SW6120601_CURRENT PERMIT_20120612

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW2 & te
DOC TYPE
rk) CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
d01ae_6A
YYYYMMDD

VICINITY MAP
NOT TO SCALE
j
vi H
J
GRAPPIC tALE
SENIOR UNACCOMPANIED HOUSING
PARCEL A.
PICERNE MILITARY HOUSING
POM MAW MQRtM CAROLM
w-
t. jtx:=

S 71P53'38" E 608'Al feet from HORIZONTAL CONTROL "M&C.Cap
#2", having,N:C. Grid. Coordinates (N),511.;177.2871 (E)-2,008;260..2761, NAD
83
Datum which is S 03958'31" E 1232:57 feet from HORIZONTAL CONTROL
"M&C Cap #1",,having:N.C.,Grid Coordinates (N) 512,406.8967 (E)
�2,0081174.8285, NAD 83. Datum-saidpointalso being S 42°48'55" W 56.74 feet
from a RCI aluminum disk, UPHzA4; thence S 10024'52" W -367 23 feetto a RCI
aluminum disk; UPH-99; thence.S 74014'55°W`217.03feet to a RCI aluminum
disk, UPH-1310; thence S 74014'55" W 200.92 to a RCI aluminum disk, UPH-B11;
thence;S 18"33'09" W 155.79 feet to a�RCI aluminum disk, UPH=B13 on the
northern side of Randolph, Street; said corner b"eing approximately 55 feet from:
the centerline of Randolph Street; thence parallel with Randolph Street' S.
75034'12" W 988.57,feet to a RCI aluminum disk, UPW1314; thence N 59917'04
W 63.85 feet to a RCI disk, UPH-1315 on the eastem side.on Souter Place;
thence parallel with Souter Place N .14"08'19" W 344.78 feet to a RCI aluminum
disk; UPH-oBl6 .thence; along a tangent curve to the right.having a: radius of
550.0&feet; an arc length-of,4,11.38 feet; chord bearing and;distance N'.07°1,7'20"
E4,01.86 feet to -a RCI aluminum disk, UPH-B17;:thence, along a tangent:curve
to the left
having,a radius of 520.00feet, an arc length of 44.79 feet; .chord bearing and
distance N
26"14'57" E, 44.78 feet to --a RCI aluminum disk; UPH-B18'in the southern right-
of-way of:a Government owned railroad; thence parallel,withsaid railroad<S
87054'07' E� 192.33 feet to a RCI aluminum disk, UPH-819; thence N, 87038'23"
E; 982.20 feet -to a RCI-aluminum disk, UPH-1320; thence crossing Saunders
Large N 75°29'32" E 67.87 feet'to a RCI aluminum disk, UPH-1321; thence.,N
87038123" E;.304.89 feet to the Point of Beginning and Containing 21.86 acres,
LEGAL DESCRIPTION
FOR
RGIPARCEL
POPE AFB, NORTH CAROLINA
PARCEL DESIGNATION "POPE-D"
"YOUTH CENTER"
September 12, 2006
Beginning at across cut 0.1 feet frorn the back of curb on the easterly side of
Skytrain Drive, corner #55, and having N.C. Grid Coordinates (N): 515,658,1725
(E): 2,002,629,5483, NAD 83 Datum, said cross cut being in the northern line of
RCI Parcel "Pope-C" and at the southeast -corner of RCI Parcel "Pope-E";
Supplement #3 to Fort Bragg Ground Leise
A-2

Exhibit -A
LEGAL DESCRIPTION
for
PICERNE MILITARY HOUSING
SENIOR UNACCOMPANIED•HOUSING
PARCEL "A"
FORT BRAGG,,NORTH CAROLINA
April,25, 2007
Beginning at a RCi aluminum disk, UPH-A1on.the eastern side' of'First Street;
said. point;being approximately 35'feet from the centerline of First Street and
said point also being N'00°44'37" E 258.33 from HORIZONTAL CONTROL "M&C
Cap #1" , having N:C. Grid Coordinates (N) 512,406.8967 (E) 2;008.,174.8285,
NAD'83 Datum; Thence,N'87°33'34".E 190 06to a RCI aluminum disk, UPH-A2
on the western side of`Bragg Blvd. said .corner. being approximately 80 feet from
the centerline of Bragg Blvd. Thence parali'eiVith Bragg Blvd. S 18044'28" E
1695.03 feet to a. RCl aluminum disk, UPH-A3; thence'S 42°48'55" W 52.22 feet
td a RCI aluminum "disk, UPH-A4 in the northern right-of-way, of a Government
owned railroad; thence with.said railroad right�of wayS 87°38'23" W 1568.12 feet
to a RCI aluminum disk, UPH-A5;;thence.along anon tangent curve to the left
having a radius of 520.00 feet, an arc length o€-191.83"feet, chord'5earing and
distance N 08°28'35" E, 190.75 feet to a RCl aluminum
disk,. UPH-A6 on the southern side of Glider Street said corner Tieing
approximately 35
feet from the centerline -of Glider Street. Thence parallel with Glider Street N
87"37'23"
E 908.55 feet to a RCI aluminum,disk, UPH-AT at'the intersection of Glider
and First Street; thence parallel with and approximately 35 feet:easterly from the
centerline of First Street N 02°38'36" W 1475.18 feet to Point of Beginning and
Containing 20.37 acres.
LEGAL DESCRIPTIION
for
PICERNE MILITARY HOUSING
SENIOR UNACCOMPANIED HOUSING
PARCEL "B'
FORT BRAGG, NORTH CAROLINA
April 25, 2067
Beginning at a RCI aluminum disk, UPH-B8, said' point also being
A-1 Supplement #3 to Fort Bragg Ground Lcase

North Carolina
Beverly Eaves Perdue
Governor
Mr. Ron Phillips
Picerne Construction/FBG, LLC
903 Armistead Street
Fort Bragg, NC 28307
a Toma
Q;=
NC®ENR 9b1A-UN3G
Department of Environment and Natural Resourc`t
Division of Water Quality
Charles WanllU, RE. Dee Freeman
Director Secretary
June 12, 2012
Subject: Stormwater Permit No. SW6120601
Randolph Pointe Phase 2
High Density Infiltration Basin & Bioretention Cell Project
Cumberland County
Dear Mr. Phillips:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Randolph Pointe Ph. 11 on June 8, 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. SW6120601, dated June 12, 2012, for the construction,
operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until June 12, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may he
required. Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BM P(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 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Robert Patterson at [phone]; or
[e-mail].
Sincerely,
2f�2)��
for Charles Wakild, P.E., Director
Wetlands and Stormwater Branch
1617 Mall Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
IntemeL www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
cc: SW6120601 File
John Shay - Bragg Communities, LLC
ec: John D: Kuzerl PE - Kimley-Horn & Assoc., Inc.
Mike Lawyer - Fayetteville Regional Office
None
rthCarolina
naturally

State Stormwater Permit
Permit No. SVd6120661
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
Piceme Construction/FBG, LLC
Randolph Pointe Phase 2
NE corner of Glider St. & Discovery Ln., Fort Bragg, Cumberland County
FOR THE
construction, operation and maintenance of two (2) infiltration basins and two (2)
bioretention cells in compliance with the provisions of Session Law 2006-246 and 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules) and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until June 12, 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 and 1.9 of this permit. The stormwater controls
have been designed to handle the runoff from 263,305 square feet of impervious
area.
3. The infiltration basins are designed, and must be maintained, to infiltrate the 10-
yr, 24-hr storm event 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
and 1.9 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.
Page 1 of 7

State Stormwater Permit y
Permit Rlo. SW6120601
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, in
accordance with the approved plans.
7
M
The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent sunace waters.
The following design criteria have been permitted for the infiltration basins, and
must be provided and maintained at design condition:
Basin 1
Basin 2
a.
Drainage Area, Tcres:
1.676
1.642
Onsite, ft :
73,009
64,485
Offsite ft2:
0
7,040
b.
Total Impervious Surfaces, ft2:
24,222
I 30,230
Onsite, ft :
24,222
30,230
Offsite, ft2:
0
0
C.
Design Storm, inches:
1.0
1.0
d.
Basin Depth, feet:
1.3
0.85
e.
Bottom Elevation, FMS.z:
295.00
290.50
f.
Bottom Surface Area, ft :
3,667
4,910
g.
Bypass Weir Elevation, FMSY
296.30
291.35
h.
Permitted Storage Volume, ft :
5,687
4,671
i.
Type of Soil:
Silty Sand
Silty Sand
j.
Expected Infiltration Rate, in/hr:
2.70
3.85
k.
Seasonal High Water Table, FMSL:
289.00
288.00
I.
Time to Draw Down, hours:
6
3
M.
Receiving Stream/River Basin:
UT to Young
Lake / Cape Fear
n.
Stream Index Number:
18-23-27-1
o.
Classification of Water Body:
"C"
The following design criteria have been permitted for the bioretention cells, and
must be provided and maintained at design condition:
Cell 1
Cell 2
a.
Drainage Area, acres:
6.735
3.017
Onsite, ft :
270,734
121,098
Offsite, ft2:
22,622
9,306
b.
Total Impervious Surfaces, ft2:
156,704
52,149
Onsite, ft2:
156,214
52,149
Offsite, ft2:
490
0
c.
Design Storm, inches:
1.0
1.0
d.
Max. Ponded Depth, feet:
1.0
1.0
e.
Seasonal High Water Table, fmsl:
276.0
277.0
f.
Planting Media Depth, feet:
2.0
2.0
g.
Cell Dimensions, feet:
504x50
143x122
h.
Planting Elevation, fmsl
291.1
289.55
i.
Bottom Surface Area, ftz:
23,279
14,630
j.
Permitted Storage Volume, ftz:
21,661
13,957
k.
Bypass / Storage Elevation, fmsl:
292.1
290.55
I.
Drawdown Time, hours:
24
24
m.
Underdrain Diameter, inches:
6.0
6.0
n.
Total number of plants provided:
grass sod
grass sod
o.
Receiving Stream/River Basin:
UT to Young
Lake / Cape Fear
p.
Stream Index Number:
18-23-27-1
q.
Classification of Water Body:
"C"
Page 2 of 7

State Stormwater Permit
Permit No. SW6120601
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 scheduler) inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the 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 outlet structure, infiltration media, flow
spreader, catch basins, piping, planting media, underdrains and
associated drainage structures.
g. A clear access path to the basin, cell, and outlet structures must be
available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP: The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
6. The 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.
Page 3 of 7

State Stormwater Permit '
Permit No. SW6120601
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
stom—,water fnanagemerit rneasures, 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.
Ill. 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.
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.
Page 4 of 7

State Stormwater Permit
Permit No. SVV6120601
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 1.5A NCAC 2H.100o., 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 12th day of June, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jor canaries vvaKiia, v.t., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Permit '
Permit No. S`,N6120601
Randolph Pointe Phase 2
Stormwater Permit No. SW6120601
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 6 of 7

State Stormwater Permit
Permit No. SkI 61 %0601
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 iocated such that the runoff is directed into the system.
5- The outlet structure elevations are per the approvers plan.
6. The outlet structure is located per the approved plans.
7. A trash rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
Page 7 of 7

DWQ�USE ONLY <.
Ditto Received
Fee Paid
Permit Number
6 rZ
a
�Le k 1, 0 LC' O'
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt flan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Tins fornt may be photocopied for use as att 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.):
Randolph Pointe Phase 2
2. Location of Project (street address):
Glider Street and Discovery Lane
City:Fort Bragg County:Cumber land County Zip:28307
3. Directions to project (from nearest major intersection):
Head West on Randolph Street from its intersection with Bragg Boulevard. Turn right on Souter Place. Turn
right on Glider Street The project site will be on the left at the intersection with Discovery Lane.
4. Latitude:350 9' 20" N Longitude:78° 58' 18" W of the main entrance to the project.
if. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number its issue date (if known)_ , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
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 storinwater 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: 13.7 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: N A
Form SWU-101 Version 07Jun2010
22GL9UM9
JUN S 2012 1
Page I of 6 DENft - WATER Q
0.-_Ur1LfTr
WeHanei� _

1
' III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, Iessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: Picerne Construction FBG LLC
Signing Official & Title:Ron Phillips, Regional Vice President of Construction _
b. Contact information for person listed in item la above:
Street Address:903 Armistead Street
City:Fort Bragg - State:NC Zip:28307
Mailing Address (if applicable):Same as above
City:
Phone: (910 ) 7644500
Email:[e-mail]
State: Zi
Fax: (910 ) 497-4218
Please check the appropriate box. The applicant Iisted 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 Iocated on):
Property Owner/Organization: Bragg Communities, LLC. By: Bragg Picerne Partners, LLC. Its managing membrr
Signing Official & Title:John Shay, Vice President
b.Contact information for person Iisted in item 2a. above:
Street Address:903 Armistead Street
City:Fort Bragg State:NC Zip:28307
Mailing Address (if applicable):
City:
Phone: (910 ) 764-4500
Email:
Sta
Zip:
Fax: (910 ) 497-5924
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:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: -
Email:
4. Local jurisdiction for building permits:
State: Zip:
Fax: (
Point of Contact: Phone #: { }
Forin SWU-101 Version 073un2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
This high denisitV project will collect runoff from proposed development area in four BMP's sized per the
NCDENR Manual (2 infiltration basins, 2 bioretention cells). After treatment of 85% TSS and the first inch of
rainfall, the stormwater ties to the existing storm sewer system in Discovery Lane. The basins have been
oversized to provide additional detention. Refer to the stormwater analysis for a more detailed description.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 13.65 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*:13.65 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, tine area
between the banks of streams and rivers, the area below the Normal High Water (NNW) line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHM tide. The resultant pproject area is used to
calculate overall percent built upon area (BCIA). Nan -coastal wetlands landward of tlne NHW (or MHM title luap
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / TotaI Project Area) X 100 = 45.6
9. How many drainage areas does the project have?4 (For high densihj, count I for each proposed engineered
stormwater BMP. For low density and other projects, rise I for the whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information ° �' " `°
' Draina' e`Area _'I `
'Drainage Arearea 2"Drainage
Area a'-
Drainage Area-`4
Receiving Stream Name
UT to
Young Lake
UT to
Young Lake
UT to
Young Lake
UT to
Young Lake
Stream Class *
C
C
C
C
Stream Index Number *
18-23-27-1
18-23-27-1
18-23-27-"1
18-23-27-1
Total Drainage Area (so
73,009
293,356
71,525
131,404
On -site Drainage Area (so
73,009
270,734
64,485
122,098
Off -site Drainage Area (sf)
0
22,622
7,040
9,306
Proposed Impervious Area** (so
16,778
150,935
30,230
52,149
% Im ervious Area** total
23.0%
51.5%
42.3%
39.7%
Impervious- Surface Area ., .
Drainage Area 1'
Drainage Area32,
Drainage Area
Drainage Area,4'
On -site Buildings/ Lots (so
12,054
49,520
15,635
14,327
On -site Streets (so
2,092
36,515
4,268
13,393
On -site Parking (so
0
49,022
6,963
17,783
On -site Sidewalks (so
2,632
15,388
3,364
4,665
Other on -site (so
0
0
0
1,981
Future (so
0
0
0
0
Off -site (so
0
490
0
0
Existing BUA*** (so
7,444
5,769
0
0
Total (so:
1 24,222
156,704
30,230
1 52,149
* Stream Class and Index Number call be determined at: lnttp://portal.ncdetnr.org oeb�csnlclnssif cations
Form SWU-101 Version 07Juo2010 Page 3 of

** Itat ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only [lint 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. N/A
Proi_e_cts in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 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 httr)://Dortal,ncdenr.orty/web/wa/ws/su/bmn-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 lit!p://portal.ncdenr.org/webZwq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http`//portal.ncdenr.org/web/wows/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://12ortal.nc(ienr.orglweb/wq/ws/su/statesw/forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. J K
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants _ , 0 f A
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
h.Z/www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site Iocation. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j_ Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Fonn SWU-101 Version 07Jun2010 Page 4 of

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 SFIWT 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"01" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: K
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 0
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 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httv://www.secretary.state.nc.us/Corporations/CSearch.asi2x
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://portal.nc(ienr.org/web/wq/ws/su/st,itesw/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
ownerto 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 En&eer:lohn D. Kuzenski P.E.
Consulting Firm:_Kimley-Horn and Associates, Inc.
Mailing Address:333 Fayetteville Street, Suite 600 _
City:Raleigh State:NC Zip:27601
Phone: [phone]
Ema i I: jo h n. k u zens ki@ki m ley -horn. corn
Fax: (919 ) 653-5847
IX. PROPERTY OWNER AUTHORIZATION (if Cox tact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) John Shim _ , certify that I
own the property identified in this permit application, and thus give permission to (print or type mare of person
listed in Contact Information, item 1a) Ron Phillips _ with (print or type name of organization listed in
Contact Information, item 1a) Picerne ConstructionlFBG, LLC to develop the project as currently proposed. A
copy of the lease agreement or pending property sales contract has been provided with the submittal, which
indicates the party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07.1un2010 Page 5 o1'6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Chan"�rst
within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit. t e operation of a stormwater treatment facility without a valid
permit is a violation of N enera 43 .1 andmay result in appropriate enforcement action including
the assessment of civi enalties $25, er day, pursuant to NCGS 143-215.6.
Signature:
Date: 6 •-f - /Z
I, a Notary Public for the State of x1c County of
do hereby certify that J tt n —Stl�k�personally appeared
before me th' A day of � '� aID1 Z, and a�ckn�owledge the
due execution of the application for
a stormwater permit. Witness my hand and official seal, /G��&-1 /�
Debra L. Osmanakl
Notary Public
Moore County
North Carolina
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires �2-
I, (print or hjpe name of person listed in Contact Information, item 1a) Ron Phillips _
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be construct in conformance with the approved plans, that the required deed restrictions
i ec and protectenants will b ecorded, and that the proposed project complies with the requirements of the
applicable o n ater rules r 15A NCAC 21-1.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211-
Signature: Date: 6' { r/e-
I, a Notary Public for the State of C County of
do hereby certify that Imo- �M �'� s personally appeared
before me this day of 9 _ ._ J-vrz , and acknowledge the dine ex ution of the application for
a stormwater permit. Witness my hand and official seal,
Debra L. Osmanski
Notary Public
Moore County
North Carolina
SEAL
My commission expires �� T
Form SWU-101 Version 07Jun2010 Page 6 of 6

� r
Permit No.
(to be provided by DWQ)
A=O� W A re9�G
AN"A STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
.. 14,li cQ t$3� ,m ? a' ; � `€":.�`$ :.. 6rw ? "$.' � . £ s wY.-I..:;:a'�"'.'a`
11?FtpJECT(INFQRiNATIpN;d i„•..t�'.. ,4 h°�., e ... .
Project Name FORT BRAGG RANDOLPH POINTEPHASE _II
Contact Person JOHN KUZENSKE P E
Phone Number 919-653-2990
Date 6I812012
Drainage Area Number DRAINAGE AREA#.1 (INFILTRATION BASIN;1)
Site Characteristics
Drainage area ��73,009a70,;ft2
Impervious area 24,222.00 ftZ
Percent impervious 33.18
Design rainfall depth 1.00.'" :'`;:` in
Peak Flow Calculations
1-yr, 24-hr rainfall depth in
1-yr, 24-hr intensity inthr
Pre -development 1-yr, 24-hr discharge Ot12 ft3isec
Post -development 1-yr, 24-hr discharge 0.001- ft3lsec
Pre/Post 1-yr, 24-hr peak Flaw control -0.12 ft3lsec
Storage Volume: Non -SA Waters
Ivlinimum design volume required 2,121.00.' `' ft3
Design volume provided 5,687.93, 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 1-yr, 24-hr runoff volume ft3
Minimum required volume ft3
Volume provided ;ft3
Soils Report Summary
Soil Type Silty Sand'',: -
Infiltration rate 2.70, . inlhr
SHWT elevation 289.00' fmsl
Basin Design Parameters
Drawdown time 0.24 days OK
Basin side slopes 3.00:1 OK
Basin bottom elevation 295,00 fmsl OK
Storage elevation 296.30 fmsl
Storage Surface Area 5,084.00 s ftz
Top elevation 296.30 fmsl
Basin Bottom Dimensions `OA190 �/�
i
Basin length 93.00, ft ��(t,����'�,
Basin width 62.00 • : , ft
4 ;§ �a Y
Bottom Surface Area 3,667,00 . _ f' ,e SE o -„
° Q 8
0
tN .°.� F`
�.� ya Q e e ``,�
irD �E�Ut`���
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
0.14
ac-in
OK
Length of vegetative filter for overflow
NIA
ft
OK
Distance to structure
NIA
ft
OK
Distance from surface waters
>30'
ft
OK
Distance from water supply well(s)
>100
ft
OK
Separation from impervious soil layer
>20 .:
ft
OK
Naturally occuring soil above shwt
.6,00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
NIA ,
.,>: (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
''Caleb Basins and Rip Rap '
Form SW401-Infiltration Basin-Rev,5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
C'.` t .. +e s fn'N'
REO UIRED ITEMS`aGHECKLis ;.',. i f "e ..s �*1'.
Ill., . _
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
L G I?,oa
C os�
c
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system, NIA
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), NIA
- Overflow device, and
Boundaries of drainage easement. AitA
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
Pretreatment device.
C '2a• 0�— 3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
S 4. A table of elevations, areas, incremental volumes & accumulated volumes to verity the volume provided.
S�A4 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
G 4-01 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
$. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N/A 9. A copy of the deed restrictions (if required).
Form 5W401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 or 1

Permit Number:
(to be provided by DWQ)
. _ �oFwarfgo
1` ��A O q
NCDENR T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I.,'PROJECT INFORMATION =t a ". t Tr
P
Project name IFORT BRAGG - RANDOLPH POINTE PHASE II t
Contact name JOHN KUZENSKI, P.E.
Phone number 919-653-2990
Date June 8,2012 L
Drainage area number DRAINAGE AREA #2 (BIORETENTION BASINA)
11' DESIGKINFORMATION'
Site Characteristics
Drainage area 293,356 fl'
Impervious area 156,704'ft2
Percent impervious 53.4% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is preipost control of the 1-yr, 24-hr peak flow required?
N . (Y or N)
1-yr, 24-hr runoff depth
'In
1-yr. 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr peak flow
ft'ilsec
Post -development 1-yr, 24-hr peak flow
IfflSec
Pre/Post 1-yr, 24-hr peak control
ft'isec
Storage Volume: Non -SA Waters
Minimum volume required
12,976.0 ft3
Volume provided
21,661.2 ft3
Storage Volume: SA Waters
1.5" runoff volume
ft3
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
ft3
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the btoretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media soil:
Soil permeability
Soil composition
% Sand (by volume)
% Fines (by volume)
% Organic (by volume)
12 inches
1.00 ft
23,279.0 ft'
504 ft
50 ft
ft
6 hr
18 hr
24 hr
0.03 in/hr
2,00 in/hr
OK
OK
OK
OK
OK
OK
Insufficient. Increase infiltration rate or include underdrains.
OK
85% OK
10% OK
5% OK
Total: 100%
Phosphorus Index (P-Index) of media 15 (unitless) OK
Form SW401-Bioretention-Rev.8
June 25, 2010
Parts m and II. Design Summary, Page 1 of 2

Permit Number:
{to be provided by OWQ)
_ Basin Elevations
Temporary pool elevation
292.10 fmsl
Type of bioretention cell (answer 'Y' to only one of the two
following questions):
Is this a grassed cell?
Y (Y or N) OK
Is this a cell with trees/shrubs?
N (Y or N)
Planting elevation (top of the mulch or grass sod layer)
291.1 fmsl
Depth of mulch
NIA inches Insufficient mulch depth, unless installing grassed cell.
Bottom of the planting media soil
289.1 fmsl
Planting media depth
2 ft
Depth of washed sand below planting media soil
0 ft
Are underdrains being installed?
Y (Y or N)
How many clean out pipes are being installed?
6Insufficient number of clean out pipes provided.
What factor of safety is used for sizing the underdrains? (See
10. OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
288.1 fmsl
SHWT elevation
276 fmsi
Distance from bottom to SHWT
12.1 ft OK
Internal Water Storage Zone (IWS)
Does the design include IWS
N
f(Y or N)
Elevation of the top of the upturned elbow
Amsl
Separation of IWS and Surface
291.1 ft
Planting Plan
Number of tree species
0
Number of shrub species
0
Number of herbaceous groundcover species
3r
OK
Additional Information
Does volume in excess of the design volume bypass the
Y
(Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed'
N
(Y or N)
Excess volume must pass through filter.
through a vegetated filter?
What is the length of the vegetated filter?
0 ft
Does the design use a level spreader to evenly distribute flow?
N
(Y or N)
Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
OK
SA waters)?
Is the BMP Iocaled at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
•(Y or N)
OK
Is the BMP located in a proposed drainage easement with access
N
(Y or N)
Insufficient ROW location.
to a public Right of Way (ROW)?
Inlet velocity (from treatment system) 5.92 fUsec Insufficient inlet velocity unless energy dissipating devices are
being used.
Is the area surrounding the cell likely to undergo development in N (Y or N) OK
the future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an 'X' in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
Rip -Rap Apron
#VALUE!
Form SW401-Bioretention-Rev.8
June 25, 2010
Parts I and II. design Summary. Page 2 of 2

Permit No,
(to be assigned by DWQ)
III: REQUIRMITEMS CHECKLIST=,',
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided
to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
f .� - 00
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High Flow bypass system, NI A
Maintenance access,
Recorded drainage easement and public right of way (ROW), 014
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement. 01 f�
f ) 00
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
c a� 0q
Cell dimensions
Pretreatment system,
High flow bypass system, N1
Maintenance access,
Recorded drainage easement and public right of way (ROW).
Design a1 ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement. N104
1� -0
Indicate the P-Index between 10 and 30
3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT levei(s), and overflow structure(
[7 1 U
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
6 0, 0c-t
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
C t)fo r
investigation request form. County soil maps are not an acceptable source of soils information. All
<zA
elevations shall be in feet mean sea level (fmsl). Results of soiis tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (%sand, % fines, %4 organic), and
D�
P-index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A plant rig detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
C rc{' Of
6. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
Sala
7, The supporting calculations (including underdrain calculations, if applicable).
_
8. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
+ v ! A
9. A copy of the deed restriction.
Form SW401-Bioretention-Rev.7 Part III, Page 1 of 1

Permit No.
(to be provided by DWQ)
oaop wa rF9pc
STORMWATER MANAGEMENT PERMIT APPLICATION FORM h r
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part II/) must be printed, filled out and submitted along with all of the required information,
It. PROJECT INFORMATION,'':,
Project Name FORT BRAGG - RANDOLPH POINTE PHASE 11
Contact Person 'JOHN KUZENSKI, P.E.
Phone Number 919-653-2990
Date 6/812012
Drainage Area Number DRAINAGE AREA#3 (INFILTRATION BASIN 2)
II., DESIGN INFORMATION.
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yf, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
71,525.00 . ft,
30,230.00
42.26 %
1,00 in
3.06 .
in
0.13
"' iinihr
0.13.
ft3isec
0.00
ft3lsec
-0.13
ft3/sec
2,565.00' .. ' ft3
4,671.30 ift3
u1l
ft3
ft3
f13
ft,
Silty Sand.` .
3.85 a inlhr
288,00 fmsi
0.11 days
3.00
:1
290.50
'fmsl
291,35
,fmsl
6,082,00 :
.. ftz
291.35
'fmsl
204.00 ft
25.00 ft
4,910,00 ft2
OK for non -SA waters
OK
OK
OK
stlillItj
CARO
-�rrrtut►�►
E1.61Iz
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & It. Design Summary, Page 1 of 2

ti
k
Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
0.47
ac-in
OK
NIA
ft
OK
NIA'
' ft
OK
>30
ft
OK
>100..,
"ft
OK
>20
ft
OK
2,50
ft
OK
Y
(Y or N)
OK
N/A
! (Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Catch Basins and Rio Ran
(
Form SW401-infiltration Basin-Rev.5 11Apr2011
Parts I. & Il. Design Summary, Page 2 of 2

a
Permit No
(to be provided by DW4)
fti. REQUIREDATEMS�CHECKLiST
... ... .. ��. { � 'tgs '� � x :. �. s , h,ina.e� xiAd 3 �x _ � h EY S'e ,
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
Ci2,00
CLZOLf
Plans (1 " - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
High flow bypass system, N16
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), Arlt+
Overflow device, and
- Boundaries of drainage easement. 144
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
L��` 0� 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
Lk,STA 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit Number;
(to be provided by DWQ)
®�
NCDENR
W A
TF9QG
> bod
0lii�Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part tit) must be printed, filled out and submitted along with all of the required information.
f, PROJECT iNFORMATION;sr.. r M� elly - 4 . ,
S1 ; ':_ tY. _ � ' a t -8 § _ � . -'�,'",
Project name FORT BRAGG RANDOLPH POINTE PHASE li
Contact name JOHN KUZENSKI; P.E.
4
Phone number 919-653-2990
Date June 8, 2012 r
Drainage area number DRAINAGE AREA #4 (BIORETENTION BASIN 2)
II,DE51GN tNFORMATiON�� :: ��..,g r> �� � �: � ° � .� . • =� ,, , . a
Site Characteristics
Drainage area 131,404 ft2
Impervious area 52,149 ft2
Percent impervious 39.7% %
Design rainfall depth , LO.inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
inthr
Pre -development 1-yr, 24-hr peak flow
Wisec
Post -development 1-yr, 24-hr peak flow
ft3lsec
PrelPost 1-yr, 24-hr peak control
fi3lsec
Storage Volume: Non -SA Waters
Minimum volume required
4,459.0 ft'
Volume provided
'13,957.7 ft3 OK
Storage Volume: SA Waters
1.5' runoff volume ft3
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft'
Minimum volume required 0 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water
12, inches
OK
Ponding depth of water
1.00 It
Surface area of the top of the bioretention cell
14,630.0 ft'
OK
Length:
143 ft
OK
Width:
122 It
OK
-or- Radius
ft
Media and Soils Summary
Drawdown time, ponded volume
6 hr
OK
Drawdown time, to 24 inches below surface
18 hr
OK
Drawdown time, total:
24 hr
In -situ soil.,
Soil permeability
0.36 in/hr
Insufficient. Increase infiltration rate or include underd4ris.
Planting media soft
Soil permeability
2,00 in1hr
OK
Soil composition
% Sand (by volume)
85%
OK
% Fines (by volume)
10%
OK
% Organic (by volume)
5%
OK
Total: 100%
Phosphorus Index (P-Index) of media
15 (unitless)
OK
Form SuV401-13ioretention-Rev.8
June 25, 2010
Parts I and 11. Design Summary, Page 1 of 2

t
Permit Number:
(to be provided by D WQ)
Basin Elevations
Temporary pool elevation
290.55 fmst
Type of bioretention cell (answer 'Y" to only one of the two
following questions):
Is this a grassed cell?
Y (Y or N)
Is this a cell with trees/shrubs?
'N (Y or N)
Planting elevation (top of the mulch or grass sod layer)
289.55 fmsl
Depth of mulch
N/A inches
Bottom of the planting media soil
287.55 fmsl
Planting media depth
2 ft
Depth of washed sand below planting media soil
0 fi
Are underdrains being installed?
Y . (Y or N)
How many clean out pipes are being installed?
2
What factor of safety is used for sizing the underdrains? (See
10
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
286,55 fmsl
SHWT elevation
277 fmsl
Distance from bottom to SHWT
9.55 ft
Internal Water Storage Zone (IWS)
Does the design include IWS N (Y or N)
Elevation of the top of the upturned elbow 'fmsl
Separation of IWS and Surface 289.55 ft
Planting Plan
Number of tree species 0
Number of shrub species 0
Number of herbaceous groundcover species 3
Additional Information
Does volume in excess of the design volume bypass the Y (Y or N)
bioretention cell?
Does volume in excess of the design volume flow evenly distributed ` N {Y or N)
through a vegetated filter?
What is the length of the vegetated filter? 0-ft
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP Iocaled at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3 A ?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
N
'(Y or N)
Y
(Y or N)
Y
(Y or N)
Y
(Y or N)
N
(Y or N)
5.11 fUsec
OK
Insufficient mulch depth, unless installing grassed cell.
Insufficient number of clean out pipes provided,
OK
5
OK
OK
Excess volume must pass through filter. 01%1
Show how flow is evenly distributed.
OK
OK
OK
Insufficient ROW location.
Insufficient inlet velocity unless energy dissipating devices are
being used.
N (Y or N) OK
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
#VALUE!
• 3 64
Rip -Rap Apron
Form SW401-Bioretention-Rev.8
June 25, 2010
Parts I and 11. Design Summary, Page 2 of 2

i Permit No: '
{to be assigned by DWQ)
flf,'QUIRED IEMS,CHECKLIST°, a.;,.a ;� t�n� r�u�,'z ` e;`.a :;a ,,ea.' y t.
REsti y a; w:, �,, :•.5
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided
to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
C 12.0Ll
v10K
C 0, og"I
Sx�
( �.�,o `i
C. NA
,; 7/
V
NIA
Plans (V - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system, AlIA
Maintenance access,
Recorded drainage easement and public right of way (ROW), pur h
Clean out pipe locations,
Overflow device, and
-Boundaries of drainage easement. ► 1
2. Plan details (V = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system, N/A
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement. N/i4
Indicate the P-Index between 10 and 30
3. Section view of the bioretention cell (V = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers jground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure)
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P-index.
5. Adetailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations (including underdrain calculations, if applicable).
8. A copy of the signed and notarized inspection and maintenance (10) agreement.
9. A copy of the deed restriction.
Form SVV401-15ioretention-Rev.7 Part III, Page 1 of 1

' e
Permit Number: SV61 Z-o601
(to be provided by DWQ)
Drainage Area Number: l (Tn*ILTV26TIb^v i)
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
Swale (if applicable),
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-infiltration Basin O&M-Rev.3
Page 1 of 3

BMP element:
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
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
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.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: S kI61ZOG O 1
(to be provided by DPVQ)
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: Randolph Pointe Phase 2
BMP drainage area number:
Print name: Ron Phillins
Title. Regional Vice President of Construction
Address: 903 Armistead Street Fort Bra", NC 28307
Phon
Sign,
Date
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, j /74, 5-MCtitSSk� , a Notary Public for the State of
N C , County of C a-'1­4 , do hereby certify that
01 S personally appeared before me this _
day of ,TI.[4�_C , �?Oj)— , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
=Corollno
SEAL
My commission expires ` i L�/1.3
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: 5 W-Ci 20 6 o f
(to be provided by DWQ)
Drainage Area Number: 02 C i�ID2& T�rVTIon! I
Bioretention 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 operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
Heavy equipment will NEVER be driven over the bioretention cell.
Special care will be taken to prevent sediment from entering the bioretention cell.
Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is present,
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive guIIies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable),
Form SW401-Bioretention O&M-Rev.3
Page I of 4

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

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

Permit Number: .S W6 12. D6 .D/
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree'to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Randolph Pointe Phase 2 _
BMP drainage area number:
Print name: Ron Phillips
Title: Regional Vice President of Construction
Address: 903 Armistead Street Fort Bragg, NC 28307
Phon
Sign,
Date
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.
Nmx-skl , a Notary Public for the State of
C , County of CIV- ►1 C at' , do hereby certify that
(N pt'U ['!�V S personally appeared before me this
day of J-UW , X1 Z , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
Debra L. Osmanskl
Notary Public
Moore County
North Carolina
SEAL
My commission expires /--I ( t
corm SW401-Bioretention I&M-Rev. 2 Page 4 of 4

Permit Number:.S1VC I Z.D 60
(to be provided by DWQ)
Drainage Area Number: 3 LzN �TLTaAT2onJ 1)
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 I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW40 i -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 damages
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
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.
Rehr or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
Form SW40 I -Infiltration Basin O&M-Rev.3
Page 2 of 3

Permit Number: Sw6 1 2,060)
(to be provided by DPVQ)
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: Randolph Pointe Phase 2
BMP drainage area number:
Print name: Ron Phillips
Title: Rc ,ional Vice President of Construction
Address: 903 Armistead Street Fort Bragg, NC 28307
Phon
Sign;
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ��..�, V �W1� , a Notary Public for the State of
f C r ,County of ll , do hereby certify that
personally appeared before me this 1
day of'�-� , �' 17- , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
Debra L. Osmanski
Notary Public
Moore County
North Carolina
SEAL
My commission expires /, ' q / 13
Form SW40 I -infiltration Basin 0&:M-Rev.3
Page 3 of 3

Permit Number: SI V61 Z D b 0 )
(to be provided by DWQ)
Drainage Area Number: �SO26TEJU11oN2�
Bioretention 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 operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
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
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe,
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW40 I -Bioretention 0&M-Rev.3
Page 1 of 4

BMP element:
Potential roblems:
How 1 will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
sullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top Iayers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
Form SW40 I -Bioretention O&M-Rev.3
Rage 2 of 4

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

Permit Number: S5 ✓61 Z 06 0 f
(to be 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.
Project name: Randolph Pointe Phase 2
BMP drainage area number:—4
Print name: Ron Phillips T
Title: Regional Vice President of Construction
Address: 903 Armistead Street Fort Bragg, NC 28307
Phony
Signe
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president_
I, ?/�� rSkJ4CtJx_S GLt , a Notary Public for the State of
J/\J C , County of , do hereby certify that
f" yk j personally appeared before me this
day of `374 "-e ,,SDI Z , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
W
SEAL
My commission expires _ 1 - f r `"I l ! _3
Dorm SW401-Bioretention I&.M-Rev. 2
Page 4 of 4

THIS INSTRUMENT PREPARED BY,
AND WHEN RECORDED MAIL TO.
HOLLAND AND KNIGHT LLP
ATTN: JILL CORK
2099 PENNSYLVANIA AVENUE NW
SUITE 100
WASHINGTON, OC 20005
SUPPLEMENTAL AGREEMENT'NO. 3
TO
GROUND LEASE DACA 65.4 -03716 AND PURCHASE OPTION AGREEMENT
FOR RESIDENTIAL COMMUNITIES INITIATIVE, PURPOSES
LOCATED ON
FORT BRAGG
HARNETT & CUMBERLAND COUNTIES, NORTH CAROLINA
THIS:SUPPLEMENTAL AGREEMENT NO. 3TO GROUND LEASE
DACA 65-1-03-16 and PURCHASE OPTION AGREEMENT (this "Supplement
No. 3") to be -effective as of December_, 2007 (the "Supp nent.No. 3
Effective Date") is made by and between THE UNITED STATES -OF AMERICA,
acting by and through the Deputy Assistant Secretary of the Army (Installation &
Housing), pursuant to a delegation of'authority from THE SECRETARY OF THE
ARMY (the "Secrets ), under the authority of Tide 10, United States Code,
Section:2878; BRAGG-PICERNE PARTNERS, LLC, a Delaware limited liability
compan'y.(the "Managing Member"), and BRAGG COMMUNITIES, LLC, a
Delaware limited liability company (the "Lessee").
WITNESSETH:
. WHEREAS, the Secretary and the Lessee entered into that certain
Ground Lease DACA65-1-03-16, effective August 1, 2003 (as amended or
supplemented, the "Ground Lease"), for, among other things, the design,
financing, management, rehabilitation, renovation, demolition, replacement,
development, construction, repair, operation and maintenance of residential
communities and related ancillary facilities at Fort Bragg (the "Installation");
WHEREAS, a Memorandum of Ground Lease commemorating the
execution of the Ground Lease (the "Memorandum") was recorded in the Official
Records of Harnett County, North Carolina on August 1, 2003 in Book 1805,
Pages 445-479 and Cumberland County, North Carolina on August 1, 2003 in
Boole 6209, Page-824-857;
Supplement #3 to Fort Bragg Ground Lease

WHEREAS, contemporaneously with the execution of the Ground Lease,
the Secretary and Bragg-�Picerne Partners, LLC (the "Managing Member")
entered into that certain Purchase Option Agreement, dated August 1, •2003 and
as amended by Supplement No. 2 (collectively, the "0ption Agreement"),
creating a contingent option under which the Managing Member may purchase
all of the Secretary's right, title and interest in and to certain portions of the
Installation;
WHEREAS,,the Secretary and the Lessee entered into that certain
Supplemental Agreement No. 1 to Ground Lease DACA65-1 W03=16, effective
January 31, 2007 (°Supplement.No- V) which. Supplement No. 1 amended the
Ground Lease to return to the Secretary four parcels of land further described in
such Supplement No. 1;
WHEREAS, a Memorandum of Supplemental Agreement No. 1,
commemorating the execution of the Supplement No. 1 (the "Memorandum No.
1 ") was recorded in the Official. Records of Harnett County, North Carolina. on
August 30, 2007 in Book 2419, Pages 533-540 and Cumberland County, North
Carolina on August 30, 2007 in Book 7687, Pages 152-159;
WHEREAS, the Secretary and the Lessee entered into that certain
Supplemental Agreement No. 2'to Groundlease. DACA65-1-03.16, effective
September 1, 2007 ("Sup"Iem_ ent No. 2").which Supplement No. 2 amended the
Ground Lease to add additional housing currently known as Pope Air Force Base
housing (excluding Parcels D.and G) to the Project;
WHEREAS, a Memorandum of Supplemental Agreement No. 2,
commemorating the execution of the Supplement No. 2 (the "Memorandum No.
T) was recorded in the�Official Records of Harnett County, North Carolina on
September 7, 2007 in' Book 2423, at Page 541 and Cumberland County, North
Carolina on September 7, 2007 in Book 7694, at Page 43;
. WHEREAS, the execution of this Supplement No. 3 is to be
commemorated in a Memorandum of Supplemental Agreement No. 3
("Memorandum No. 3"), and which further is to be executed and acknowledged
by the Secretary and the Lessee concurrently herewith, and the Lessee shall
record such Memorandum No. 3 in the real property records of Harnett County
and Cumberland County, North. Carolina;
WHEREAS, the parties desire to amend the Ground Lease to include in
the ground -Leased area (i) the Unaccompanied Personnel Housing (UPH)
Parcels A and Parcel B (the °UPH Parcels") set forth on that certain survey of the
Installation dated July 18, 2007 and (ii) Pope Air Force Base Parcels D and G
(the "Pope Parcels") (collectively, the "Supplement No. 3 Additional Land");
WHEREAS, the parties desire to amend the Ground Lease to add Pope
Air Force Base Building 34, located in Pope Parcel H, to the Excluded
Supplement #3 to Fort Bragg Ground Lean
2

Improvement Exhibit Exhibit H of the Ground Lease), as described in Exhibit H
of this'Supplement No. 3;
WHEREAS, a new Environmental Condition of Property Report (ECP) has
been completed for the new parcels, the UPH Parcels, and whose Notices °and
Restrictions are described in Exhibit L of this. Supplement'No. 3;
WHEREAS, Exhibit B of the Ground Lease requires modification to add
additional Outgrants and Encumbrances affecting the property presently known
as the UPH Parcels;
WHEREAS, concurrently with execution of this Supplement No. 3, the
Mortgage presently encumbering the Project will be amended and extended to
also encumber Supplement No. 3 Additional Land;
WHEREAS, the Parties desire to amend the Ground:Lease as set forth
herein in order to: (i) incorporate therein -specific clauses herein, and attached
hereto, necessary for permitting the provision of unaccompanied personnel
housing ("UPH") to military personnel and as further outlined and identified in a
new Exhibit J to:the Ground Lease titled "UPH RENTAL AND OCCUPANCY
REQUIREMENTS'; with said UPH to be provided by and through the
construction or redevelopment of Improvements designated by the Parties for
UPH (the "UPH Quarters") located entirely within the confines of th& Site at Fort
Bragg, Harnett and Cumberland Counties, North Carolina; (ii) to modify certain
other conditions exhibits within the Ground Lease mutually beneficial -to the
Parties and (iii) to consent to, for purposes of the Ground Lease, additional
indebtedness to be incurred by the Lessee and additional Mortgages to be given
by the Lessee encumbering the Lessee's interests in the Project in connection
with Supplement No. 2 and Supplement No. 3;
WHEREAS, the parties desire to amend the Purchase Option as set forth
herein in order to exclude the Supplement No. 3 Additional Parcels identified in
Exhibit K to this Supplement No. 3; and
WHEREAS, capitalized terms used and not otherwise defined herein shall
have the meanings ascribed thereto in the Ground Lease.
NOW THEREFORE, in consideration of the mutual benefits inuring to all
Parties hereto, the Ground Lease is hereby amended in the following respects
and none other.
1. Addition of UPH Parcels.
a. From and after the Supplement No, 3 Effective Date, (a) the Site
shall be deemed to include the UPH Parcels as shown on Exhibit A attached
hereto, and (b) Exhibit A-1 attached to the Ground Lease shall be deemed to
include Exhibit A to this Supplement No. 3. The parties also agree that the Site
Supplement ##3 to Fort Bragg Ground Lease

IN WITNESS -WHEREOF, the undersigned duly authorized agents of the parties
hereto have duly executed this Supplement No. 3 to be effective as of the
Supplement.No. 3 Effective Date.
THE UNITED STATES OF AMERICA, by THE
SECRETARY'OF THE -ARMY
r .
By: .
Name: D VI M. REED
Title: Deputy Assistant Secretary of the Army
(installations &Housing)
COMMONWEALTH OF VIRGINIA )
) ss.
COUNTY OF ARLINGTON )
I, the undersigned, a Notary Public in and for the Commonwealth of
Virginia, County of Arlington, do hereby certify that.on this day personally
appeared before me in the Commonwealth of Virginia, County of Arlington, David
M. Reed, Deputy Assistant Secretary of the Army (Installations & Housing),
whose name. is signed to the foregoing instrument and who acknowledged the
foregoing instrument to be his free act and deed, on this day of
December, 2007, and acknowledged the same for and on behalf of the UNITED
STATES OF AMERICA.
Name:
Ato'A L ANC sevlN' S '""
kOWY Pubile
My Commission Expires:EMY
ommonw hla
7042118
rrimiulon Ezplias Dec 31, 2010
[AFFIX NOTARY SEAL]
[Signature page to Fort Bragg Supplemental Agreement No. 3]
12 Supplement #3 to Fors Bragg Ground Lease

BRAGG COMMUNITIES, LLC
By: Bragg-Picerne Partners; LLC, its
Managing Me rc�
- By; �^(
Name. John G.'Picerne
Title: President
STATE OF &k� )
SS..
COUNTY OF GyA,�/�i.�.�rze �
On the day of E�. , 2007, before me, E. �'� iojj, the
undersigned Notary Public, personally appeared John G. Piceme, -personally
known to me to be the person whose name -is subscribed to the foregoing
Supplement No. 3, and personally known to me to be the President of Bragg-
Picerne.Partners, LLC the Managing Mernber,of Bragg Communities, LLC, and
acknowledged that the same was the act and deed of Bragg Communities, LLC
and that he executed the same as the act of Bragg-Piceme Partners, LLC.
Notary Public //1��_- C
My commission expires:
MAUAM E. CULTOK JR.
WITNESS: No"
sftftW woods Fund
my comnl4 an F v p - 1" 25. 2010
[Signature page to Supplement No. 3 to Fort Bragg Ground Lease]
Supplement #3 to Fort Bragg Ground Lease
13

Bragg-Picerne Hers; LLC
By: -Y /
og
Name:X John G. Picerne
Title: President
STATE OF 94MZSC4--> )
SS.:
COUNTY OF k � NG7�v )
On the / ��day of e C. , 2007, before me, Wc. i4& E. &II ,4A. , the
undersigned'Notary Public, personally appeared John G. Picerne, personally
kh6wn.to me to be the person whose name is subscribed to the foregoing
Supplement No. 3, and personally known to me to be,the President of Bragg-
Picerne Partners, LLC and acknowledged that the same, was the act anddeed of
Bragg-Picerne Partners, LLC.
WITNESS:
1MIt" E. Cilimk A
State a.tttwd. t�r ,d
k4-L 49—�__— My Cpm h*l iEXP&W J= 25, 2010
[Signature page to Supplement No. 3 to Fort Bragg Ground Lease]
Supplement #3 to Fort Bragg Ground Lease
14