SW6081103_CURRENT PERMIT_20081229

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

Michael F. Easley, Governor
\o�DF W ATFRPG
Mr. Art Kepes, Vice President
Raeford Retail Investments, LLC
1415 Stuart Engals Boulevard
Mount Pleasant. SC 29464-3346
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 22. 2008
Subject: Stormwater Permit No. SW6081103
Shoppes at Raeford
High Density Commercial Wet Pond Project
Hoke County
Dear Mr. Kepes:
Coleen H. Sullins, Director
Division of Water Quality
®ENR- RO
DEC 2 9 2008
Xr SIN]
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application for Shoppes at Raeford on December 19, 2008. 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. SW6081103, dated December 22, 2008, 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 December 21, 2018, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for inspection and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any
questions, or need additional information concerning this matter, please contact Robert
Patterson at [phone]; or [e-mail].
Sincerely,
for Coleen H. Sullins
cc: Mr. Chris Manes, PE, Wolverton & Assoc., 6745 Sugarloaf Parkway, Suite 100,
Duluth, GA 30097
tFayetteville Regional Office, Mike,Lawyer o
Central Files Northcarolina
RPI I Filac 1�nhrrnlly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: w%v%v.nav tcroualitv.ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Permit
Permit No.SW6081103
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
Raeford Retail Investments, LLC / Mr. Art Kepes
Shoppes at Raeford
N. side of US Hwy 401 at intersection of Club Pond Road, Raeford, Hoke County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter referred to as
the "storm water 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 December 21, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 1,340,646 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Permit
Permit No.SW6081103
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition: Pond #1 Pond #2
a. Drainage Area, aSres: 17.7 38.2
Onsite, ft : 771,769 754,241
Offsite, ft2: 0 907,617
R1
C.
d.
e.
f.
9•
h.
k.
I.
m
Q
Total Impervioys Surfaces, ft2:
Buildings ft :
Roads/Parking, ft2:
Other, ft2 -
Offsite, ft2:
Pond Depth, feet:
TSS removal efficiency:
Design Storm, inches:
Permanent Pool Elevation, FMS�:
Permitted Surface Area @PP ft
Permitted Storage Volume, ftj:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
607,270
733,376
0
191,784
334,770
68,038
272,500
302,015
0
171,539
5.35
4.90
90%
90%
1.0
1.0
248.00
251.00
24,446
32,457
50,713
64,422
249.60
252.70
3.75"0 pipe
4.25"0 pipe
130,736
158,948
24,732
29,546
UT of Beaver Creek / Cape Fear
18-31-19-5
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the. scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6081103
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.
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. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
.approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a.minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered.on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3 of 6

State Stormwater Permit
Permit No.SW6081103
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The.issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Permit issued this the 22"d day of December, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water QualityV V v
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6081103
Shoppes at Raeford
Stormwater Permit No. SW6081103
Hoke 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,
Shoppes at Raeford
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted. deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6081103
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
A
Please submit this Designer's Certification to: Fayettville Regional Office
Surface Water Protection
225 Green Street
Systel Building, Suite 714
Fayetteville, NC 28301-5043
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6

State Stormwater Permit
Permit No.SW6081103
Shoppes at Raeford
Stormwater Permit No. SW6081103
Hoke County
Designer's Certification
I, Jeff Belyea , as a duly registered Engineer
in the State of North Carolina, having been authorized to observe periodically weekly/
full time) the construction of the project,
Shoppes at Raeford
(Project)
for Raeford Retail Investments LLC (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:
Built -upon area for Pond 1 was increased by approximately 2310 SF due to the addition of
an ATM within the parking lot on the Shops tract. This minimum increase in built -upon area
does not adversely impact the Stormwater Management System because the actual surface
area ratio for the Pond was greater than the required surface area ratio and this modification
was absorbed within this overage.
Signature lC/
Registration Number 034739
Date
DENR-FRO
MAY 2 4 2010
DWQ
SEAL
PIA Z/ ,'
��...........pF O y9`4. ,
SEAL =
034739 =
v��.�cNGINEEQ' •!4�``
AY G.
Page 5 of 6

State Stormwater Permit
Permit No.SW6081103
Certification Requirements:
X 1. The drainage area to the system contains approximately the permitted
acreage.
X
2. The drainage area to the system contains no more than the permitted
amount of built -upon area. (See deviation on previous page)
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
x_7. Trash rack is provided on the outlet/bypass structure.
X 8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than 3:1.
X
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been
provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
_X14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
X 15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayettville Regional Office
Surface Water Protection
225 Green Street
Systel Building, Suite 714
Fayetteville, NC 28301-5043
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
DEAR -FRO
MAY 2 y 2010
Page 6 of 6
DWQ

DWQeUSE:iOIVLY' ... a's""xN` "
',�z�it' e' s .�"�°. s��3s ,&'^,
Date Received
Fee Paid
Permit Number
5W60T)J0?
State of North Carolina j 1�
Department of Environment and Natural Resources I[1�]N
Division of Water Quality j� 9
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 'a N
This form may be photocopied for use as an original '
Z
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Raeford Retail Investments, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Art Kepes, Vice President
3. Mailing Address for person listed in item 2 above:
1415 Stuart Engals Blvd.
City:Mount Pleasant State:SC Zip:29464-3346
Phone: (803 ) 654-7888 Fax: (843 ) 654-7889
Email:akepes@wrsreal!y.com
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
North side of US Hwy 401 at its intersection of Club Pond Rd.
City:Raeford County:
6. Directions to project (from nearest major intersection):
1300 LF east of the intersection of US Hwy 401 and US Hwy 401 Business
Zip:28376
7. Latitude:35° 00' 28.508" N Longitude: 79° 10' 27.142" W of project
8. Contact person who can answer questions about the project.
Name:Chris Manes Telephone Number: (770 ) 447-8999
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New []Renewal []Modification
Form SWU-101 Version 09.25.08 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberN/A and its issue date (if known)N/A
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. 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 0404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Stormwater for this project will be treated via two (2) above ground wet detention basins.
2. Stormwater runoff from this project drains to the Cage Fear River basin.
3. Total Property Area: 38.908 acres 4. Total Coastal Wetlands Area: 0.00 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:38.908 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):69.5
7. How many drainage areas does the project have?3
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basir'lnformation r "
w Drainage Area 1 :
; `� " ; „ Dramage,Area- 2
Receiving Stream Name
See Attached
Stream Class & Index No.
Total Drainage Area (so
On -site Drainage Area (so
Off -site Drainage Area (so
Existing Impervious* Area (sf)
Proposed Impervious*Area (so
% Impervious* Area (total)
`` ;�
Impervious Surface Area., , $
;, t Drama e Area is
g ��
trr
y Drama e�Area 2
g „ t`
On -site Buildings (so
On -site Streets (so
On -site Parking (sf)
On -site Sidewalks (so
Other on -site (so
Off -site (so
Total (so:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (B UA).
Form SWU-101 Version 09.25.08 Page 2 of

9. How was the off -site impervious area listed above derived?Civil consultant utilized aerial photography
and quad maps to delineate off -site area analysis
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment
Forms can be downloaded from hU://h2o.enr.state.nc.us/su/bml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will nm 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.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from htW://h2o.enr.state.nc.us/su/bmp forms htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of 4

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. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at lntp:Hh2o.enr.state.nc.tis/su/msi maps htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
Original and one copy of the Stormwater Management Permit Application Form
C-t-^�
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
G Ii
required as per part 1 V above)
• Original of the applicable Supplement Fonn(s) and O&M agreement(s) for each BMP
C.; A/`
• Permit application processing fee of $505 (Express: $4,000 for 1-ID, $2,000 for LD)
payable to NCDENR
C /t1
• Calculations & detailed narrative description of stormwater treatment/management C
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Wolverton & Associates, Inc. (Attn: Chris Manes)
Mailing Address:6745 Sugarloaf Parkway, Suite 100
CitTDuluth State:GA Zip:30097
Phone: [phone] Fax: [phone]
IimaiLChris. ManesQwol verton-assoc.com
Vill. APPLICANT'S CERTIFICATION
I, (print or type )tame of person listed in General Infornmtion, item 2) Art Kenes ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed io conformance with the approved plans, that the required deed restrictions
and protective coven is will b r orded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. r / . /
FonnSWU-101 Version09.25.08
Page 4 of 4
Date: ID/ i(, tog

Receiving Stream Name
Stream Class & Index No.
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Existing Impervious* Area (s
Proposed Impervious* Area
%Impervious*Area (total
On -site Buildings I
On -site Streets (sf
On -site Parking (s'
On -site Sidewalks
Other on -site (sf)
Unnamed Tributary of Beaver Creek
Unnamed Tributary of Beaver Cree
Unnamed Tributary of Beaver Creek
"C
"C 18-31-19-5"
"C 18-31-19-5"
18-31-19-5"
771796
1661858
275081
771796
754241
168795
0
0607270
907617
0
733376
106286
0
9234
f)
(sf)
78.68
44.13
3.36
_
4Wl . Drainage Areal'
w n _ sou
(_ prainagelArea2
. Drairiage�Areak3" P
as<• —
191784
0
0
41448
19913
9234
0
293322
48125
27453
1805
0
245047
300210
0
0
171539
0
607270
733376
9234
Total (sf):l
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project build upon area (BUA).

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Developments with Outparcels
where outparcel lots will be subdivided from the main tract and sold. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with
the design criteria used to size the stormwater control facility.
I, Art Kepes acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit NumberSW6081103 as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5, Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcell's) shown on the approved plans is as follows.
I
10.
Outparcel it BUA Outparcel # BUA Outparcel BETA
1 85% 3 85% Excess Prop 81%
85% 4 72%
These allotted aniounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot limes and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
Built -upon area in excess of the permitted amount will require a permit modification.
The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
For those outparcels or future development areas whose ownership is not retained by the
permittee, the ne owner sit
submit a separate offsile stormwater permit application to the
Division of Wat r Qu lily r d receive a permit prior to construction. / y
Signature: Date: O I D I U 0
1. Eaur C( con:f-es h� �10-r� a Notary Public in the
State of t> L( c-koO--%Q-- County of Cf.Xll LLS
do hereby certify that I ��--��-S JJ __ personally appeared
before me this the _1_� day of ViirU�-�JV , 20 03 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
g re.ivt t
My Commission expires
Fonn DRPC-2 Rev. l Page 1 of 1

Permit No. _SW6C>9/)0_7
(to be provided by DVVQ)
AGM
HCDENR of
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required flems Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
Drainage area
13� 771,796.08
Impervious area
d! 607.269.K
2
ft
% impervious
78.68
%
Design rainfall depth
Storage Volume: Non -SR Waters
Minimum volume required
48,761. 00
ft3
Volume provided
50,713.00::r:q
ft,
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
in
Pre -development I -yr, 24-hr runoff
3
ft
Post -development 1-yr, 24-fir runoff
3
ft
Minimum volume required
it 3
Volume provided
3
it
Peak Flow Calculations
1 -yr, 24-hr rainfall depth
in
Rational C, pre -development
CN - 57.22i
(unitess)
Rational C, post -development -
CN=90:1V:i'.
(uniVess)
Rainfall intensity: 1 -yr, 24-hr storm
013 :J1
infhr
Pre -development 1 -yr, 24-hr peak flow
6.80
=: ft3lsec
Post -development 1 -yr, 24-hr peak flow
6.50
ft 3 Isec
Pre/Post 1-yr, 24-hr peak flow control
-0.30
felsec
Basin Elevations
Basin bottom elevation
238.00
: ft
Sediment cleanout elevation
:239.001
ft
Bottom of shelf elevation
247.50'
ft
Permanent pool elevation
248,00'
SHWT elevation
236.00, J7
Top of shelf elevation
248.50'
r ft
Temporary pool elevation
ft
Form SW401-Wet Detention Basin-Rev.4 Parts I. & 11. Design Summary, Page 1 of 2

Permit No..5" CT t!' 0 3
(to be provided by DWQ)
1l.!!DESIGNi1NF.ORMATIONt, '
Volume and Surface Area Calculations
SAIDA ratio
_
..3.17 (unilless)
Surface area at the bottom of shelf
21,235.001:,', fit
Volume at the bottom of shelf
:,: r 119,327.00'ij!9 r I (t3
Permanent pool, surface area required
li 24,446.00 "-:: (t2
Permanent pool, surface area provided
24,446.00 ,.r;' fl2
OK
Permanent pool volume
di! 130,736.0014! ft'
Average depth for SAIDA tables
5.35 ft
OK
Surface area at the top of shelf
I' 27,854.00 :" ft2
Volume at the top of shelf
143,801.00 , tt3
Forebay volume
24 732.00I:r,;',!; rya
Forebay % of permanent pool volume
18.92 %
OK
Temporary pool, surface area provided
` 34,034.00 '', "ft2
Drawdown Calculations
'
Treatment volume drawdown time
�d!I '. 2.DD�,
'!,lilp
days
OK
Treatment volume discharge rate
I1$Ti, 1"0.26.i1!Lli
III
ry'Is
Pre -development 1-yr, 24-hr discharge
6.80:.- ;1::' ft3la
OK
Post -development 1-yr, 24-hr discharge
6.50 'r,;,l:It%s
OK
Additional Information
Diameter of orifice
I! 3:75 in
Design TSS removal
_--90 '' %
Basin side slopes
3.00 I.. ^1I:1
OK
Vegetated shelf slope
1000'ili,�i11:1
OK
Vegetated shelf width
1000' ' ;ft
OK
Length of flowpath to width ratio
I' ,'.-.3.30� :': 'A
OK
Length to width ratio
ry : 2.52 i':1
OK
Trash rack for overflow & orifice?
III II,' Y hi iyi'!!I!, (Y or N)
OK
Freeboard provided
,1 1.26 l i,. l, ft
OK
Vegetated filter provided?
:_: N ",�. (Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
I, •.. Y ', III (Y or N)
OK
Capures all runoff at ultimate build -out?
III .Y "'I!, (Y or N)
OK
Drain mechanism for maintenance or emergencies
''.12' Emergency drain w/cap �, ` 1 !
Forth SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
Srw6 0 81103
(to be provided by DWw
pP WAr
NCDENR
STORMAIATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project name Shoppes: at Raeford
Contact person 1 Bo Murphy
Phone number 843-654 7888 1
Dale 12/18/2008
Drainage area number Al Pond 2 -
Site Characteristics
Drainage area
1,661857.56 ??+,ft�
Impervious area
733 37616
1.. ft3
%impervious
44.13
%
Design rainfall depth
1.00
in
Storage Volume: Non -SR Waters
Minimum volume required
61,937 00
- :; °;: ft3
Volume provided
64,422.00
ft,
Storage Storage Volume: SR Waters
1-yr, 24-hr runoff depth'
in
Pre -development 1-yr, 24-hr runoff
g3
Post -development 1-yr, 24-hr runoff
If
Minimum volume required
ft3
Volume provided
`I. ft
Peak Flow Calculations
1-yr, 24-hr rainfall depth
31.04
'i in
Rational C, pre -development
[CN = 57 22
(unilless)
Rational C, post -development
ICN - 74 57:
(unilless)
Rainfall intensity: 1-yr, 24-hr storm
L013
. in/hr
Pre -development l-yr,24-hrpeak flow
680
ft/sec
Post -development 1-yr, 24-hr peak flow
6 50 -
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
-0.30
ft'/sec
Basin Elevations
Basin bottom elevation
241.00
':. ft
Sediment cieanoutelevation
242.00
:ft
Bottom of shelf elevation
250.50
ft
Permanent pool elevation
251.00
;,. ft
SHWT elevation
242.00 _ _
j ft
Top of shelf elevation
=251 50
:,ft
Temporary pool elevation
1.252.70
It
Form SW401-Wet Detention Basin-Rev.4 Parts I. & 11. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWq)
IL , DESIGN'INFORMATION'.,
Volume and Surface Area Calculations
SA/DA ratio
Surface area at the bottom of shelf
Volume at the bottom of shelf
Permanent pool, surface area required
Permanent pool, surface area provided
Permanent pool volume
Average depth for SA/DA tables
Surface area at the top of shelf
Volume at the top of shelf
Forebay volume
Forebay % of permanent pool volume
Temporary pool, surface area provided
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to vndth ratio
Length to vridlh ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
1.95 II
(unilless)
27,883.00 "`
;' 8'
143.879 00
rya
P " 32;457.00
': g'
" 32,457.00 'a:
g'
16;1.158.94800
':'g'
4.90
1t
37,188.00 `=;g'
Ili'11,.176,34500
',:g'
1.' '' 29,546 00
g'
18.59
%
I,i.ri.40,70600
':'g'
2.00�
days
III li'I' 0.3511
':: H'/s
6.80
", fl'/s
oA
OK
OK
OK
OK
OK
OK
OK
OK
Ok
OK
OK
or N) OK
OK
or N) Design must be based on 90%TSS removal
or N) OK
or N) OK
Form SW401-Wet Detention Basin-Rev.4 Pans I. S II. Design Summary, Page 2 of 2

Permit,Number:.5 W6 O g'l I O3
(to be provided by DWQ)
Drainage Area Number: I
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3
Page 1 of 4

Permit Number: SW60S iJ D3
(to be provided by DWQ)
Drainage Area Number: )
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMW.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number: -SW 8ocr I ( 03
(to be provided by DWQ)
Drainage Area Number: I
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove .
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 9 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 9 feet in the forebay, the sediment shall
be removed.
Sediment Removal
.Itt
239.00
---------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
' ft Min.
Sediment
Storage
Permanent Pool Elevation 248.00
Pool
Sediment Removal Elevation 239.00 Volume
---------------------------------- -----
Bottom Elevation 238.00 1 1-11
MAIN POND
Storage
Form SW401-Wet Detention Basin O&M-Rev.3
Page 3 of 4

Petmit Number:-5wCO(? )103_
(to be provided by UIVQ)
I acknowlcclgc 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:Shon_pes at Raeford
BA1P droinnge to-do number:I -
print name:
Title: Vice President
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 owned the president.
I, (a,,C.t_..PCuC-Dg. t10a Notary Public for the State of
S,mc+-k [A/I,p 1,_, County of C �S do hereby certify that
personally appeared before me this
day ofQ� Lp . - a�� , and acknowledge the due execution of the
forgoing wet detention basin maintena
seal,
SEAL
requirements. Witness my hand and official
My commission expires rtl, -)0 1 c�
—nr
Porn SW401-Wet Detention Basin O&NI-Rev.3 Page of

Permit Number:.5hl6 097/1 o3
(to be provided by DWQ)
Drainage Area Number: ''L
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3
Page 1 of 4

Permit Number: sl✓�®g��b3
(to be provided by DWQ)
Drainage Area Number: z
BMP element:
Potential problem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number: 3k/6 oVj f o 3
(to be provided by DWQ)
Drainage Area Number: Z
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment,
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 9 .feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 9 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
242.00 I l
-----------------
BASIN DIAGRAM
(fill in the blanks)
Lft Min.
Sediment
Storage
Permanent Pool Elevation 251.00
Pool
Sediment Removal Elevation 242.00 Volume
Bottom Elevation 241.00 1 1-ft
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number. .5k/60Si/ 03
(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:Shopoes at Raeford
BMP drainage area number:I -
Print name:Art Kepes
Title:Vice President
Date: 11 Jl 3 I VD
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, �Qlll G COO C-S M l phaS , a Notary Public for the State of
S00 Vk (c}ro I County of CIL, f- l e S bDn do hereby certify that
personally appeared before me this
dayof Nory e j,, i>e.i- , a��, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, - -do",
SEAL
My conunission expies_._ LAURA COATES MELONAS
Notary Public
State of South Carolina
Commission Expires April 24, 2018
Form SW401 Wet Deton6on Basin O&M-Rev.3 Page 4 of 4