SW6141201_CURRENT PERMIT_20150115

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

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 15. 2015
Mr. Arthur J. Kepes, Executive Vice President
Spout Springs Retail Investments, LLC by WRS, Inc.
550 Long Point Road
Mt. Pleasant, South Carolina 29464
Subject: Stormwater Permit No. SW6141201
Spout Springs Shops
High Density Wet Detention Stormwater Project
Cameron, Harnett County
The Stormwater Permitting Unit received a complete package for the Spout Springs Shops project
on December 22, 2014. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2006-246. We are forwarding this Stormwater Management Permit No.
SW6141201, issued January 15, 2015, for the construction, operation and maintenance of the
subject project and the stormwater BMPs.
This permit shall be effective from the original date of issuance until January 15, 2023, and shall be
subject to the conditions and limitations as specified therein, and does not supersede any other
agency permit that may be required. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management
system, to record deed restrictions, to follow the procedures for transfer of the permit, or to renew
the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes. Per NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh,
NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:l/portal.ncdenr.oro/webAr/
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Mr. Arthur J. Kepes, Executive Vice President
Spout Springs Shops, Cameron, Harnett County
January 15, 2015
Page 2
After thirty days from the date of this letter, this project will be kept on file at the NCDENR Division
of Energy, Mineral and Land Resources, Land Quality Section, Fayetteville Regional Office. If you
have questions after that time, please contact Brad Cole, brad.cole aC�ncd6nr.gov, of that office.
Until that time, if you have any questions or need additional information concerning this permit,
please contact Bill Diuguid at [phone]; or bill.diuguidCa ncdenr.gov.
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., CPM
Director, Division of Energy,
Mineral and Land Resources
cc: NCDENR DEMLR Fayetteville Regional Once
Central Files
Stormwater Permitting Unit Files
Attachments

State Stormwater Permit
Permit No.SW6141201
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT MODIFICATION
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
Spout Springs Retail Investments, LLC by WRS, Inc.
Spout Springs Shops
NC Highway 24/87
Cameron, Harnett County
FOR THE
construction, operation and maintenance of one wet detention basin in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Energy, Mineral and Land Resources (DEMLR), Land Quality Section and considered a
part of this permit.
This permit dated January 15, 2015 shall be effective from the original permit date of
issuance until January 15, 2023, 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 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 1,126,396 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 7

r
State Stormwater Permit
Permit No.SW6141201
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
The following design criteria have been provided in the revised wet detention
basin design and must be maintained at design condition:
Wet Detention Basin
a.
Drainage Area, acres:
30.98
Onsite, ft :
1,349,489
Offsite, ft2:
0
b.
Total Impervioyys Surfaces, ftz:
1,126,396
Buildings ft :
233,596
Roads/Parking, ft2:
626,523
Other, ft2-sidewalks
3,625
Future, ft�:
262,652
C.
Pond Depth, feet, b.shelf to sediment top:
3.50
d.
TSS removal efficiency:
90%
e.
Design Storm: inches
1.0
f.
Permanent Pool Elevation, FMS
259.50
g.
Permitted Surface Area @PP ft :
78,398
h.
Permitted Storage Volume, ft,:
459,523
i.
Storage Elevation, FMSL:
261.60
j.
Controlling Orifice: inches
4.75
k.
Permanent Pool Volume, ft3:
273,016
I.
Forebay Volume, ft3:
54,423
m.
Receiving Stream/River Basin:
Muddy Creek (Overhills Lake)
Cape
Fear Basin
n.
Stream Index Number:
18-23-26
o.
Classification of Water Body:
"C"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the completion of any
built -upon surface and the issuance of any certificate of occupancy.
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 stonmwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 2 of 7

State Stormwater Permit
Permit No.SW6141201
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
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.
Page 3 of 7

State Stormwater Permit
Permit No.SW6141201
III. GENERAL CONDITIONS,
1. 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 Energy,
Mineral and Land Resources, Land Quality Section, signed by both parties, and
accompanied by supporting documentation as listed on page 2 of the form. The
project must be in good standing with the Division. The approval of this request
will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral
and Land Resources, Land Quality Section, 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 21-1.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Page 4 of 7

State Stormwater Permit
Permit No.SW6141201
This Permit issued this the 15th day of January, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
jo,-Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

Spout Springs Shop
Stormwater Permit No. SW6141201
Cameron Harnett County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to
full time) the construction of the project,
Spout Springs Shop
(Project)
for
State Stormwater Permit
Permit No.SW6141201
observe (periodically! weekly/
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.SW6141201
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Brad Cole
NCDENR DEMLR
Fayetteville Regional Office
Land Quality Section
225 Green Street
Systel Building, Suite 714
Fayetteville, NC 28301-5043
Page 7 of 7

i
:..,,.,-DENILR USE ONLY
Date Received
FeePaid
Penni i w er
Z O 3 — ;L01
.,C'O,C'. o0
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 LaTh lI - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina G``'' D
Department of Environment and Natural Resourea C,F: v
Division of Energy, Mineral and Land Resourcest ` 3 V4
STORMWATER MANAGEMENT PERMIT APPLICATION
DFO�*pUAt-IN G
This form may be photocopied for use as an original STDEJ4?'- ERPERM1111N
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
NC Highway 24 / 87
City:Ca meron Coun ty:Fla rnett/ Zi p:28326
3. Directions to project (from nearest major intersection):
From the intersection of NC Hwy 24 & NC Hwy 87 -Travel S-SW on NC 24/87 approximately 2.7 miles. Site
will be on the West side of NC 24 / 87 directly across from Brinkley Hill Lane intersection.
4. Latitude:35° 14' 46.32" N Longitude:-79° "1' 25.58" W of the main entrance to the project.
K 0 r+I N r aa.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tReneznals With aodifieations also requires SWU-102 - Reniaual Application Fornz
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the Stormwater project number,
if assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
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: 37 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts DWR #14-108
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 permit401 Water Quality Certification - DWR #14-108
5. Is the project located within 5 miles of a public airport? NNo UYe
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I of 6

Ill. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Snout Springs Retail Investments LLC by WRS Inc. its Manager
Signing Official & Title:Arthur 1. Kepes, Executive Vice President
b.Contact information for person listed in item I above:
Street Address:550 Long Point Road
City:Mt. Pleasant State:SC Zip:29464
Mailing Address (if applicable):Same as Above
City:
Phone: (843 ) 654-7888
Email:bmurphy©wrsrealty.com
Fax: (843 ) 654-7889
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:Spout Springs Retail Investments. LLC by WRS. Inc. its Manager
Signing Official & Title:Arthur T. Kepes, Executive Vice President
b.Contact information for person listed in item 2a above
Street Address:550 Long Point Road
City:Mt. Pleasant State:SC Zip:29464
Mailing Address (if
City:
Phone: (843 ) 654-7888
Email:bmurphyOwrsrealty.com
State: Zip:
Fax: (843 ) 654-7889
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
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
Email -
4. Local jurisdiction for building permits: Harnett County
State: Zip:
Fax: ( )
Point of Contact:lay Sikes Phone k: (910 ) 893-7525
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
With the completed development storm water will be collected in area inlets and transferred via underground
pipe network to a forebay and wet detention facility. Runoff from the pond will be released using an outlet
control structure (to rates less than the pre -developed run off rates).
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. Stonnwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 45.17 acres 5. Total Coastal Wetlands Area: 0.0 acres
6. 'Total Surface Water Area: 0.0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:45.17 acres
Total project area shall be calculated to exclude the followingg the normal pool of impounded structures, the area
between the banks of strearns and rivers, the area beloto the Unial High Water (NHW) line or Mean High Water
(MHW) line, and coastal ¢wetlands latdeaard from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nou-coastal rwetlands landeonrd of tlne NHW (or MHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X'100 = 57.30 %
9. How many drainage areas does the project have?] (For high density, court 1 for each proposed engineered
storrnwnter BMP. For loco density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project attach an additional sheet with the information for each area
provided in the same format as below.
Basin Informahon
µ .i
Drmna ¢,Area. :Drama
e Area
Diaina e Aiea"
Drama ¢,Area- '
Receiving Stream Name
Muddy Creek
(Overhills
Lake
Stream Class
C
Stream Index Number *
18-23-26
Total Drainage Area (so
1,349,489
On -site Drainage Area (so
1,349,489
Off -site Drainage Area (so
0.0
Proposed Impervious Area** (so
1,126,396
% Im ervious Area** total
83.5%
In erviou` ',Surface Area _
Draina �e Aiea =
;Diaida e Area ir'
Draina e Area'r i,
Drama ¢ Area',(,ih
On -site Buildings/Lots (so
233,596
On -site Streets (so
N/A
On -site Parking (so
626,523
On -site Sidewalks (so
3,625
Other on -site (so
Future (so
262,652
Off -site (sf)
0.0
Existing BUA*** (so
0.0
Total (so:
Stream Class and Index Number can be determined at: irttp✓/t)ortnLncdenr.ork/twebAi)gViis/esu/classujications
1�orru SWU-101 Version Oct. 31, 2013 Page 3 of 7

Impervious area is defined as the [milt upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amortnt 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 ne7o BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation. All offsite water
(from NC 24 / 87 & east) is captured in existing storm drain structures and ditches and routed/discharged
Projects in Union County: Contact DEYWLR Central Office staffto check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A 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 kitty://t)ortal.ncdenr.ore/web/wq/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://partal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map atlittp://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed R strictions & P o ctiv Covenants
Form. (if required as per Part VII below)
s S s) sealed err W �S) and . ,(
3. Original of the applicable Supplement Fonn(s) (sealed, signed a4td dated) and O&C41
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envlielp.org/pages/oiiestopexpress.htnilfor information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
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.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or N1-IW 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.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

I. Details of roads, drainage features, collection systems, and stornnvater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
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 SI-IWT 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"xl1" 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 DEIv�LR to verify the SHWT prior 1
to submittal, [phone].) t+�•\\qq,�t_ y�J�.y�y� v O+� c�oisv� '1 iwt C�cSLY
10. A copy of the most current property deed. Deed bodRr� Page att'o
l'I. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.stite.nc.us/Corporatioiis/CSearcli.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortaI.ticdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:]. Ed Buchli
Consulting Firm: Wolverton & Assoc., Inc.
Mailing Address:6745 Sugarloaf Parkway, Suite 100
City:Duluth
Phone: (770 ) 447-8999
Eiiiail:[e-mail]
State:GA Zip:30097
Fax: (770 ) 447-9070
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filler! out, complete this
section)
1, (print or type name of person lister! in Contact Information, iteni 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
lister) in Contact Information, item la) with (print or type rmme of organization listen in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature:_
1,
before me this
a Notary Public for the State of
do hereby certify that
day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version Oct. 31, 2013 Page 7 of 7

Permit No. S(.1//A1 /Z4IJ
do be pmvnled by Q WQ)
®TA
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information,
843-654-7886.
O�OF W A rf9O
IhDESIGNiINF,ORMATION':.v
A -A '. rs= � -'= � �`a':'
Site Characteristics
Drainage
�/ m
// d �j �a
77— "A_7_ II�,{._
area
Impervious area, post -development
1;460,410-rye
' 1,126,396 R2
G—�
�nL
°
v/z Si7 Tdrt,J
%impervious
77.13
Design rainfall depth
1.0in
Storage Volume: Non-SAWaters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWF elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
363,585'' ft3
459,523, 113
OK, volume provided is equal to or in excess of volume required.
ft3
k3
ft3
ft3
It
,y :,(Y or N)
3.1 in
0.25.(unitless)
0.79, (unitless)
0.13 inter OK
u lsec
6.07 ft3lsec
.9,81 H31cac
261.60, fmsl
259.50 final
259.31, mat
260.00. final
259.00 fmsl
256.00'. final
`255.00 final
1.00 It
y (Y or N)
261,6 fmsl OK
I lt5
�NU3n top
r
//✓ 0 /29
SEA
0.3473
31NEEP' y�tiP
G. BED
rtrrt3r"`s``
Form SW401-Wet Detention Basin Rev 9-m1 B112 Pans I. is I. Design Summary, Page 1 of 2

Permit Noc
no be provided by DWO)
IV',DESIGN INFORMATION',, ' ' ^ " ". , _ - . • -_. , _ _, . .
Surface Areas
Area, temporary pool
95,740 ft'
Area REQUIRED, permanent pool
58,416 ft'
SAIDA ratio
4.00 (unitless)
Area PROVIDED, permanent pool, Ape,m p,
_ 78,398 ft` OK
Area, bottom of 1 Oft vegetated shelf, Ay v„ y
55,806 ft`
Area, sediment cleanout, tap elevation (bottom of pond), Aw, r„,a
37,397 ft`
Volumes
Volume, temporary pool
459,523 ft' OK
Volume, permanent pool, Vpp,,,, "
273,016; ft1
Volume, forebay (sum of forebays if more than one forebay)
54,423'. ft'
Forebay % of permanent pool volume
19.9 % % OK
SA/DA Table Data
Design TSS removal
t ,: 901
Coastal SA/DA Table Used?
n -. (Y or N)
Mountain/Piedmont SA/DA Table Used?
- -. `; y 1. . ; (Y or N)
SA/DA ratio
4.00 (unitless)
Average depth (used in SA/DA table):
Calculation option 1 used? (See Figure 10-2b)
i... '_n '` �.`; (Y or N)
Volume, permanent pool, Vp&, ,,
273,016 ft'
Area provided, permanent pool, Ara,,,"
78,398 It`
Average depth calculated
ft Need 3 5 min.
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
". I it
Calculation option 2 used? (See Figure 10-2b)
y (Y or N)
Area provided, permanent pool, A._"
78,398 It`
Area, bottom of 1 Oft vegetated shelf, A.-,,.,
55,806 fit`
Area, sediment cleanout, top elevation (bottom of pond), Aao, d
37,397 ftc
'Depth' (distance b1w bottom of 1011 shelf and top of sediment)
3.00 It
Average depth calculated
4,00 ft
OK
Average depth used in SA/DA, d„, (Round to down to nearest 0.5ft)
4.0 It
OK
Drawdown Calculations
Drawdown through orifice?
:y_- (Y or N)
Diameter of orifice (if circular)
4.75 in
Area of orifice (if-noncircular)
, in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
2.10. It
Drawdown through weir?
n (Y or N)
Weir type
-_ ..(unitless)
Coefficient of discharge (C.,)
(unitless)
Length of weir (L)
- It
Driving head (H)
- ft
Pre -development 1-yr, 24-hr peak flow
15.88 ft'/sec
Post -development 1-yr, 24-hr peak Flow
_ 6.07 fta/sec
Storage volume discharge rate (through discharge orifice or weir)
2.85 fte/sec
Storage volume drawdown time
2.00 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
- 10 :1
OK
Vegetated shelf width
15.0 ft
OK
Length of 8owpath to width ratio
4 :1
OK
Length to width ratio
. 3.8 :1
OK
Trash rack for overflow 8 orifice?
y (Y or N)
OK
Freeboard provided
1.5, It
OK
Vegetated filter provided?
n (Y or N)
OK
Recorded drainage easement provided?
y (Y or N)
OK
Capures all runoff at ultimate build -out?
y (Y or N)
OK
Drain mechanism for maintenance or emergencies is
"
Form SW401-Wet Detention Basin-Rev.9-4/18/12
Pans I. 8IL Design Summary, Page 2 of 2

Permit Number: SW a/*/20I
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the 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.4 Page 1 of 4

Permit Number::5 ✓ 61 *1 z.D/
(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 BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
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. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 33:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom E
257.0
---------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
ft Min.
Sediment
Storage
Permanent Pool Elevation 259.50
Pool
Sediment Removal Elevation 256.0 Volun
--------------------------------------
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4

Permit Number:
(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:Spout Springs Shops
BMP drainage area number:
Print namc:Spout Springs Retail Investments LLC by WRS Inc., Its Manager
Title:Arthur J. Kenes, Executive Vice President
Address:550 Long Point Road, Mt. Pleasant, SC 29464
Phone:[phone]
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, , a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

,Jr
Permit No. W 4 1 LF / 20
do be pmvltletl by DWD)
Ili 5/f S
AZ
NCDENR
Contact person
Phone number
Date
Drainage area number
02 F W ATFgQG
g v
> ti
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o c
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.
Il.'DESIGWNFORMATION�Y� ".....-:c�Fi':
Site Characteristics /
Drainage area "" 1,460,4101 it'I/
Impervious area, post -development 1,126,396. ft" ✓
%impervious 77.13 %
Design rainfall depth - 1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr mnoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Past -development 1-yr, 24-hr peak flow
Pre/Post 1-yr. 24-hr peak Flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pen. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanoul, bottom elevation
Sediment storage provided
Is there additional volume stored above the slate -required temp. pool?
Elevation of the top of the additional volume
363,585 ft3 /
459,523 ft3 OK, volume provided is equal to or in excess of volume required.
it
ft3
it
ft3
ft3
y . (Y or N)
3.1 in
..0.25 (unitless)
0.79.(unitless)
0.13. inthr OK
15.88 ft3/sec
6.07 ft3/sec
-9.81 ft3lsec
261'.60 fmsl
259.50. fmsl
_ [tttrr;?259:31ifmsl
260.00: fmsl
^—_ -`', 259.00'fmsl
256.00:fmsI
255.00 fmsl
1.00 it
y (Y or N)
261.6 fmsl OK
J3`3,nn I,„,
SEA =
034
.�••.IZlz�3
(,GI
F9V G. k3
„.... 0
Form SW401-Wet Detention Basin-Rev.9-411e/12
Pans I. & II. Design Summary, Page 1 of 2

Permit No.
7. be provided by DWO)
.. 4�v.�':. 7• RIDESIGWINFORMATIONk '�4,
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A.-P.
Area, bottom of 10ft vegetated shelf, A. v
Area, sediment cleanout, top elevation (bottom of pond), At.,.,
Volumes
Volume, temporary pool
Volume, permanent pool, V.-.
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MounlainlPiedmont SA/DA Table Used?
SA7DA ratio
Average depth (used in SAMA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp,,,,,�
Area provided, permanent pool, Ap, _,,
Average depth calculated
Average depth used in SA/DA, d,„ (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap,,,, pm
Area, bottom of 10ft vegetated shelf, Ab L ,,
Area, sediment cleanout, top elevation (bottom of pond), A,_�
95,740 ftz
58,416 ftz
4.00 (unitless)
,.78,398 it, OK
37,397 ft`
459,523 ft1 OK
.273,016 k'
54,423. k'
19.9% % OKK
.'90% V
(Y or N)
4.00 (unitless)
27'31 it,
78,398 k`
ft
_ft
y (Y or N)
78,398 ft`
55.806 ft`
37,397 ftz
'Depth' (distance blw bottom of 1 Oft shelf and lop of sediment) 3.00 it
Average depth calculated 4.00 it
Average depth used in SAIDA, it,,, (Round to down to nearest 0Sft) - 4.0 It
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of odfce (if -non -circular)
Coefficient of discharge (Cu)
Driving head (Ho)
Drawdown through weir.?
Weir type
Coefficient of discharge (C„.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drwdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Captures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
y (Y or N)
4.75 in
in
0.60 (unitless)
2.10it
n (Y or N)
.(unitless)
(unitless)
k
R
15.88 ft'isec
6.07 ft'isec
2.85 ft'lsec
2.00 days
3 :1
15.0 it
4 :1
3.8 :1
y (Y or N)
1.5 ft
n (Y or N)
y (Y or N)
y (Y or N)
Need 3 it min.
OK
OK
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Wet Detention Basin-Rev.9-4r10112
Pans I. & II. Design Summary, Page 2 or 2

COt>Y
Permit Number:SV61AF1 2-01 — 1�1611r
(to be provided by DWQ)
Drainage Area Number: _^
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the 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
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
MAY 1 1 2015
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:
Potential problem:
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
lon
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number: S 1,/ / 2 o f
(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 spray in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number: S t./ (*I L' /2 O f
(to be provided by DWQ)
Drainage Area Number:._,_.,_-_,
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. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 33:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 22:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(rill in the blanks)
Permanent Pool Elevation 259.50
257.0 a Pc mancn Pool
-------------- volume Sediment Removal Elevation256.0 Volume
256_0 -.fi Min. ---------------------; --------------------- ------
Sediment Bottom Elevation 255.0 1-ft m
Storage Sedintel
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M -Rev.4
Page 3 of 4

Permit Number: 5 W G/ Af / Z o)
(to be provided by DWQ)
1 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:Sl)out Springs Shops
BMP drainage area number:
Print name:Spout Springs Retail Investments LLC by WRS Inc., Its Manager
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 Marianne- Y n . Kelly , a Notary Public for the State of
South Carm)i n@ , County of Char I esfon , do hereby certify that
Arthur T . )iepes personally appeared before me this I S+h
day of December , &Dl , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, I(Y)a .�
�I Notor Cab Public,
July SoulE RIANNE M. CaYre line f
SEAL
My commission expires July 18 , a019
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number
7-o/df,- 1 S OS I = 6' l0 /ZO/
Ca e Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 h 11 - Post construction
all that apph/) ❑ Non -Coastal SW- HQW/ORW Waters p Universal Stormwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form maybe photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements,. etc.):
Spou t Sprin¢s ;hoes
2. Location of Project (street address):
Ci ty:Ca nreron Cou nty: Ha rnel to Zip:28326
3. Directions to project (from nearest major intersection):
I--rom the intersection of NC Hwy 24 &.NC I-hvy 87-'I'rnvt:l S=;W on NC 24/87 autrosinialelb2.7 miles. Site
will be on the West side of NC 24 / 87 directly across from Brinkley Hill Lane intersection.
4. Latitude;35014' 46.32" N Longitude:-791 V 25.58" IN of the main entrance to the project.
fear-+- M4,
IL PERMIT INFORMATION:
1. a.Specify whether project is (check one): ®New ❑Modification, ❑ Renewal w/ Modification
tRenewals with modifications also requires SM-702 - Renewal Application Form
h.If this application is being submitted as the result of a mudificatimr to an existing permit, list the existing
permit number_, its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed` El Completed* "provide a designer's certification,
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being sribmitted as the result of a previously returned application or a letter from
DEMLR requesting a state storniwater management permit application, list the stornrwater project number;
if assigned, N/A - and the -previous name of the project, if different than currently
proposed, N/A _
4. a. Additional Project Requirements (check applicable blanks; infurmation on required slate permits can be
obtained by contacting fire Customer Service Center at1-877-623.6748):
❑CAMA Major ®Sednnentation/Erosion Control: 37 ac of Disturbed Area
❑NPDES Industrial Stormwater g404/401 Permit: Proposed Impacts DWR.414-108
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 pennit:401 Wiler Quality Ceilificaliuo_ DWR #'14-103 '
Proposed Walmarl Store - Spout SprincsjNC; Oct. 31 2014 _ -_
5. Is the project located within 5 miles of a public airport? ONo ❑Yes
If yes, see S.L. 2012-200, part VC lit tr,://oortal ncdenr orb /web/It/rules-and-rerul at ions
Fonn SWU-101 Version Oct.31, 2013 Page I of

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, properly owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:51)out Springs Retalilnvestments LLC by WRS Inc its Manager
Signing Official &Title::Arlhur I Keys, Executive Vice President
b.Contact information for person listed: in item la above:
Street.Addl'ess:550 Long Point Road
City:Ml. Pleasant Smte:SC Zip:29464
Mailing Address (if applicable):Same as Above
City: State:. Zip:
Phone: (843 ) 654-7888 Fax: (843 ) 654-7889
Emailjbmu [e-mail]
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and2b 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 nrmre and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:SnoutSprings RetailInvestments UC by WRS.inc. its Manager
Signing Official & Title:Arthur T Kepes Executive Vice President
b.Contact information for person listed in item 2a above:
Street Address:550 Long Point Road
Cily:Mt. Pleasant State:SC 7ip:29464
Mailing Address (if applicable):
City: State: `Lip:
Phone: (843 ) 654-7888
Email:bmurpliy wrsreally.com
Fax: (843 ) 654-7889
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:
Phone: (_ ) _ Fax:
4. Local jurisdiction for building permits:
Point of ContactJM Sikes Phone M: (910 ) 893-7525
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
With the completed development storm water will be collected in area irilets and transferred viaunderground
pipe network to a forebaand wet detention facility. Runoff from the pond will be released using an outlet
control structure (to rates less than the pre -developed run off rates).
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: Dale:
b. If.claiming vested rights, identify the regulations) lhe:-project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Properly Area: 45.17 acres 5. Total Coastal. Wetlands Area: 0.0 acres
6. Total Surface Water Area: 0.0 acres
7. Total Properly Area.(4) -Total Coastal Wetlands Area (5) - Total Surface Water Area (6) =Total Project
Area': 45.37 acres
' Total project urea Aall be calculated to cxcbrdc the f ilowi❑ Ilrr. noruuil tool of left ounded struclures, the area
behuecn flee GnitAs of sfremus and r'iiiris, the avert ],Coto flee onual hitgh rater (N qM tine. or Mean Hi$h Water
(MIIM line, att d coastal wetlmrds la)ttltnnrd front !lie NhIW (i)r MHIAr) line. Tlicresultant project area is used to
rnladaleotierafl.percerd liui(f upon prep (LiLI/1). Non•conslnl ntr.Onuds Innriwaril of tlic NHW (or MIdW) linerirdy
be included in the total projeefarea.
8. Project percent of impervious area: (Total Impervious Area / Tutal Project Area)X 100 = 57.30 %
9. How many drainageareas does the project have?l (For high density, count I for each proposed engineered
stormwater BMP. For low density and outer projects, use 1 jbr the whole property area)
]0. Complete the following. information for each drainage area identified in.Pr91ect Information item 9. ff there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in die same format as below.
.TT--urr�u .yyss--�r.��e�•.rr. r
lB Tyu,y_Pr1laR0}i((y ��••
` �.,{��r
+,A�il1H errat c.�_
.�..w.. rw.. tty^
IUD'.{allla L�ATCa�_A
�p"1,.
�I�alJlil crq>•L�i
ry��g.''�+-�
Ev1pu}q [. 11
Receiving Stream Name
Muddy Creek
(Overhills
Lake
Stream Class ` - - -
C
Stream Index Number "
18-23-26
Total Drainage Area (so
1,349,489
On -site ]Drainage Area (so
1,349,489
Off -site Drainage Area (so
0.0
Proposed impervious Area** (so
11126;396
% Impervious Area"" total
83.5%
ilrn .. „r_ 1. t`ht..«
aina e Area ..
-:Rnuia
On -site Buildings/Lots, (so
233,596
On -site Streets (so
N/A
On -site Parking (so
626,523
On -site Sidewalks (so
3,625
Other on -site (so
Future (so
262,652
Off -site (so
0.0
Existing BUA'*" (so
0.0
.Total (so:
Streum Class and Index Number call be determined at httltorlal.ncdenr.ot%t�eb/tug/its/csu dnssificntions
Form SNYU-101 Version Oct. 31, 2013 Page 3 of 7

»' Inr tenuous urea is derined as the buill upon are.n.including, but not limited to, buildings, roads, parking areas,
:4icvoulks, gravel wrens, etc.
Ifrrport only than nnnntnt of existing SUA that will remain after developmeitt. Do not reparl airy existing BUA lhnl
is Ili be diumkd )oil Which will be replaced by new SUA.
11. Plow was the off -site impervious area listed above determined? Provide documentation. All offsite water
(from NC 24 / 87 & east) is captured in existing storm drain structures and ditches and'routed/discharged
off Z away from properly.
Projects in Union County: Contact DEMLR Central Office stojj'to check ifthenrojecl is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent .starmwater requirements as per'1 SA 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 submittedfor each BMP specified for this project. The latest versions of the forms can he downloaded
from hW)://portal.ncdcnr.ory/web/wq/ws/su/bmp-manual.
V /: SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources'(DEMLR). A complete package includes all of theitems listed below. A detailed application
instruction sheet and BMP checklists are available from
htt.: J1rorlal.ncdenr.org/web/wg/ws/s❑/slatcsw/forms does. The Conn plate a ppl ication package should be
submitted to the appropriate DL•MLR Office. (I'heappropriate office cony be found by locating project on the
interactive online map al hltl>xutal.ncdenr:org web w /ws/su/nna�J
Please. iindicale Ihat 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 lit!p://portal.ncdenr:oig/web/wq/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and, one copy of the sighed and nolirized Deed R sIt iclioins & 1'I'of cliv n C veil. is
Form. (if required as per Part V(f below) ?S"•=" �-"� � l"' p'rO'r`� �`' 1`r.'pr,o fit,v�'
3. Original of the applicable Supplement Form(s) (waled, signed and dated) and 0
agreements) for each BMP.
4. Peianit application processing fee of ,$505 payable to NCDF.NR. (Foram Express review, refer low _
htto: www.envhelmore/I gcs onestopezpress:litn,l for information on the L•xj,ress program
and the associated Tees. Contact the appropriate rr:gional office Express. Permit, Coordinator fill.
additional infonuation •nndl to schedule the re(Iubed apphralion meeting.)
5. A detailed narrative (one tin two pages) describing the sloe nnwalei' Ircalmenl/managennentfor
the in oject. This is required in addition to the brief snnunvy, provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If diereceiving stream is reported as class SA or thee_
receiving stream drains to class SA waters within 3/2 mile of the site boundary, include the 3/2
mile radius on the map.
7. Scaled, signed and dated calculations (one copy).
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 mrow.
I. Scale.
g. Revision number and dales.
h. Identify Al surface waters on the plans by delineating the normal pool elevation of
impounded s0•uchrreS, the banks of streams and river:;, the NIT-1W or NHlV lime of tidal
watuls, and any conslal wetlands landward of the MI-IW ur NI-11N lines. -
• Delineate the vegetated buffer landward lion, the normal pool elevation of inpounded
structures, the banks of streamsor 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.
Form S WIJ-101 Version Oct..31, 2013 Page 4 of 7

I. Details Of roaCIS, draimrl;e fealnre5, COIICCIiOil systems, and sIonnwater control meastoes.
In. Wcllands delineated, or if note on the plans that frolic exist. (Must be delineated by a
qualified person. Provide documentation of qoa l ificaliois aucPi&nI ify the person Who
made the delernritiation on tile plans.
it; Existing drainage (inchtding off -silo), drainage easemcnts, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in tire ninin set of plans; not ,is a separate document).
1? Vegetated buffers (whore required).
h the
9. COPYCOPYcif any rpphcahle souls report with - associated S}9 W'f elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils oral) with the
project area clearly delineated. For projects with infiltration 13MPs, the report -should also
include the soil type, expected infiltration rate:, and the method of determining the infilh�ntion rate.
(Infiltration Devices submitted to WiRO:. Schedule to sole oisil f)r Dlilv)(.R Io verify Ihe.SHIVI'prior
for submittal, [phone].)
10. A <:opy of the most cunentproperty deed. Deed Lo04,v'a¢.,agc
71. Forcorporations and limited liability corporations (eSLI,C): Provide documentation from the NC�
Secretary of State or other official documentation, which supports the tiller and positions held
by the persons lis led in Contact hdormn I ion, itern 'I of, 21, and/or 3w per 'I SA NCAC21-1.1003(e).
The corporation orl_LC must be listed as an active corporation in good stairding with the NC
Secretary of Stale,; otherwise the application will be returned.
h tlu: / / wwwsecretn rystale.nc. us /Corpora [ions / CSea rch.asla
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For nil subdivisions, outparcels, and future development,the appropriate property restrictions and protective
covenants are required Co be recorded prior to Ore sale of any lot. if lot sizes vary significantly or the prpposed
13UA allocations vary, a table listing each lot number, lot sire, and the allowable built -upon area must be provided
as -,fit attachment to the completed and notarized deed.restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from 111113, porlal.ncdeni.ot-/%veb/Ir/slate-stormwaler-
forms dots. Download the latest versions for each subinitiaL,
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sigrn,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 DEMLR,.and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:]. Ed Bucldi .
Consulting Firm: Wolverton & Assoc. Inc.
Mailing Address:6745 Sugarloaf Parkway Sir ite 100
City:Duluth
Phone: [phone]
Email: ed. bu chliOwo Iverton-a ss oc. coo
Form SWU-101 Version Oct. 31, 2013 fage 5of7
State:GA Zip:30097
Fax: [phone]

'IX., PROPERTY OWNER AUTHORIZATION (if Contact Information; ilein 2 has been filled .out, complete this
section)
1, (print at- type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, anal liras give permission to (print or type name of person
listed in Contact Information; item la) with (print or type name of organization listed in
Contact Informalion, item la) _ to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand,and agre.e,by my signaturebelow, 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 loin pliance.with the DEMLR Slormwater permit reverts Back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Nmnc/Ownership Ira nge Form within i0.days; otherwise I will be operating a stormwater
treatment facility Ihout a valid perm I Understand that lheoperation of a slormwriler treatment facility
without a valid p r nit is a viol3tio 6 NC General Shlue *143 215 1 and may result inrppropriate enforcement
action includin sess1, n c it penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:beeember 15 aDIr}
I, MarIianne- Yn .1401 / --.,a Notary Public for the State of South Ctlrblina Countyof
CharleS1'lbt'n do hereby certify that Artbor- 7. He personally appeared
before me this 15t day of beeember a014 , and acknowledge the due execution of the application for
a slormwater permit.
Witness my hand and official seal, W)aLt4minL- i .�xxV.ly
MARIANNE M.,"T
Notary Public, South Carolina
My Commission Expires
July 28, 2019
SEAL
My,commissionexpirep'Toly a8, aD19
Form SWU-101 Version Oct. 31, 2013 page 6 ol'7

X. APPLICANT'S CERTIFICATION
I,(yriniur Igpe. manerfperson Iistniiit Contact.Iaifi)rrrraiian, itern 1a) Spoof SpriMS Qe-fat I Tny25Imej ,,LLC-
certify Ihnt the information it Lied on this lie. nnii application form is, to the best of my knowledge, correct and
Ihnt the project nr ill c Cmrtit ucled ,n Conformanr e with the approved plans, that the required deed restrictions
and protective cov .r antswi Im r .corded, and that the proposed project complies with the requirements of the
applicable slornns1(r/ulomf 15A NCAC 21-1 .1000 and any other applicable state stormwater requirements,
Date:,b Is, &1)14
I, Mariame- M . v
a Notary Public forthe State of SDDti]0-WDj1n& Countyof
Charlestcm ereby certify that Ar+hor 7. Pepe S personally appeared
before me this l5rhday of DeCeryy Def &1)14 and acknowledge the due execution of the appLication for
a stormwater permit. Witness my hand and official seal,
MARIANNEM. NELLY
Notary PUbll C, South Corollno
My Commission Explres
July 28, 2019
SFAI_
Mycommissionexpiro: Toly a8; wig
Fort SWIJ-101 Version Oct. 31, 2013 Page 7 of 7

Permit Number:
(to be provided by DWQ)
Drainage Area Number: _
Wet Detention Basin Operation.and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the 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 M does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does M 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 (cormnonly 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 theemergency drain should be minim_ ied to the
maximum extent practical.
— Once a year,.a dain safety expert should inspect the embankment
Afterthe 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. .1
approximately six inclies.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4

Pei mit Number:
(to be provided by DWQ)
Drainage Area Number:_
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 foiebay
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 accotdingto 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 soiltest 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-Rcv.4 Page 2 of 4

Permit Number:
(to be provider/ by UWQ)
Drainage.Area Number:.
BMP element.
Potential problem:
How r will remediete the problem:
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 damsifety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable_
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the.
Water Quality Regional Office, or
outlet.
the �401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 25 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
Uri in the blanks)
Permanent Pool Elevation 259.50
Sediment Removal .257.0 Pc uumcn Pool
--------.---------- Volume Sediment Removal Elevation 256.0 Volume
Bottom lilevalini 256.0-I1.Min.
N
-------------------,--------------------------SedimenBottom Elevation 255.0 I-ft nt.
Storage - Sedinmol
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 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:aou[ Sprin s Shops
BMP drainage area number: l
Print name:Spout Springs Retail Investments L LC by WRS Inc. Its Manager
Note: The legally responsible party should not be a. homeowners association unlessmore than 50%of
. the lots have been sold and a resident of the subdivision has been named the president.
I Marianne_ M.Kelw ,a.NotaryPublic.forthe State of
South Carolina County of aar IeS+ova , do hereby certify that
Ar-thvr T . Mepes personally appeared before me this 15th
day of December aDl , and acknowledge the due execution of the
forgoing wet.detcntion basin maintenance requirements. Witness my hand and official
seal,
R ot
Notary
tlnoMyCAyIssnExplresll
SEAL
My commission expires Suly o1S , @019
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4