SW7130602_CURRENT PERMIT_20130621

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

:i
...,..._'fir
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Actinq Director
ne
Mr. Robert M. Broadway, Manager
The Broadway Group, LLC
132 Homes Avenue NW
Huntsville, AL 35802
•'/
Natural Resources
John E. Skvarla, III
Subject: Stormwater Permit No. SW7130602
New Retail Store No. 6339 — Edenton
High Density Commercial Wet Pond Project
Chowan County
Dear Mr. Broadway:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the New Retail Store No. 6339 — Edenton project on June 3, 2013 and
additional information on June 13, 2013. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7130602 dated June 21, 2013, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 21, 2021, 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 operation 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 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor at [phone].
Sincerely,
Thomas `A. Reeder
Division of Water Quality
AA/ sd: K:\WQS\STORMWATER\SD\SW7130602
cc: -/'Jerry, M. Cargile, PE, 4 Site Inc. (7500 South Memorial Parkway, Suite 209,
Huntsville, AL 35802)
Beaufort County Building Inspections
Harry Davis, Manager, Northeastern Regional Airport Edenton, (113 Airport Dr.,
Edenton, NC 27932)
/Washington Regional Office
North Carolina Division of Water Quality Internet www.ncwmergualitv.ore
943 Washington Square Mall Phone: [phone]�TOne L, 7
Washington, NC 27889 FAX [phone]N orth C�'pptroliina
An Equal OpportunitylAfrnative Action Employer -50%Recycled/10% Post Consumer Paper Natutlal&

A
State Stormwater Management Systems
Permit No. SW7130602
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
The Broadway Group, LLC
New Retail Store No. 6339 - Edenton
Chowan County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 21, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. .
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 38,392 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

State Stormwater Management Systems ti
Permit No. SW7130602
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, ft2:
55,098
b.
Total Impervious Surfaces, ft2:
Design
38,392
C.
Storm, inches:
1.5
d.
Pond Depth - average, feet:
4.43
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
13.50
g.
Permanent Pool Surface Area required, ft2:
3,306
h.
Permanent Pool Surface Area, ft :
8,269
i.
Min. Volume required, ft :
4,663
j.
Permitted Storage Volume, ft3:
5,158
k.
Temporary Storage Elevation, FMSL:
14.05
I.
Controlling Orifice:
1.50"0 pipe
M.
Permitted Forebay Volume, ft3:
3,210
n.
Receiving Stream/River Basin: Queen Anne Creek/Chowan River Basin
o.
Stream Index Number:
26-1-2
P.
Classification of Water Body:
"C;NSW"
II. SCHEDULE OF COMPLIANCE
1. 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 time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7130602
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. 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.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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
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
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7130602
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 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until June 21, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 21 st day of June, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
V) ire/'"l c U for
Thomas A. Ree r, 'Acting Dctor
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7130602
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7130602
New Retail Store No. 6339 - Edenton
Stormwater Permit No. SW7130602
Chowan County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7130602
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.
cc: NCDENR-DWQ Washington Regional Office
Chowan County Building Inspections
Page 7 of 7

DWQ USE ONLY
_
e
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all I r(2l5fiU•�imon-Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
9dai�C d E ther WQ M mt Plan:
State of North Carolina VJ
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Edenton, NC New Retail Store No. 6339 /
2. Location of Project (street address):
Lot 2, Boswell Chappell Tract, North side of North Broad Street, East of Coke Ave
City:Edenton County: Chowan Zip: 27932
3. Directions to project (from nearest major intersection):
From NC Hwy 17 & Paradise Road Intersection travel south on Paradise Rd for 3200 feet to North Broad
Street, Turn East on North Broad Street, Travel east for 1800 feet to project site on the left
4. Latitude:36° 04' 33" N Longitude:76° 35' 40" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modification}
*Renewals foitli modifications also requires S WU-102—Reneuml Application Form
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 DWQ
requesting a state stormwater management permit application, list the Stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 2.33 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of apublic airport? ❑No ®Yes
If yes, see S.L. 2012-200, Part Vl: http://portal.ncdenr.org/web/­wq/ws/su/statesw/rules laws
FormSWU-101 Version06Aug2012 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the protect):
Applicant/Organization: The Broadway Group LLC
Signing Official & Title: Robert M. Broadway, Manager
b.Contact information for person listed in item la above:
Street Address: 132 Holmes Ave NW
City: Huntsville State: AL Zip: 35802
Mailing Address (if applicable):
City: State
Phone: ( 256 ) 533-7287 Fax:
Email: [e-mail]
c. Please check the appropriate box. The applicant listed above is:
The property owner (Skip to Contact Information, item 3a)
—n 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: Anna W. Ragland Trust
Signing Official & Title:W. Trent Ragland, III, Executor
b.Contact information for person listed in item 2a above:
Street Address:305 Transylvanis Ave.
City:Raleigh State:NC Zip:27609
Mailing Address (if applicable)
City:
Phone: ( )
Email:
3.a. (Optional)Pi
person who c
State:
Fax: ( )
Other Contac gctr �` Hon ?✓x
Signing Offici cam` - 7A,-
b.Contact infori
Mailing Addr
City: Hunstv l� o C 27 /
Phone: 2( 56
Email: meliss
4. Local jurisdict
PointofConta /"/ 4 vy(eU✓lam ( Q5✓ee n�^� f� ��
Form SWU-101 Version 06Aug2012 Page 2 of 7
so or other

4Vr PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
A) Site Description ✓
The subject property consists of 2.027 (88,295 sq. ft.) acres and is covered primarily in woods. The site has an
existing small drainage channel flowing from northwest to the south east to an existing 15" corrugated plastic
pipe. This pipe discharges to the existing roadway ditch along the north side of North Broad Street. This ditch
flows southeast approximately 350 feet and discharges to a roadway pipe draining south under North Broad
Street and to an existing drainage ditch flowing south-southeast for approximately 2700 feet to an Un-named
tributary to Queen Anne Creek. This UT flows southeast for approximately 1400 feet to Queen Anne Creek.
B) Proposed Improvements /
This site will be covered by 40,751 sq. ft. of new impervious cover (46.3%) of property. The construction will
consist of a new 9100 sq. ft. retail store with 35 parking spaces. A new 5' wide concrete sidewalk will be
constructed from the building entrance to North Broad Street and along North Broad Street frontage just
inside the highway right-of-vva .
C) Proposed Stormwater Management & Water Quality
The existing offsite runoff from the north side of the property will be diverted into a new concrete lined
channel flowing from the northwest corner of the subject property to the southeast corner of the property. The
existing 15" corrugated plastic pipe is located just off the subject property. A grading easement is currently
being acquired by The Broadway Croup to construct the new concrete channel off the subject property. All
slormwater runoff will be directed to a new Wet Pond located at the Northeast corner of the property. This
Wet pond normal pool elevation will be slightly above the seasonal high water table thus creating the need
for the pond to possibly have a clay liner per NCDENR requirements. The seasonal high water table for this
site has been calculated to be approximately 3'-6" below the existing topology. See attached PDF's for more
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 2.03 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
2.03 acres
Total project area shall be calcidated to exclude the following: the normal pool of impounded structures, the area
between the banks of streants and rivers, the area beloro the �lornral High Water (NHW) line or Mean High Water
(MHW) line, and coastal Wetlands landroard from the NFIW (or MHW) line. The resultant projorect area is used to
calculate overall percent built upon area (BUA). Non -coastal Wetlands landward of the NHW (MHW) line may be
included in the total project area.
Form SWU-101 Version 06Aug2012 Page 3 of

$. *Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
((0.94/2.03)*100)=46.3 '70
9. How many drainage areas does the project have? 4 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use I for the inhale property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Drainage Area 3
Draina e Area 4
Receiving Stream Name
Queen Anne Cr.
Queen Anne Cr.
Queen Anne Cr.
Queen Anne Cr.
Stream Class *
C, NSW
C, NSW
C, NSW
C, NSW
Stream Index Number *
26-1-2
26-1-2
26-1-2
26-1-2
Total Drainage Area (sf)
367276
204630
55098
17230
On -site Drainage Area (sf)
4831
26236
55098
2217
Off -site Drainage Area (sf)
362445
1 178394
1 0
1 15013
Proposed Impervious Area** (sf)
0
1699
38392
858
% Impervious Area** (total)
4.01
0.83
69.68
4.98
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (sf)
0
0
9100
0
On -site Streets (sf)
0
0
0
0
On -site Parking (sf)
0
0
27363
628
On -site Sidewalks (sf)
0
0
1210
230
Other on -site (sf)
0
1699 (Flume)
719
0
Future (sf)
0
1 0
0
0
Off -site (sf)
14717
0
0
2540
Existing BUA*** (sf)
0
0
0
4955
Total (sf):
14717
1699
38392
8353
Stream Class and Index Number con be determined at: http:llportal.ticdetir.org/Tueb/7vqlps/Csii/Classifications
Inn pervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report ordy that amount of existing BUA that Will remain after development. Do not report any existing BUA that is
to be removed and714101 will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
All off -site impervious areas (pavement from North Broad Street Road) were determine using existing survey
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to nmre stringent storunrater requirements as per I5A 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 httD://Dortal.ncdenr.ore/web/wo/ws/su/bMD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at httl2://portal.ncdertr.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://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
Form SWU-101 Version 06Aug2012 Page 4 of 7

4.
5.
c!
O
Original and one copy of the Stormwater Management Permit Application Form.
Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part Vll beloeo)
Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
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.
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 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
Sealed, signed and dated calculations (one copy).
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.
q f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NFIW 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.
e i. Dimensioned property/project boundary with bearings & distances.
0 j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
,Q I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
G n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
d'10. A copy of the most current property deed. Deed book: 835 Page No: 453
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-I.7003(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.
ham: / / www.secreta ry.sta te. nc. u s/ Corporations/ CSearch.aspx
Form SWU-101 Version 06Au1-2012 Page 5 of

VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
V III. 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: Jerry M. Cargile
Consulting Firm: 4 Site Incorporated
Mailing Address: 7500 South Memorial Parkway, Suite 209
City: Huntsville State: AL Zip: 35802
Phone:( 256 ) 539-1221 Fax: ( 256 ) 539-1220
Email: icargile©4siteinc.biz
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled ont, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Anna W. Ragland Trust , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) Robert M. Broadway with (print or hjpe name of organization listed in
Contact Information, item 7a) The Broadman Group, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. 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 ci it penalties f up o $2 000 per day, pursuant to NCGS 143-215.6.
Sign%ature: I (Date: 2$ 3
Cl' m' l a Notary Public for the State of I v G County of
LV 0. do hereby certify that I I i um �(�` Cl(1� personally appeared
before me this D76 day of Ak&q 2013 , aanddaackwledge the due xecution f the application for
a stormwater permit. Witness my hand and official seal;--- J!e&"y7&-
KIESHARA POWELL
Notary Public
Wake County
North Carolina
Commission Ezpires May 20. 2014
SEAL
My commission expires Ry 2 Q\ 2D ly
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, itent la) Robert M. Broadwag, Manager of The Broadwni
Group, LLC
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 protectiv o nan I recorded, and that the proposed project complies with the requirements of the
applicable storm a r rules u de 15A NCAC 21-I .1000 and any other applicable state stormwater requirements.
Signature: Date: $11q l l3
1, rAe.1Li�sc.--hJS&11&rJ a Notary Public for the State of Ala -be M A- , County of
nXr'A�su.-� do hereby certify that RoNatri PA. IS r-bddIJAi_ personally appeared
before me this �.9 day of MILL a013 , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, — :.Wv4UA�
� U =
> �p1 kqY o
r 'OUDL\G i C)
.-",4 STATE F.x``•
SEAL
My commission
31IS 11-1
Form SWU-101 Version 06Aug2012 Page 7 of 7

PA

Permit Number:
JUN 0 3 2013 (to be provided by DWQ)
W� Drainage Area Number.
U �Ption 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 Detenlion Basin O&M-Rev.4 Page I of 4

Permit Number:
(to be provided bly 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 DVVQ)
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 6.50 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 1.50 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
12.00 I Pc manen`
--------- -- Volume
11 00 -it Min.
Sediment
Storage
FOREBAY
Permanent Pool Elevation 13.50
Pool
\-_--_-Sediment Removal Elevation 7.00------------ Volunu
Bottom Elevation
MAIN POND
I-ft n.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided hp DWQ
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Edenton, NC New Retail Store No. 6339
BMP drainage arect number: Dev-3
Print name: The Broadway Group, LLC
Title: Robert M. Broadway, 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.
YKpIA~ sf'—b.—�AIIlk rc1
a Notary Public for the State of
MO-6 r. C- , County of Ha,l.,s m., , do hereby certify that
-�zlayd rYh rvaW personally appeared before me this %41 `-I-
day of �t a u 1 3 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
S TATE P \.�`
/J r..... 110
My commission expires
Form SW40I-Wet Detention Basin O&M-Rev.4 Page of 4

Permit No.
no be provided by DWO)
TIAR WATFRO
NCDEN�A
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be tilled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, titled out and subminedalong with all of the required information.
I. PROJECT, INFORMATIONI —_ �. —. _ -' _ _-:_- , ._.i.�� _,_, _.... _._�
Project name EDENTON, NC NEW RETAIL STORE NO.6339
Contact person - MA77HEW S. GILLESPIE
Phone number 256 539-1221
Date OW2013
Drainage area number DEV-3
Ill. ]DESIGN INFORMATION;, -_ _
She Characteristics
Drainage area
Impervious area, post -development
% Impervlous
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr ninon
Post -development l-yr, 24-hr runon
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
1 •yr, 24-hr rainfall depth
Rational C, pre -development
Rational C. post -development
Rainfall Intensity: 1-yr, 24hr storm
Pre -development 1-yr, 24-hr peak flaw
Post -development 1-yr, 24-hr peak flow
PrWPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approt at the perm. pool elevation)
Top of 101 vegetated shell elevation
Bottom of I OR vegetated shelf elevation
Sediment cleanout, lop elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there atld4ional volume stored above the state -required temp. pool?
Elevation of the top of the atldlional volume
55,098 1s
38,392 nT
69.68 %
1.5 In
4,663 is
5,158 h' OK, volume provided Is equal to or in excess of volume required.
h'
Y (Y or N)
3.4 in
0.29 (unfless)
0.34 (unitess)
3.751r1hr OK
8.09 h'/sac
6.58 n'lasc
-1.51 n3/sec
14.05 Irnsl
13.50 nmsl
10.00 nnsl
14.00 nnsl
13,00 Intel
7.00 trial
6.00 fmsl
1.00 it
Y (Y or N)
14.1 fmsl OK
\ri,i ll 111 //
%\' f\ CARp��i��
�� �.• SS/•yyyy. �y ��:
_� ••�� 1
44 St -AL •-/
/11111\\\
KCCEv\/G_ C-1
Form SW401-Wer Daranuon BaslmRev.9-4r1Mt2 Pine r, a II. Design Summary, Page I or 2

Permit No. --
(to be pmvdad by DWO)
II:ADESIGN..,INFOflMATIOi.-:_-_-----_._..
Surfs" Areas
Area, temporary pool lum Ae
Area REQUIRED, perrlanem pool 3.306 Ae
SAIDA ratio 6 00 (unNless)
Area PROVIDED, permanent pool, A s,mmo
8,269 1?
OK
Area, bottom of IOfl vegetated shell, A,."
6,465 ff?
Area, sediment cieanou, top elevation (bottom of pond), Aw�d
447 A'
Volumes
Volume, temporary pool
5,158 Ae
OK
Volume, permanent pool, Vm,,�y
14,790 0
Volume, forebay (sum of forebays If more than one frsbay)
3,210 to
Forebay % of permanent pool volume
21.7% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or NI
MountalNPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
6.00 (unkless)
Average depth (used In SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V.,,
14,790 tie
Area provided, permanent pool, Arms y
8,269 tte
Average depth calculated
A
Need 3 it min.
Average depth used in SAIDA, d,,, (Round to nearest 0.5A)
It
Calculation option 2 used? (See Figue 10-2b)
y (Y or N)
Area provided, permanent pool, A ,,,_pw
8,269 tl'
Area, bottom of 10A vegetated shelf, Aga,
6,465 is
Area, sediment cieenout, top elevation (bottom of pond), A,.
447 rye
'Depth' (dktance b/w bottom of 10A shelf and top of sediment)
6.00 A
Average depth calculated
4.43 A
OK
Average depth used in SAIDA, d,,,(Bound to down to nearest 0.511)
A
Drawdown Calculations
Drawdown though orifice?
Y (Y orM
Diameter of orifice (it circular)
1.50 In
Area of orifice (If -non -circular)
ins
Coefficient of discharge (Cg)
0.60 (unNess)
Driving head (1-14)
0.49 A
Drawdown through weiO
N )Y or N)
Weir type
(unAiess)
Coefficient of discharge (C,)
(unAless)
Length of weir (L)
fl
Driving head(H)
Pre -development 1-yr, 24 m peak flow
8.09 A'/sec
Post -development 1-yr, 24-hr peak flow
6.58 01sec
Storage volume discharge rate fthrough discharge orifice or weir)
0.02 Aslsec
Storage volume drawdowm time 2.50 days
Additional Information
Vegetated side slopes
3 :1
Vegetated shelf slope
10 :1
Vegetated shelf width
10.0 A
Length of flowpath to width ratio
3 :1
Length to width ratio
2.0 :1
Trash rack for overflow 6 orifice?
Y
- (Y or N)
Freeboard provided
1.0 A
Vegetated filler provided?
N
(Y or N)
Recorded drainage easement provided?
N
(Y or N)
Captures all runoff at ultimate build -out?
Y
(Y or N)
Drain mechanism for maintenance a emergencies Is:
PUMP OUT
OK, dram down in 2.5 days.
OK
OK
OK
OK
OK
OK
OK
OK
InsuHiclent. Recorded drainage easement required.
OK
Fort, SW4et.Wet Delenuon Baslo-Rwrr-N11112 Pans I, a II. Oea:gn Summary, Page 2 or 2

LANDSCAPE NOTES
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NOTE:
ENTIRE SITE IS TO BE FULLY IRRIGATED.
NOTE:
SOD ALL DISTURBED AREAS E%CEPT
THOSE AREAS NOTED AS FIANT BED AREAS.
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NEW RETAIL STORE No6339
PREPARED FOR THE BROADWAY GROUP LLC
NORTH BROAD STREET

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