SW6130701_CURRENT PERMIT_20131202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEl3
YYYYMMDD

Pat McCrory
Governor
_ 4
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
Tracy E. Davis
Director
December 2, 2013
Mr. David Heins, Environmental Division Chief
Directorate of Public Works, Fort Bragg
2175 Reilly Road, Stop A
Fort Bragg, North Carolina 28310-5000
Subject: Stormwater Permit No. SW6130701 - Minor Revision
SOF Battalion Operations Facility —Fort Bragg
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Heins:
John E. Skvarla, III
Secretary
MAR 2 1 2014
The Stormwater Permitting Unit received a complete minor revision package to the existing Stormwater
Management Permit for the SOF Battalion Operations Facility PN76364-project on November 1, 2013. Staff
review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding
this minor revision dated December 2, 2013, to Permit No. SW6130701, issued July 16, 2013 for the
construction, operation and maintenance of the subject project and the stormwater BMPs.
This permit expiration date shall not change and shall be effective from the original date of issuance until July
16, 2021 and shall be subject to the conditions and limitations as specified therein, and does not supersede any
other agency permit that may be required. Please pay special attention to the conditions listed in this permit
regarding the Operation and Maintenance of the BMP(s), 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 by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150E or the North Carolina General Statutes. Per NCGS 143-
215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the
filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit
their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Bill Diuguid at [phone]; or [e-mail].
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., Director
One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
1N ort"Carolina
Location, 512 N, Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Naturally
Internet: w .ncwaterquality.org
An Equal opportunity 1Affirmative Action Employer

Mr. David Heins, Environmental Division Chief,
Directorate of Public Works, Fort Bragg
SW6130701 Minor Revision - SOF Battalion Operations Center
December 2, 2013
cc: SW6130701 File
ec: Derek Westfall, P.E., Engineering Design Technologies, Inc.
Mike Lawyer, NCDENR DEMLR, Fayetteville Regional Office,
Page 2 of 2

j � R
State Stormwater Permit
Permit No,SW6130701
SOF Battalion Operations Facility, Fort Bragg Military Reservation—PN76364, A Street
Stormwater Permit No. SW6130701
Cumberland County
Designer's Certification
I; ✓< Wer %l , as a duly registered
in the State of North Carolina, having been authorized to obsery (periodically/ weekly/
full time) the construction of the project,
SOF Battalion Operations Facility, Fort Braqq Military Reservation, PN76364, A Street
for reIIP4 B1144. (Project Owner) hereby state that, to the
best of my abilities, due bdre 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:
SEAL
Signature ��
�N%NMIJJ
Registration Number Q 3 999y .`NCA&
a. ass/
Date sZa�/��
;a SL
Page 6 of 7

Certification Requirements:
5.
State Stormwater Permit
Permit No.SW6130701
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
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, NC 28301
1 I JUL 1 9 2016
Page 7 of 7

Pat McCrory
�s r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Thomas A. Reeder
Governor Acting Director
July 16, 2013
Mr. David Heins, Environmental Division Chief
Directorate of Public Works, Fort Bragg
2175 Reilly Road, Stop A
Fort Bragg, North Carolina 28310-5000
Subject: Stormwater Permit No. SW613O7O1
SOF Battalion Operations Facility —Fort Bragg
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Heins:
John E. Skvarla, III
Secretary
MAR 2 1 2014
t
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for the
subject project on July 2, 2013. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law
2006-246. We are forwarding Permit No. SW6130701, dated July 16, 2013 for the construction, operation and
maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until July 16, 2021 and shall be subject to the conditions
and limitations as specified therein, and does not supersede any other agency permit that may be required.
Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of
the BMP(s), 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 by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per NCGS 143-
215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the
filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit
their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Bill Diuguid at [phone]; or [e-mail].
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP
for Thomas A. Reeder, Acting Director
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
JVaturallrl

Mr. David Heins, Environmental Division Chief,
Directorate of Public Works, Fort Bragg
SW6130701 — SOF Battalion Operations Center
July 16, 2013
cc: SW6130701 File
ec: Derek Westfall, Engineering Design Technologies, Inc.
Mike Lawyer, Fayetteville Regional Office
Page 2 of 2

State Stormwater Permit
Permit No.SW6130701
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 Military Reservation
SOF Battalion Operations Facility PN76364
"A" Street
Fort Bragg, Cumberland County
FOR THE
construction, operation and maintenance of two wet detention ponds and one
bioretention area in compliance with the provisions of 15A NCAC 2H .1000 and S.L.
2006-246 (hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 16, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 497,455 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 7

State Stormwater Permit
Permit No.SW6130701
7. The following design criteria have been provided
and must be maintained at design condition:
a. Drainage Area, aSres: 18.0
Onsite, ft : 784,080
Offsite, ft2: 0
b. Total Impervioys Surfaces, ft2:
Buildings ft
Roads/Parking, ft2:
Other, ft2.
Offsite, ft�:
c. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMS�:
g. Permitted Surface Area @PP ft
h. Permitted Storage Volume, ftj:
temporary pool
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft
3:
I. Forebay Volume, ft3:
m. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
497,455
74,354
407,617
15,484
0
7.0
90%
1.8 inch
235.00
20,734
292,884
242.90
in the two wet detention ponds
5.96
259,618
0
169,013
0
160,703
8,3100 (sidewalks)
3.5
90%
1.8
248.50
20,174
80,846 at
249.55
87,515 52,380
19,645 19,461
UT of Stewarts Creek / Cape Fear
18-21-1
„C"
The following design criteria have been provided in the bioretention cell and must
be maintained at design condition:
a.
Drainage Area, 9cres:
2.2
Onsite, ft :
95,832
Offsite, ft2:
0
b.
Total Imperviou� Surfaces, ft2:
21,344
Onsite, ft :
21,344
Offsite, ft2:
0
C.
Design Storm, inches:
1.8
d.
Max. Ponded Depth, feet:
One foot
e.
Seasonal High Water Table, fmsl:
234.00
f.
Planting Media Depth, feet:
2'
g.
Basin Dimensions, feet:
152'x48'
h.
Bottom Elevation, fmsl:
237.00
i.
Bottom Surface Area, ft2:
Not provided
j.
Permitted Storage Volume, ft':
5,742.0
k.
Bypass / Storage Elevation, fmsl:
240
I.
Predevelopment 1 year 24 hour:
N/A
M.
Post development 1 year 24 hour:
N/A
n.
Drawdown Time, hours:
1.7
o.
Underdrain Diameter, inches:
4"
P.
Total number of plants provided:
Sod grass
q.
Receiving Stream/River Basin:
Ut of Stewarts
r.
Stream Index Number:
18-21-1
S.
Classification of Water Body:
"C"
Creek / Cape Fear
Page 2 of 7

State Stormwater Permit
Permit No.SW6130701
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
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.
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.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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.
Page 3 of 7

State Stormwater Permit
Permit No.SW6130701
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Page 4 of 7

State Stormwater Permit
Permit No.SW6130701
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 16�h day of July, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed by William H. Diuguid
William H. Diuguid, AICP
for Thomas A. Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Permit
Permit No.SW6130701
SOF Battalion Operations Facility, Fort Bragg Military Reservation—PN76364, A Street
Stormwater Permit No. SW6130701
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,
SOF Battalion Operations Facility, Fort Bragg Military Reservation, PN76364, A Street
(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 6 of 7

State Stormwater Permit
Permit No.SW6130701
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street, Suite 714
Fayetteville, NC 28301
Page 7 of 7

/�
Permit No.
(m be provided by DWQ)
U"A
020E W ATF90
y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I.,.PRCJECTdNFORMATION',-1 r1 , :,:.,
•�,.,g.. ,..,._:._•,,., .,... -•,. 4y_u, ..-. ,- ,.. 7 ,-
-
Project name
SOF Battalion Operations Facility
Contact person
Derek Westfall
Phone number
770-988-0400
Date
71812013
Drainage area number
A
IL'DESIGN.INFORMATION'. h' `.'
' . 1 ` '' - "•' ' ,. c a „
Site Characteristics
Drainage area
879,912 112
Impervious area, post -development
518,800 g2
%impervious
58.96 %
Design rainfall depth
1.8 in
Storage volume: Non -SA Waters
/
Minimum volume required
77,063 113
Volume provided
305,577 fl3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
f13
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
tt'
Minimum volume required
ft3
Volume provided
If
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pen. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Y (Y or N)
3.1 in
45.00 limitless)
80.00 limitless)
0.13 Whir OK
0.07 f l/sec
33.34 ff'Isec
33.27 f131cen
242,90 frost
235.00 frost /
234.90 fmsl
235.50 fmsl
234.50 fmsl
228.50 fmsl
227.50 fmsl
1.0o ff
Y (Y or N)
242.9 fmsl OK
Form SW401-Wet Detention Basin-Rev.9.4118/12
Parts I, a II, Design Summary, Page 1 of 2

r
Permit No.
(to be Provided by DWO)
In, DESIGN4NFORlit .r T'u. nLt°w"c+" 1_t. _.+>•:`}t a't'''-`n,& I, M :
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ap,,,,_p.
Area, bottom of 10ft vegetated shelf, A UOAI
Area, sediment cleanout, top elevation (bottom of pond), Ao1_.d
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,,,.
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TEE removal
Coastal SAIDA Table Used?
MountairVPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V,
Area provided, permanent pool, A,,,,, pn1
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Aoe,my.i
Area, bottom of 10ft vegetated shelf, Abet mmt
42,042 tic
21,998 ft2
2.50 (unitless)
22,154 e OK
19,064 ft`
5,868 fit`
305,577 ft'
80,311 ft'
22,534 ft'
28.1%
90
N (Y or N)
Y (Y or N)
2.50 (unitless)
N (Y or N)
80,311 ft'
22,154 ft`
ft
Y (Y or N)
22,154 W
19,064 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ap, pond
5,868 ft"
"Depth" (distance blw bottom of 10ft shelf and top of sediment)
6.00 ft
Average depth calculated
4.91 ft
Average depth used in SAIDA, d., (Round to down to nearest 0.5ft)
5.0 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (If circular)
Area of orifice (if-noncimular)
Coefficient of discharge (Co)
Driving head (He)
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
N
(Y or N)
In
in2
(unitless)
ft
Y
(Y or N)
Broad Crested (unitless)
3.33
(unitless)
12
It
1.41
ft
0.07 ft'Isec
33.34 fl'Isec
0.00 fte/sec
2.00 days
3 :1
10 :1
10.0 ft
3 :1
1.6 :1
Y (Y or N)
1.0 ft
N (Y or N)
N (Y or N)
Y (Y or N)
OK
Vz
Insufficient forebay volume.
Need 3 ft min.
OK
OK
OK, draws down in 2-5 days.
/L//
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
Form SW401-Wet Detention Basin-Rev.9-4/18/12
Parts 1. & 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
c,p WA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad 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
770-988-0400
IT.,,DESIGNdNF.ORMATIONn. .�.v •, _ . s,--a+,."° r.'1 `' ` <i4'.:
Site Characteristics
Drainage area 259,618 n'
Impervious area, post -development 169,013 ft2
h impervious 65.10
Design rainfall depth 1.8 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' mnon volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr stonn peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx, at the perm. pool elevation)
Top of 10n vegetated shelf elevation
Bottom of 1Off vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
24,901 n3
46,114 n'
/OKvo
ume provided is equal to or in excess of volume required.
n3
it,
n'
n'
It
Y (Y or N)
3.1 in
45.00. (unitless)
72.00 (unitless)
0.13 iNhr OK \\\\\��{ I IC A R -'////
10.56 n31sec ��\pe' FESS/�•`/�./i
10.52 tt3lsec
:a SE�
r;
249.60 first
248.50 first � � ,•
248.10 must (� ' • ) N �. \�
24e.00 first///Fk IWES\\FP\\�
244.50 final /
243.50 first
1.00 If
Y (Y or N)
249.6 first OK
Form SW401-Wet Detention Basin-Rev.9-4/18/12
Parts 1. 811. Design Summary, Page 1 of 2

Permit No.
(m be pmvided by DW0)
111. iDESIGN'INEORMATION:r
Surface Areas
Area, temporary pool
24,814 ft'
Area REQUIRED, permanent pool
10,385 ft'
SAIDA ratio
4.00 (unitless)
Area PROVIDED, permanent pool, Aa my,y
18,898 ft` OK
Area, bottom of 10ft vegetated shelf, Ayo, ,,a,,
14,812 ft'
Area, sediment cleanout, top elevation (bottom of pond), A,,-., 6,905 ft'
Volumes
Volume, temporary pool 95,184 ft'
Volume, permanent pool, Vp,,,,. 46,114 rya
Volume, forebay (sum of forebays if more than one forebay) 12,698 ft'
Forebay %of permanent pool volume 27.5% %
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V.-Pam,
Area provided, permanent pool, Aper,-ova
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap„r,.
Area, bottom of 10ft vegetated shelf, A� o,ai,
90 %
N (Y or N)
Y (Y or N)
4.00 (unitless)
�11M
46,114 ft'
18,898 ft2
ft
It
Y (Y or N)
18,898 ft'
14,812 ft'
Area, sediment cleanout, top elevation (bottom of pond), A._.
6,905 ft2
'Depth' (distance blw bottom of 10ft shelf and top of sediment)
3.50 ft
Average depth calculated
101 It
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft)
3.0 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (If-noncircular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (Cw)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge onfce or weir)
Storage volume drwdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of towpath to width ratio
Length to width ratio
Trash rack for overflow & onfice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate buildcul?
Drain mechanism for maintenance or emergencies is'.
N
(Y or N)
in
in 2
(unitless)
It
Y
(Y or N)
Broad Crested (unitless)
3.33
(unitless)
12
ft
0.7
ft
0.04 ft/sec
10.56 ftslsec
0.00 l lsec
2.00 days
3 :1
10 :1
10.0 ft
7 :1
5.0 :1
Y (Y or N)
1.0 ft
N (Y or N)
N (Y or N)
Y (Y or N)
Insufficient. Volume does not agree with data previously entered.
Insufficient forebay volume.
Need 3 It min.
OK
OK
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
Form SW401-Wet Detention Basin-Rev.e-4118112 Parts I. & II. Design Summary, Page 2 of 2

DWQ USEONLY
Dale Received
Fee Paid
Permit Number
5 /3a7o
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW /ORW Waters ❑ Universal Storm water 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,
specifications, letters, operation and maintenance agreements, etc.):
SOF Battalion Operations Facility
2. Location of Project (street address):
A Street, South of Chicken Road
City:Fort Bragg County:Cumberland Zip:28310-5000
3. Directions to project (from nearest major intersection):
Enter off of Murchson Road (Routes 87 210) onto Bragg Boulavard. Go south on Bragg Blvd 2.5 miles to
Gruber Drive. Turn right on Gruber Drive and go 2.2 miles to Reilly Street. Turn left on Reilly Street and eo
1.5 miles to Chicken Road. Tom Right on Chicken Road and go 2.3 miles to Morganton Road. Turn left on.
Morganton Road and go 0.3 miles to D Street. Turn left on E Street. Follow E Street to a 90 degree curve to the
right where it turns into A street Go 0.25 miles to where A Street enters into the site
4. Latitude:35° 04' 46" N Longitude:79° 01' 37" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
MAR 2 1 2014
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 01-1igh 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 28.00 ac of Disturbed Area
0404/401 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 I of 6

Ill. CONTACT INFORMATION
l.a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the pect):
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 la above:
Street Address:2175 Reilly Road Stop A
City:Fort Bragg State:NC 10 Zip:28310-5000
Mailing Address (if opplicable):2175 Reilly Road Stop A
City:Fort Bragg State: NC Zip:28310-5000
Phone: 91( 0 ) 396-8207
Email:[e-mail]
Fax: (910 ) 907-2420
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee' (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser` (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer" (Complete Contact Information, item 2a and 2b below.)
2.a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above.
Street Address:
City: State:
Mailing Address (if applicable):
City: State
Phone: ( ) Fax:
Email:
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 & Tltle:DPW/Water Management Branch
b.Contact information for person listed in item 3a above:
Mailing Address:Blde 0-9125, McKellars Road
City:Fort Bragg State:NC Zip:28310-5000
Phone: 91( 0 ) 396-2301
[e-mail]
4. Local jurisdiction for building permits:
Point of Contact:
Fax: (910 ) 907-2420
Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated in two Bioretention basins and one Wet Pond. Grass swales and channels
will be utilized in areas around the site to convey runoff to the Bioretention basins Pretreatment for these
basins will be by the use of grassed swales as well as a gravel and crass strip around the parking lot. A piped
system with grass swales leading to the inlets of the system will outlet into the proposed Wet Pond. The
pretreatment for the Wet Pond will be accomplished through the use of forebays.
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 regulations) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph 11 — Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 32.52 acres
River basin.
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':
32.82 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of im founded structures, the area
between the banks of streams and rivers, the area below the Normal High Wafer (NM 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 wetlands landward of the NHW (or MHW) line may
be included in the total project area.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
`%
9. How many drainage areas does the project have?4 (For high density, count I for each proposed engineered
storturoater 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.
Form SWU-101 Version 07Jun2010 Page 3 of

+Bagiiiilnfcirraation' '-
Drainage Area A
Drainage Area B
Drainage Area'C_-
Drainage Area D
Receiving Stream Name
unnamed trib of
Stewart
Creek
unnamed trib of
Stewart
Creek
unnamed trib of
Stewart
Creek
unnamed Crib of
Stewart
Creek
Stream Class '
C
C
C
C
Stream Index Number
18-21-1
18-21-1
18-21-1
18-21-1
Total Drainage Area (so
784,080
259,618
95,832
36,590
On -site Drainage Area (so
784,080
259,618
95,832
36,590
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area"" (sf)
497,455
169,013
21,344
6,534
% Impervious Area" (total)
1 63.44
65.35
22.27
17.86
Ifti' "er'vtous•;z!Siirface'.'Areat
>Draina 'e;Area'A~:
;Draina e'Area &
;Draina eP,rea;C
,Drainage Area'D€
On -site Buildings/Lots (sf)
74,354
0
0
0
On -site Streets (so
38,031
4,080
17,060
4,904
On -site Parking (so
369,586
156,623
0
0
On -site Sidewalks (so
15,484
8,310
4,284
1,630
Other on -site (so
0
0
0
0
Future (so
0
0
0
0
Off -site (sf)
0
0
0
0
Existing BUA**' (sf)
0
0
0
0
Total (so:
497,455
169013
21,344
6,534
Stream Class and Index Number can be determined at: htt)fyorin].ru'dear.org/reeb/rtq/PS-su/clnssi -cation
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, larking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and Which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. No off -site
iWervious areas present.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that mar be subject to more .stringent .stormwater requirements as per NCAC 02B .0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http1[portal.ncdenr.orgZ%veti/wcl/ws/sLi/bmp-niaiival.
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:/1portaI.ncdenr.ore/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htto_L/portal.ncdenr.org web w(Iws/su ma 2s.)
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 littp.lZportal.ncdeiir.org/k%,eb/­iyq/­wsj do4�
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.envhelr).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.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

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 �6 mile of the site boundary, include the Si
mile radius on the map.
7. Sealed, signed and dated calculations.
S. 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.
I. 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.
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).
for��� o V
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
1111111
11.
A copy of the most current property deed. Deed book: Page No:
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 2H.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.secreta!:y.state.nc.usZCorporations/CSearch.ast)x
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule o site visit for DWQ to verifj the SHWT prior
to submittal, [phone]J r z:::
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
httpL/portal.ncdenr.org web w /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.
Form S WU-101 Version 07Jun2010 Page 5 of 7

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:Derek Westfall
Consulting Firm:-EngineeringFirm:-Engineeritig Design Technologies, Inc
Mailing Address:1705 Enterprise Way
Phone: (770 ) 988-0400
Email:[e-mail]
State:GA Zip:30067
Fax: (770 ) 988-0300
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. 1 understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
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
s
Form SWU-101 Version 07Jun2010 Page 6 of 7

X. APPLICANT'S CERTIFICATION
d
1, (print or type name ofperson fisted in Contact Information, item Ia) Mr. David Heins
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be reqprded, and that the proposed project complies with the requirements of the
applicable st water a nd7/5A NCAC 2H .1000, SL 2006-246 (Ph. H — Post Construction) Aor SL 2008-211.
Signature: .6,./ Date: Z-OIC4P /3
a Notary Public for the State of
do hereby certify that
, County of
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 exp
Form SWU-101 Version 07Jun2010 Page 7 of 7

Permit No.
i (to be povided by DWO)
®�� O2 F WATEgOG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
L'PROJECT INFORMATION.
Project name SOF Battalion Operations Facility
Contact person Derek Westfall
Phone number 770-988-0400
Date 6127013
Drainage area number A
IC DESIGN INFORMATION
Site Characteristics
Drainage area 784,080 h2
Impervious area, post -development 497,455 fti
% impervious 63.44 %
Design rainfall depth 1.8 in
Storage Volume: Non -SA Waters /
Minimum volume required 72,661 ft3 ✓
Volume provided 292,884 p3
OK;vol\ provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume It
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1yr, 24-hr mnoff f13
Minimum volume required It
Volume provided 113
Peak Flow Calculations MAR 2 1 2014
It yr, 24-hrp ainfall depth trol of the tyr 24hr storm peak flow required? Y 3.1 in or N) ``\`N�N t I� A -
Rational C, pre -development 45.00(unitless) $$yO�/yam
Rational C, post -development 80.00 (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.13 Whir OK L
Pre -development 1-yr 24-hr peak flow 0.07 f1315ec 4 --
Post-development 1yr, 24-hr peak flow 33.34 ft3lsec
Pre/Post 1-yr, 24-hr peak flow control 33.27 ft3lsec
Elevations
Temporary pool elevation 242.90 fmsl
Permanent pool elevation 235.00 fmsl
SHWT elevation (approx. at the pen. pool elevation) 234,90 fmsl /�7/0
Top of 1 Oft vegetated shelf elevation 235,50 fmsl
Bottom of 10ft vegetated shelf elevation 234.50 first
Sediment cleanout, top elevation (bottom of pond) 228.50 fmsl
Sediment cleanout, bottom elevation 227.50 first
Sediment storage provided 1.00 ft
Is there additional volume stored above the slate -required temp. pool? Y (Y or N)
Elevation of the top of the additional volume 242.9 first OK
Form SW401-Wet Delentlon Basin-Rev.94118112 Paris 1.811. Design Summary, Page 1 of 2

Permit
Ito be provided by Dt410)
IC'DESIGN 9NFORMATIONr'. `....;••, t•.'�•
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ape,m rro,
Area, bottom of 10ft vegetated shelf, Apo, ,
Area, sediment cleanout, top elevation (bottom of pond), Are
Volumes
Volume, temporary pool
Volume, permanent pool, V.. ,
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Fredmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vpe,m ,.
Area provided, permanent pool, A,,.,m n,a
Average depth calculated
Average depth used In SAIDA, d,,, (Round to nearest 0.5f1)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Are, pro,
Area, bottom of 1Oft vegetated shelf,
292,884 fit'
19,602 fit'
2.50 (unilless)
20,734 it' OR
177,705 it`
8,518 fit'
v
292.884 in OK
87,515 fit
22
% .% rya
22.4 0�
Insu tcienl forebay volume.
90
N (Y or N)
Y (Y or N)
2.50 (unilless)
N (Y or N)
87,515 fit'
20,734 fit'
it Need 3 it min.
it
Y (YorIII
20,734 fit'
177,705 it
Area, sediment cleanout, tap elevation (bottom of pond), A._.
8,518 it,
'Depth' (distance blw bottom of 10ft shelf and lop of sediment)
6.00 it
Average depth calculated
4,91 it OK
Average depth used in SAIDA, d, (Round to down to nearest 0.5f0
5.0 It OK
Drawdown Calculations
Drawdown through orifice?
N (Y or N)
Diameter of orifice (if circular)
in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
(unitless)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
fit
Y (Y or N)
Broad Crested (unitless)
3.33 limitless)
12 it
1.41 it
0.07 flalsec
33.34 It'Isec
0.00 Wised
2.00 days VOK, draws down in 2-5 days.
3:1 OK
0 :1 OK
10.0 8 OK
3:1 OK
1.6 :1 OK
Y (Y or N) OK
1.0 It OK
N (YorN) OK/��� Id
N (Y or N) Insufficient. Recorded drainage ease ent required.
Y (Y or N) OK
Form SW401-Wet Detention Basin -Rev .9-4118112 Pans I. 811. Design Summary, Page 2 of 2

Permit
(to be provided by UWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient 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 13MP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
I -low I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of.
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 5

Permit Number:
(to be provided by DIVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
-
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices -
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
'
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50 % of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 5

Permit Number:
(to be provided by DIVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
Flow I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safely specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair, if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 1 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads "1 feet in the forebay, the sediment shall
be removed.
Sediment Removal
13oltotn
BASIN DIAGRAM
(lilt in the blanks)
Permanent Pool Elevation 235.00
228.50 Pe manen Pool
--- -------------- Volume Sediment Removal Elevation 228.5 Volum
V221.1-ft Min. /
Sediment 13ottom Elevation 227.5
Storage Sediment
Storage
POREBAV MAIN POND
Form SW401-Wet Detention 13asin O&M-Rev.4 Page 3 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 5

Permit Number:
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:Fort Brace SOF Battalion Operations Facility
BMP drainage area number:
Print name:Mr. David 1-leins
Title:Directorate of Public Works/Chief-Environmental Division
Address:2175 Reilly Road Stop A, Fort Brace, NC 28310-5000
Date: )2
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 subdivisionhas 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 execration of the
forgoing wet detention basin maintenance requirements. Witness my hand and officiid
seal,
SEAL
My commission
Form SW401-Wet Detention Basin O&M-Rev.4 Page 5 of 5

DWQ USE: ONLY - '
Dote Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal Sw —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SVV- FIQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M rut 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
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name- should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
SOF Battalion Operations Facility
2. Location of Project (street address):
A Street South of Chicken Road
City:Fort Bragg ConntV:Cmnberland Zip:28310-5000
3. Directions to project (from nearest major intersection):
Enter off of Murchson Road (Routes 87 210) onto Bragg Boulavard. Go south on Bragg Blvd. 2.5 miles to
Gruber Drive. Turn right on Gruber Drive and go 2.2 miles to Reilly Strect. Turn left on Reilly Street and go
1.5 miles to Chicken Road. Turn Right on Chicken Road and go 2.3 miles to Morganton Road. Turn left on
Morganton Road and go 0.3 miles to D Street. Turn left on E Street Follow E Street to a 90 degree curve to the
right where it turns into A street. Go 0.25 miles to where A Street enters into the site.
4. Latihidc:35° 04' 46" N L011gitude:79° 01' 37" W of the main entrance to the project.
it. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *providea 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 bV contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/ Eros ion Control: 28.00 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
JUL- 2 2013
FormSWU-101 Vcrsion07.1un2010 PaecIof6

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 & Tille:Mr. David Heins, Environmental Division Chief (DPW)
b.Conlact information for person listed in item la above:
Street Address:2175 Reilly Road Stop A
City:Fort Bragg Stale:NC Zip:28310-5000
Mailing Address (ifa17p1ica1)1e):2175 Reilly Road Stop A
City:Fort Bragg State: NC Zip28310-5000
Phone: 1(9 0 ) 396-8207
[e-mail]
Fax: (, 910 ) 907-2420
c. Please check the appropriate box. The applicant listed above is:
®The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attacli 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/Organiza
Signing Official & Title:_
b.Contact information for person listed in item 2a above:
Street Ad
Citv:
Mailing Address (if
Slate: Zip:
Citv: State
Phone: ( Fax:
Email:
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:M r. Lee Ward
Signing Official & Tltle:DPW/Water Management Branch
b.Contact information for person listed in item 3a above.
Mailing Address:Bldg 0-9125, McKellars Road
City:Fort Bragg State:NC Zip:28310-5000
Phone 91(, 0 ) 396-2301
Ein,qil:[e-mail]
tnail.mil
4. Local jurisdiction for building permits:
Point of Contact:
Fax: ( 910 ) 907-2420
Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly sunvnarize how the stormwaler runoff will betreated.
Stormwater runoff will be treated in two Biorctention basins and one Wet Pond. Crass swales and channels
Will be utilized in areas around the site to convey runoff to the Biorelention basins. Pretreatment for these
basins will be by the use of grassed swales as well as a gravel and grass strip around the parking lot A piped
system with grass swales leading to the inlets of the system will outicl into the proposed Wet Pond. The
pretreatment for the Wet Pond will be accomplished through the use of forebays.
1
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Pfi 11 — Post Construction,
3. Stormwater runoff from this project drains to the Cape Pear River basin.
4. Total Property Arca:32.82 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':
32.82 acres
Total pruject nren shall be cnladated to erchtde the 'the normal pool of impoatided structit r res, flee aea
betuaeen the banks of streams and titters, the area beloto the Normal Higlr Water (NHW) Iine or Meari High Water
WHIN) line, and coastal metlonds landward front the NHW (or MH W) line. The resullaot project area is used to
calculate overall percent built upon area (BLIA). Non-constal wetlands landward of the NHW (or MHIN) line may
be included in the total project nren.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 47.3 °GI
9. How many drainage areas does the project have?4 (For high density, count 1 for each proposed engineered
stormtoater 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.
Form SWU-101 Version 07.Iun2010 Page 3 of 7

Basin Information
Drainage Area A
Drainage Area B
Drainage Area C
Drainage Area D
Receiving Stream Name
unnamed trib of
Stewart
Creek
unnamed Crib of
Stewart
Creek
unnamed Crib of
Stewart
Creek
unnamed trib of
Stewart
Creek
Stream Class *
C
C
C
C
StreamIndex Number *
18-21-1
18-21-1
18-21-1
18-21-1
Total Drainage Area (sf)
784,080
259,618
95,832
36,590
On -site Drainage Area (sf)
784,0808
259,618
95,832
36,590
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area** (sf)
497,455
169,013
21,344
6,534
%Impervious Area** (total)
63.44
65.35
22.27
17.86
Impervious— Surface Area
Draina e Area A
Draina e Area B
Draina e Area C
Drainage Area D
On -site Buildings/Lots (sf)
74,354
0
0
0
On -site Streets (sf)
38,031
4,080
17,060
4,904
On -site Parking (sf)
369,586
156,623
0
0
On -site Sidewalks (sf)
15,484
8,310
4,284
1,630
Otheron-site(sf)
0
0
0
0
Future (sf)
0
0
0
0
Off -site (sf)
0
0
0
0
Existing BUA*** (sf)
0
0
0
0
Total (sf):
497,455
169013
21,344
6,534
Stream Class and Index Number can be determined at: Irt11 ]/portal.ncth�nr.arg%oeb/_orl/ /c_u/clnssifical ions
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of e.ristiog 131,111 that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
11. }-low was the off -site impervious area listed above determined? Provide documentation. No off site
Projects in Union County: Contact Dli'Q Cerah-a1 Office staff to check if the project is located within a 771reatened &
Endangered Species watershed that rngr be subject to more stringent .stornm ater reyuirenrents as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htfp11portal.ncdenr.org web wq/ws su bap -manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from lilt p:al ortal.ticclenr.or-/%veb %vLl %es su/stalesw forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at ht"t [/�ortal.n_cdenr.org/ Deb ey�y ws su ma s.)
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 hlto_LZportal.ncdcnr.org web we ws su stalesw/forms doe.,
Inn ' Is
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 Vll below) �+.(
3. Original of the applicable Supplement Form(s) (sealed_igned and dated) and O&M e�I
agreement(s) for each BMP. __/
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to S6
litti2://www.envlielp.orgLpaggonesto express.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.)
Fonn SWU-101 Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the slornnvater treatmenl/management for _
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the tSgJ�
receiving stream drains to class SA waters within'h mile of the site boundary, include the'h
mile radius the map.
7. Scaled, signed
and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (scaled, 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 hearings & 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).
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"x"I1" 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 UWQ to verify the SHWT prior
to submittal, [phone]J
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 2H.1003(c). 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
VI1. 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 sires 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
htth:/ZportaLncdenr.ora web wq ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
tinder 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.
Form SWU-101 Version 07Jun2010 Page 5 of 7

VI11. 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 Fugi
Consulting Firm: Engineering Design Technologies, Inc.
Mailing Address:1705 Enterprise Way
City:Marietta
Phone: (775) ) 988-0400
[e-mail]
Statc:GA Zip:30067
Fax: (770 ) 988-0300
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact In(mnmtion, item 2a) , certify that I
own the property identified in this permit application, and thus give Permission to (print or type name of person
listed in Contact lnfororaiion, item la) with (print or type mmne of organization listed in
Contact /rrfornratirin, item M) 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.
As the legat property owner 1 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 properly 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 1 will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue'143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date
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 ex
Form SWU-101 Version 07Jun2010 Page 6 of

X. APPLICANT'S CERTIFICATION
I, (print orqTe anmeofpersou listed in Contact Information, item la) Mr. DavidHeins
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 he recorded, and that the proposed project complies with the requirements ofthe
applicable stormwater Xi�es/findegr/SA NCAC 211 .1000, SL 2006-246 (Ph. II —Post Construction) or SL 2008-211.
Signal
do hereby certify that
a Notary Public for the State of
Date: Z6)ICtn /3
, County of
personally appeared
before me this _day of , and acknowledge the due execution ofthe application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07.1un2010 Page 7 of7