rrh�o specifications, letters, operation and maintenance agreements, etc.):
�J'v $or
k� 5e Access Control Point
2. Location of Project (street address):
Intersection of Lamont Road and McKellars Road
City:Ft Bragg County:Cumberland %ip:283-10
3. Directions to project (from nearest major intersection):
Start at the intersection of Skibo Rd (4011 and Bragg Blvd (87). Continue Southwest on Skibo Rd 401 and
turn northbound onto All American Expy. Continue north on All American Expy onto Ft Brame; and turn left_
onto Longstreet Rd just past Womack Medical Center). Continue west off post and turn right on Lamont Rd.
Continue north on Lamont Rd. to the site on the right at the Lamont Rd & McKellars Rd interesction.
4. Latitude:35* 09' 00" N Longitude:79* 04' 45" 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
construction:
❑Not Started
_ , its issue date (if known) , and the status of
❑Partially Completed* ❑ Completed* *provide a designer's certifrcation
2. Specify the type of project (check one):
❑1-ow 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: 3.17 ac of Disturbed Area
❑NPDI:S Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page 1 of

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. David Heins Environmental Division Chief DPW
b.Contact information for person listed in item 1a above:
Street Address:2175 Reilly Road Stop A
City:Fort Brags; State:NC Zip:28310-5000
Mailing Address (if applicable):2"175 Reilly Road Stop A
City:Fort Bragg State: NC Zip:283'10-5000
Phone: (910 } 396-8207 Fax: (910 ) 907-2420
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. ('Phis is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State:
State:
Fax: ( )_
Zip:
Zip:
3. a. (Optional) Prink 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:Bld 0-9125 McKellars Road
City:Fort Bragg State:NC Zip:283"10
Phone: (910 ) 396-2301 Fax: ( 910 ) 907-2420
Email: lee. [e-mail]1
4. Focal jurisdiction for building permits: N/A
Point of Contact: Phone #: ( ]
Form SWU-101 Version 07Jun2O10 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how- the stormwater runoff will be treated.
Additional runoff at the site will be treated through the use of 4 infiltration basins.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the CAPS- FW-410- River basin.
4. 'Dotal Property Area: 4.0 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: 4.0 acres
Total project area shall be calculated to exclude the follozoin the normal ))roof of inr oumded structures, the area
between the banks of streams and rivers, the area below the Normal Fligh Winder (NSW, litre or Mean high Winter
(MHW) line, and coastal wetlands landward froru the NHW (or MHVV) litre. The resultant prroject area is used to
calculate overall percent built upon area (BLIA). Norr-coastal wetlands landward of the NHW (or Mf IW) line rnay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / 'Total Project Area) X 100 = 36.4 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stornavater BMP. For loup 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 �7
JIQraina a Area 2J
JDrainag—eT.,6re75 2 i
gDraina a ATeaA31
IF rana �Aie�4 P
Receiving Stream Name
Cypress Creek
Cypress Creek
Cypress Creek
C ress Creek
Stream Class
WS-Ill
WS-111
WS-III
WS-111
Stream Index Number *
18-23-23
18-23-23
18-23-23
18-23-23
Total Drainage Area (so
12632
12981
20647
39509
On -site Drainage Area (so
12632
12981
20647
39509
Off -site Drainage Area (so
0
0
0
0
Pro osed Impervious Area** (SO
6045
5887
10542
19859
Impervious Area** total
47.9
45.4
51.1
50.3
1IM"ervinusXSurface Area
lDraina a Area 11
Drau%a_ Area 21
11Jraina a Area 31
[Drama a Area 4y
On -site Buildings/ Lots (so
0
0
1200
1363
On -site Streets (so
1747
3451
3977
12847
On -site Parking_(so
0
0
0
0
On -site Sidewalks (so
0
0
0
0
Other on -site (so
0
0
0
0
Future(so
0
0
0
0
Off -site (so
0
0
0
0
Existing BUA*** (so
4298
2436
5365
5649
Total (so:
6045
5887
10542
19859
* Strewn Class and Inttex Nrrnrrber can be determined at: lrttp. oortal.nedenr.org/web/7nr1/7s/csar/classihcrrtiorrs
** Inn ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
staeWalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6

'Report only that antount of existing BUA thatWill rentain after developttrent. Do not report airy existing BUA that
is to be reproved and which will be replaced by new BUA.
11. 1-Iow was the off -site impervious area listed above determined? Provide documentation.
Protects in Union COLIMY: Contact D{4'Q Central O re staff to check if the prefect is lncated within a Threatened c4
Endangered Species watershed that may be suhfect to more stringent stvrtni,,ater requirements as per NCAC 0213.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq(ws/su/statesw/forms doesThe 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 l,ttp:/ /portal.nedennorg weir we /ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and nnre copy of the Stonnwater Management Permit Application Form.
2. Original and onre copy of the signed and notarized Deed Restrictions & Protective Covenants _ N/A
Form. (if required as per Part V11 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
htt r www.envhel p.or > a es ones to l2ex press.htin l for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
C. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, anc! the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
fh:
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SH WI' 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"x11" 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 SHWTprior
to subnnittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (I-I-C): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21-I.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.tic.us/Corporations/CSearcli.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:Uportal.ncdenr.org%web/vvq/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (Such as a
consulting engineer and/.or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting EngineerJared Lock.. eA4-r -K BY D 10 IkrLD l-i._ _F-1* IGG z4--5- , -I' • L
WHD
Consulting Firm: Mason & Hanger ^
Mailing Address:300 W. Vine Street Suite 1300
C ity: Lex ington Sta te: KY Zi p:40507-1814
Phone: (859 ) 280-3567 lax: (859 ) 253-0781
Ernail:[e-mail]
IX. PROPERTY OWNER AUTI-10RIZATION (if Contact Inf mrnmation, !tent 2 has been filled out, connplete this
section)
1, (print or type nanne of person lister[ in Contact Information, items 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listen in Contact lmrfortnation, itent 1a) with (print or type nna)nne of organization lister! in
Contact Intfo nturtion, item 7a) 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.
Dorm SWU-101 Version 07Jun2010 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Dorm 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 143-2"15.6.
Signature:
Date:
I, , a Notary Public for the State of , County of
, do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Mr. Davin Heins
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deer{ restrictions
and protective covenants will bq recor ed, and that the proposed project complies with the requirements of the
applicabl ator i water r u er N AC 2I-I .1000, SL 2006-246 (Ph. II - Post Construction) or St_ 2008-211.
F
Signature: Date: __"
I, , 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 expires
Form SWU-101 Version 07Jun2010 Page 6 of 6

Permit No. ✓6 206 D 2—
(to be provided by DWQ)
A � STORMWATER MANAGEMENT PERM? APPLICATION FORM
a
NCDENR 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.
IAP,ROJECTONF,ORMATION
Project Name
Ft Bragg ACP
Contact Person
Jared Lock
Phone Number
859-280-3567
Date
10/112012
Drainage Area Number
1 Basin 1
Site Characteristics
Drainage area
12,632.00
f?
Impervious area
6,045.00
fe
Percent impervious
47.85
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.07
in
1-yr, 24-hr intensity
1.49
inlhr
Pre -development 1-yr, 24-hr discharge
0.76
felsec
Post -development 1-yr, 24-hr discharge
0.77
fOlsec
PrefFost 1-yr, 24-hr peak flow control
0,01
w1sec
Storage Volume: Non -SA Waters
Minimum design volume required
504.00
ff
Design volume provided
669.00
ft3
OK for non -SA waters
Storage Volume: SA Waters
1.5' runoff volume
ft3
Pre -development 1-yr, 24-hr runoff volume
ft3
Post -development i-yr, 24-hr runoff volume
ft3
Minimum required volume
fe
Volume provided
ft3
Soils Report Summary
Soil type
Silty Sand
Infiltration rate
5.00
inlhr
SHWT elevation
297.00
fmsl
Basin Design Parameters
Drawdown time
1.00
days
OK
Basin side slopes
3,00
:1
OK
Basin bottom elevation
323.50
fmsl
OK
Storage elevation
32495
fmsl
Storage Surface Area
745.50
ft2
Top elevation
324.95
fmsl
Basin Bottom Dimensions
Basin length
50.00
It
Basin width
4.00
11
Bottom Surface Area
200.00
f?
Form SW401-Infiltration Basin -Revs 11 AprM 1 Paris I. & it. Design Summary. Page 1 of 2

J
Permit No.
rro be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
0,30
ac-in
OK
Length of vegetative filter for overflow
nla
ft
OK
Distance to structure
134.00
ft
OK
Distance from surface waters
200.00
ft
OK
Distance from water supply well(s)
200.00
ft
OK
Separation from impervious soil layer
27.00
ft
OK
Naturally occuring soil above Owl
27.00
ft
OK
Bottom covered with 4-in of clean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Bypass provided for larger storms?
y
(Y or N)
OK
Pretreatment device provided
Vegetated Swale
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & il. Design Summary, Page 2 of 2

7 -%%
Permit No. SW 6 /Z OGU Z
(to be provided by D WO)
ATA
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
ao OF wA regO�
MEW 401 CERTIFICATION APPLICATION FORM Y
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-hrdischarge
PrelPost 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
SNWT 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
Ft Bragg ACP
Jared Lock
859-290-3567
101112012
1 Basin 2
12,981.00 fe
5,887.00 f?
45.35 %
1.00 in
3.07 in
1.49 inihr
0.60 0sec
0.85 Wisec
0.25 folsec
491,00 113
6,127.50 ft'
71
It
ft 3
ft'
ff3
sandy clay loam
5.00 inlhr
297.00 fmsl
OK for non -SA waters
1.00 days CK
3.00 1 OK
313.50 fmsl 0K
316.50 fmsl
3,220.00 fe
316.50 tmsl
97.00 ft
10.00 ft
970.00 f?
Form SW401-Infiltration Basir-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
0.30
ac-in
OK
Length of vegetative filter for overflow
nla
ft
OK
Distance to structure
76.00
It
OK
Distance from surface waters
200.00
It
OK
Distance from water supply well(s)
200,00
ft
OK
Separation from impervious soil layer
19.00
h
OK
Naturally occuring sail above shwt
19.00
ft
OK
Bottom covered with 4-in of clean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Bypass provided for larger storms?
y
(Y or N)
OK
Pretreatment device provided
Vegetated Swale
Farm SW401-Infiltration Basin-Rev,5 11Apr2o11 Parts i. & II. Design Summary, Page 2 of 2

Permit No. S W b 12 Q60Z
(10 be provided by DING)
�MSTORMWATER MANAGEMENT PERMIT APPLICATION FORM
P T
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) 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
PrelPost 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
Ft Bragg ACP
Jared Lock
859-280-3567
101112012
1 Basin 3
20,647,00 (12
10,542.00 ft2
51.06 %
1.00 in
3.01 in
1.49 inlhr
1.07 ft3lsec
1.21 ft3lsec
0.14 ft3lsec
878.50 {t3
2,528.00 {t3
ft 3
fe
fe
ft3
ft3
sandy clay loam
OK for non -SA waters
4.30
inlhr
297.00
fmsl
1.00
days OK
3,00
1 OK
312.50
tmsl OK
314.50
fmsl
1,715,50
tt2
314.50
fmsl
35.00
ft
24.50
ft
857.50
ft2
Form SW401-Intiltraiion Basin-Rev.5 11Apr2011 Parts I, & 11. Design Summary, Page 1 of

Permit N
(to be provided by DWQ)
Additional Information
Maximum runoff to each 'inlet to the basin?
0.30
ac-in
OK
Length of vegetative filter for overflow
nla
It
OK
Distance to structure
62,00
ft
OK
Distance from surface waters
200.00
ft
OK
Distance from water supply wells}
200.00
ft
OK
Separation from impervious sail layer
15.00
ft
OK
Naturaiiy occuring soil above shwt
15,00
ft
OK
Bottom covered with 4-in of clean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Bypass provided for larger storms?
y
(Y or N)
OK
Pretreatment device provided
Vegetated Swale
Form SW401-Infiltration Basir.Rev.5 11Apr2011 Parts I. & It. I]esign Summary, Page 2 of 2

Permit No, St V6 i Z OGO Z-
(fo be provided by DWQJ
9�0� WATFgQG
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
.v�� rnrw P Y
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part t)l) must be printed, filled out and submitted along with all of the required information,
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Ft Bragg RCP
Jared Lock
859-280-3567
101112012
1 Basin 4
Site Characteristics
Drainage area
39,509.00
ftz
Impervious area
19,859.00
ftz
Percent impervious
50.26
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.07
in
1-yr, 24-hr intensity
1.49
inthr
Pre -development 1-yr, 24-hr discharge
1,82
ft3lsec
Post -development 1-yr, 24-hr discharge
2.88
ft3isec
PretPost 1-yr, 24-hr peak flow control
1,06
ft3lsec
Storage Volume: Non -SA Waters
Minimum design volume required
1,655.00
ft3
Design volume provided
5.729.50
rya OK for non -SA waters
Storage Volume: SA Waters
1.5" runoff volume
ft3
Pre -development 1-yr, 24-hr runoff volume
ft3
Past -development 1-yr, 24-hr runoff volume
It
Minimum required volume
rya
Volume provided
ft3
Soils Report Summary
Soil type
sandy clay loam
Infiltration rate
2.40
inlhr
SHWT elevation
297.00
fmsl
Basin Design Parameters
Drawdown time
2.60
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
308.00
fmsl OK
Storage elevation
310.60
fmsl
Storage Surface Area
3,903.00
ft 2
Top elevation
310.60
fmsl
Basin Bottom Dimensions
Basin length
159.00
ft
Basin width
4,50
ft
Bottom Surface Area
715.50
fe
Form SW401-Infiltration Basin-Rev.5 11Ap2011
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by D WO)
Additional Information
Maximum runoff to each inlet to the basin?
0.30
ac-in
OK
Length of vegetative filter for overflow
nla
ft
OK
Distance to structure
32.00
ft
OK
Distance from surface waters
200.00
ft
OK
Distance from water supply well(s)
200.00
ft
OK
Separation from impervious soil layer
11.00
ft
OK
Naturally occuring soil above shwt
11.00
ft
OK
Bottom covered with 4-in of clean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Bypass provided for larger storms?
y
(Y or N)
OK
Pretreatment device provided
Vegetated Swale
Form SW401-Inliltration Basin. Rev.5 11Apr2C11 Parts I. & II. Design Summary. Page 2of 2

Permit Number: SVc .12060 2-
(to he provided by DWQJ
17rainage Area Number:
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 Iocation
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:
Mow l 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:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
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.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
Search for the source of the
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.
Replace the top few inches of filter
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.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
immediately.
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
norm SW401-Infiltration Basin O&M-Rev.3 Page 2 of'3

Permit Dumber: 5 w61 2-CC e7 L
(to he provided by DWO)
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.
Projecl name:SOF Access Control Point
BMP e1raintige area number: Basin 1
Print name:Mr. David Heins
'Fit]e:1)irectorate of Public Works/Cllief-I?nvironmental Division
Address:2175 Reilly Road Stop A, Fort Bragg, NC 28310-5000
Phone: (91 W-96,9207 /i A , /% r
Signature:_
Date: S,
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,
SLAL
My commission expires
Dorm SW401-Infiltration Basin O&M-Rev.3 Page 3 of3

Permit Number: SW 6 12e�D2
(to be provided by 0KQ)
Drainage Area Number: 2—
Infiltration Basin Operation and Maintenance Agreement
1 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 the roblem:
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 formers.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lirne 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 problenis with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of'3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential Problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
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.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
]land. If pesticides are used, wipe
them on the plants rather than
spraying.
Search for the source of the
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.
Replace the top few inches of filter
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.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
immediately.
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or. replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 Of'3

Permit Number .5 W L ) Zv60Z
(10 be provided by DH'Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ ofany
problems with the system or prior to any changes to the system or responsible party.
Project name:SOF Access Control Point
BAV drainage area number:Rasin 2
Print name:Mr. David Heins
Title: Directorate of Public Works/Chief-Environmental Division
Address:2175 Reilly Road Stop A, Fort Brat-, NC 28310-5000
Phone:
Signati
Date: C ✓� 2 —
Note, The legally responsible party shou]d 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 expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: 5 we l 2 e)Goz-
(10 be provided by Dll'Q)
Drainage Area Number: _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:
Potential roblem:
How 1 wilI 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),
l rosion 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-Rcv.3 Page 1 o1'3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced,
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs revair.
Clogging has occurred.
The outlet device is damaged
I'srosion or other signs of
damage have occurred at the
outlet.
flow I will remediate the problem:
Search for the source of the
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 BVIP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
Search for the source of the
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.
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consultan appropriate professional
for a more extensive repair. _
Remove the plants by hand or by�
wiping them with pesticide (do not
Remove shrubs or trees
immediately.
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
form 5W401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: S k/6 I Z O W L
(to he provided h), UWQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance ofthe 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 nafne:SOF Access Control Point
BAIP (Irainage area number:Basin 3
Print name:Mr. David Heins
Title:Directorate of Public Works/Chief-Environmental Division
Address:2175 Reilly Road Stop A, Dort Brwzi4, NC 29310-5000
Ph
Sil
Date:
Note: The legally responsible party should not be it homeowners association unless more than 50% of
the lots have been sold and it resident ol'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 expires
Form SW401-infiltration Basin O&M-Rev.3 Page 3 of3

Permit Number:.5r'✓g 120602
(to be provided h DWQ)
Drainage Area Number: -
Infiltration Basin Operation and Maintenance Agreement
will keep a maintenance record on this BMP. This maintenance record will be kept in a
Iog 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.
rl'he 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.
Dorm SW401-infiltration Basin O&M-Rev.3
Page I of 3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurrec
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
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 11M1".
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. if pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and reneedy 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.
Replace the top few inches of filter
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.
Remove the plants by hand or by
wiping them with pesticide (do not
spray).
Remove shrubs or trees
immediately.
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
Dorm SW401-Infiltration Basin O&M-Rev.3 Page 2 o1'3

Permit Number: ;IA/6 I -L CSC o-Z-
(to he provided by DJVQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
1'roject name:SOF Access Control Point
BA4P drainage area number:11asin 4
Print name:Mr. David Heins
Title:Directorate of Public Work s/Chief=Environmental Division
Address:2175 Reilly Road Stop A, Fort
Phone
Signat
Date:.i' % L
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 ofthe subdivision has been named the president.
if
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 expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3