SW7090603_HISTORICAL FILE_20091125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE 1 ❑ CURRENT PERMIT
❑ APPROVED PLANS
I�HISTORICAL FILE
``❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Charles Sechrist, President
Sechrist Management Group, LLC
3670 Virginia Avenue
Collinsville, VA 24078
Dear Mr. Sechrist:
Division of Water Quality
Colleen H. Sullins
Director
November 25, 2009
Subject: Stormwater Permit No. SW7090603
Wendy's - Edenton
High Density Commercial Wet Pond Project
Chowan County
Dee Freeman
Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
Wendy's - Edenton on November 20, 2009. 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. SW7090603
dated November 25, 2009, for the construction of the subject project.
r 3-/3 0 b-/
This permit shall be effective from the date of issuance until November 25, 2019, 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, P.O. Drawer
27447,.Raleigh, NC 27611-7447. 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 Scott
Vinson, or me at [phone].
Sincerely,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/ sv: S:\WQS\STORMWATER\PERMIT\SW7090603
cc: Brandon Powell, Stocks Engineering
C owan County Building Inspections
ashington Regional Office
Central Files
North Carolina Division of Water Quality Internet vmw,nmaterquahty org 1.TOne
943 Washington Square Mall Phone, 252-946-6481 1 FAX [phone] t v orth Carob n a
Washington, NC 27889 FAX [phone] Naturally
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SV 7090603
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
Sechrist Management Group, LLC
Wendy's - Edenton
510 Virginia Road, Edenton, Chowan County
FOR THE
construction, operation and maintenance of a constructed wetland treatment system 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 November 25, 2019, 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 39,204 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.
Paqe 2 of 7

State Stormwater Management Systems
Permit No. SV 7090603
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ft2::
b. Total Impervious Surfaces, ftZ:
C. Design Storm, inches:
d. TSS removal efficiency:
e. Permanent Pool Elevation, FMSL:
f. Wetland Surface Area, ftz:
g. Permitted Storage Volume, ft3:
h. Temporary Storage Elevation, FMSL
i. Controlling Orifice:
j. Receiving Stream/River Basin:
k. Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
55,321
39,207
1.50
85 %
14.80
5,331
5,264 at temporary pool elevation
15.80
1.25" 0 pipe
Pembroke Creek / Chowan
26-1-1
"B; NSW"
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.
Paoe 3 of 7

State Stormwater Management Systems
Permit No. SV 7090603
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. Decorative spray fountains will not be allowed in the stormwater treatment
system.
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
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.
10. 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.
11. 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.
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.
13. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. 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
Page 4 of 7

State Stormwater Management Systems
Permit No. SV 7090603
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until November 25, 2019.
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 25t" day of November, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
,By Authority of the Environmental Management Commission
Stormwater Permit No. SV 7090603
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7090603
Wendy's - Edenton
Stormwater Permit No. SV 7090603
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)
r
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
Paae 6 of 7

State Stormwater Management Systems
Permit No. SV 7090603
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
Pape 7 of 7

DWQ USE ONLY
Date Received I Fee Paid Permit Number
0_.> D
State of North Carolina W
Department of Environment and Natural Resourcest r 1
Division of Water Quality ring
STORMWATER MANAGEMENT PERMIT APPLICATION FORM9V 2 O 2009
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Sechrist Management Group, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Charles Sechrist, President
3. Mailing Address for person listed in item 2 above:
City:Collinsville State:VA Zip:24078
Phone: (276 ) 252.4220 Fax: (252 ) 459.8197
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City:Edenton County:Chowan Zip:27932
6. Directions to project (from nearest major intersection):
HWY 17 North from Washington, NC to Edenton. Take the NC 32-Virginia Road exit (Exit 227) toward
Edenton. Turn left onto NC 32-Virginia Road. Site is 1/2 mile on right at intersection with Hampton Drive
7. Latitude:360 4' 41" N Longitude:76° 37 1" W of project
8. Contact person who can answer questions about the project:
Name:Brandon Powell Telephone Number: (252 ) 459.8196
Email:[e-mail]
IL PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 09.25.08 Page] of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density []Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The stormwater from the site will be routed to stormwater wetland located on the northwest side of the parking
2. Stormwater runoff from this project drains to the Chowan River basin.
3. Total Property Area: 1.62 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:1.62 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):56 %
7. How many drainage areas does the project have?i
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Pembroke Creek
Stream Class & Index No.
B;NSW / 26-1-1
Total Drainage Area (so
55,321
On -site Drainage Area (sf)
55,321
Off -site Drainage Area (so
0
Existing Impervious* Area (so
12,275
Proposed Impervious*Area (so
39,204
% Impervious* Area (total)
70.9
Impervious* Surface Area
Drainage Areal
Drainage Area 2
On -site Buildings (so
3,600
On -site Streets (so
0
On -site Parking (sf)
32,883
On -site Sidewalks (so
2,721
Other on -site (so
0
Off -site (so
0
Total (so:
39,204
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 09.25.08 Page 2 of

**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentagecalculation. This is the area used to calculate overall percent project built upon area (BUA).
9. How was the off -site impervious area listed above derived?N/A All offsite water bypasses this site and the
stormwater BMPs.
Projects in Union County: Contact the DWQ Central Office staff to check to see ifyou project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://h2o.enr.state.nc.us/su/bml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will 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. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Bioretention Ceti Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
In'h
• Original and one copy of the Stormwater Management Permit Application Form als
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP LH
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed &dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/ project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Stocks Engineering, P.A.
Mailing Address:PO Box 1108
City:Nashville State:NC Zip:27856
Phone: (252 ) 459.8196 Fax: (252 ) 459.8197
Email:bpowell@stocksen ig neering.com
VIII. APPLICANT'S CERTIFICATION
I, (print or hrye name of person listed in General Information, item 2) Charles Sechrist
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 15A
NCAC 2H .1000.
Date: 1"
Form SWU-101 Version 09.25.08 Page 4 of

STORMWATER MANAGEMENT PERMIT APPLICATION
NARRATIVE SUPPLEMENT TO ITEM III-1
The proposed Wendy's - Edenton site is located on the northeast side of NC Hwy 32,
approximately 0.25 miles northwest of the intersection with NC Hwy 17 in Edenton,
NC. The project site has one BMP in place to help treat stormwater quantity. The BMP
utilized is a stormwater wetland and it shall be owned and maintained by the Sechrist
Management Group, LLC, the owner and operator of this Wendy's Restaurant..
The majority of the stormwater runoff currently drains to the south corner of the
property via existing ditches surrounding the site. The remaining stormwater runoff
drains to the west comer of the property into existing drainage pipes. The 1.62-acre
parcel is currently abandoned with approximately 0.28 acres of impervious surface
remnants still on -site. Upon development, these will be demolished and approximately
0.90 acres of impervious surface will be added to the site. This will increase the
stormwater runoff rate as it is creates a total increase in impervious area of roughly 0.62
acres. This runoff will be routed to the proposed stormwater wetland for stormwater
attenuation and treatment.
The proposed stormwater wetland has been designed and will be constructed to
provide water quantity and quality benefits to downstream waters. This wetland has
been sized and configured to maintain a permanent pool of water designed to sustain
wetland plant growth for a targeted TSS removal. This permanent pool elevation has,
also, been set at an elevation that will allow the wetland to store the peak runoff from
the site up to and including the 100-year storm event. The wetland will release this
volume of water over a period of time so as to not inundate downstream drainageways.
The stormwater wetland will consist of a sediment forebay, planting areas (upland,
shallow land & shallow water), and deep pool. The sediment forebay is approximately
3-foot deep. The shallow marsh areas are only 3 — 6 inches deep with the shallow water
areas up to 12 inches deep. The uplands extend to roughly 3 feet above the permanent
POOL and the deep pools are between 1.5 — 3-foot deep with the deepest point being the
micropool at the outlet structure.
The pre -development 1-year, 24-hour peak flow (1.5-inch rainfall depth) for Drainage
Area 1 is 0.16 cfs. This drainage area takes in runoff from the entire development as
shown on the BMP Map. Flow is released from the pond into roadside ditches via an
15-inch RCP. Using this stormwater wetland, the post -development 1-year, 24-hour
peak flow runoff rate for Drainage Area 1 is reduced to 0.035 cfs.

®��
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Charles Sechrist, Registered Agent
Sechrist Management Group, LLC
3670 Virginia Avenue
Collinsville, VA 24078
Dear Mr. Sechrist:
Division of Water Quality
Coleen H. Sullins
Director
November 18, 2009
Subject: Stormwater Review SW7090603
Wendy's - Edenton
Chowan County
Dee Freeman
Secretary
This office received a Coastal Stormwater permit application and plans for the subject project on June 10, 2009,
with additional information received on October 12, 2009. A preliminary review of the project indicates that before a
State Stormwater permit can be issued the following additional information is needed.
1. The application does not include your title within Sechrist Mangement Group, LLC. The previous operation and
maintenance agreement lists you as the registered agent. The president, vice-president or managing member of
the corporation must be the signing official on all the forms. Please verify your title.
2. Neither the application form nor the Wetland Supplement form were initialed, signed and notarized. Please
provide the original signed forms for both.
3. Please provide the second tab of the excel spreadsheet, or section "Ill. Required Items Checklist", for the Wetland
Supplement form. If a required item listed has not been provided, please submit revised plans, or justification as
to why these were not submitted.
4. Please provide a complete and detailed narrative description of the project and stormwater management/treatment
proposed.
5. Please provide an outlet structure detail for the constructed wetland, including elevations, orifice size, trash
guards, etc..
6. Please include a time line for the project contractor in which he is to plant the wetland plants for optimum
survivability. It is also a good idea to include in your contract and plans a replanting plan specifying that if a
certain amount of plants do not survive the first growing season then that amount will be replanted for the next
growing season.
7. Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and dated
as necessary when re -submitting.
The above requested information must be received in this office prior to December 18, 2009 or your application
will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for time
extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $10,000 per day.
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, INC 27889
Internet vmv.ncwaterqualiry.org
Phone: [phone] FAX [phone]
FAX [phone]
NorthCarolina
Naturally
An Eoual Onnortunnl1 Alrvmahve Action FrnniwV .,

Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel
free to contact me at [phone].
cc: Brandon Powell, Stocks Engineering (by email)
Washington Regional Office
North Carolina Division of Water Quality
943 Washington Square P4all
Washington, NC 27889
S' cerely,
Scott Vinson
Environmental Engineer
Internetwww nmaterquahty org
Phone '252-946-64811 FAX [phone]
FAX [phone]
Natitrally
NorthCarolina
An Enual Onnorlumly 1 Af Irma We Action Emnlover

North Carolina Secretary of State
http: //w ww. se cretary. state. ne. us/corporations/Corp.aspx?Pitemld=8...
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North Carolina
^i{ �f�` . t� Elaine F. Marshall
`.lY�- Secretary
DEPARTMENT OFTHE
SECRETARY OF STATE
,..
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date 11/2512009
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Corporation Names
Name Name Type
NC Sechnst Management Group, Legal
L.L.C.
Limited Liability Company Information
SOSID:
0902930
Status:
Current -Active
Date Formed:
3/12/2007
Citizenship:
Foreign
State of Inc.:
VA
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Stevens, Rebecca L
547 Keisler Drive Suite 204
Cary NC 27518
547 Keisler Drive Suite 204
Cary NC 27518
3670 Virginia Avenue
Collinsville VA 24078
3670 Virginia Avenue
Collinsville VA 24078
I of 1 11/25/2009 12:24 PM

) I"
C).Ooq-011
MID - ATLANTIC SOIL SCIENTISTS
March 26, 2009
.,rrJ-�o�'a471F �r
Mr. Kevin Varttell
Stocks Engineering
PO Box 1108 JUN 1 0 2009
Nashville, NC 27856
Subject: Report of a Soil Evaluation and Permeability Testing
Wendy's Development
Edenton, NC
Dear Mr. Varnell,
This letter concerns the soil evaluation I performed at the above mentioned site in Edenton, NC.
I was authorized by you to perform a soil evaluation of the native soils on the site. Specifically,
you wanted to know the depth to the `seasonal high water table' and soil permeability for an
infiltration system to control stormwater at the site {I 5A NCAC 02H .1008 (d)).
My work consisted of hand auger borings into the surface soils to observe and describe physical
properties such as texture, color, structure, consistency, depth to seasonal groundwater, parent
material, and restrictive horizons. The work was performed on March 24, 2009.
The soil at the site consists of 12 to 16 inches of sandy textured topsoil that has been disturbed
in the past. Below this topsoil is a firm to very firm, sticky, plastic, yellowish brown and gray
mottled sandy clay that has weak, medium, blocky structure. This layer extends to a depth of
about 40 inches. Below this subsoil layer is sandy clay loam.
The groundwater table was encountered at a depth of 35 inches beneath the surface as free
water in the borings.
Depth to seasonal water table is observed by soil colors present (Chroma 2 or less), landscape
position, soil structure, and soil layers that may `perch' or restrict downward water movement.
Low chroma colors are formed when soil is saturated for at least 21 days and then moves
downward. As the soil water moved downward it takes the more soluble oxides of iron and
aluminum that coated the soil and leaves the depleted gray colors.
The approximate locations of the borings are shown on the attached drawing. The table below
presents the actual seasonal high water table depths observed in the hand auger borings.
Boring
1
12 13
14
SHWT Depth inches
12
14
15
15
The soil permeability of the sandy clay textured subsoil was not measured. Based on the
texture, structure and consistence of this layer, I estimate that the permeability of this layer will
be less than 0.52 inches per hour.
Based on the estimated permeability, depth to seasonal high water table, and depth to
groundwater, this site is not suitable for an infiltrative stormwater type system.
Fred D. Smith - Mobile [phone] - Fax [phone]
Post Office Box 1175 - Nashville, North Carolina 27856

I appreciate the opportunity to work with you on this project. Please contact me if you have
questions or need additional information.
Cordially,
red D. Smith
Licensed Soil Scientist

North Carolina Secretary of State
http://www. secretary.state.nc.us/corporations/Corp.aspx?Pitemld=8...
Elaine F. Marshall
Secretary
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North Carolina
DEPARTMENT OF THE
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 6/ 11 /2009
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View Document Filings I Sign Up for
E-Notifications I
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Report I
Corporation Names
Name Name Type
NC Sechrist Legal
Management
Group, L.L.C.
Limited Liability Company Information
SOSID:
0902930
Status:
Current -Active
Date Formed:
3/12/2007
Citizenship:
Foreign
State of Inc.:
VA
Duration:
Perpetual
Registered Agent
Agent Name: Stevens, Rebecca L
Registered 547 Keisler Drive Suite
Office Address: 204
Cary NC 27518
Registered
547 Keisler Drive Suite
Mailing
204
Address:
Cary NC 27518
Principal Office
3670 Virginia Avenue
Address:
Collinsville VA 24078
Principal
3670 Virginia Avenue
Mailing
Collinsville VA 24078
I of 2 6/11/2009 2:27 PM

510 Virginia Rd., Edenton, NC - Google Maps
http://maps.google.com/maps?q=5 l 0+Virginia+Rd.,+Edenton,+NC&oe...
Google maps
Address 510 Virginia Rd
Edenton, NC 27932
Get Google Maps on your phone
Tent the word "GMAPS"to 466453
>_
ION I 8/7/2009 12:41 PM

Ieawlnt (J 6-4-017 ,[o
4-sw7a�o (063 s- �.4p./.r
A :t
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM JUN 1 12009
SEDIMENTATION POLLUTION CONTROL ACT
• "1r.,; , ;µt�i2',
No person may initiate any land -disturbing activity on one or more acres as covered by the Act'befofe this form'and
an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the question is not
applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name
2. Location of land -disturbing activity: County Chowan City or Township Edenton
Highway/Street NC 32 Latitude 360 04' 41" N Longitude 76° 37' 01" W
3. Approximate date land -disturbing activity will commence: July 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1.90 Acres
6. Amount of fee enclosed: $ 130.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Brandon Powell E-mail Address bpowell(a)stocksengineering.com
Telephone [phone] Cell # 252-904-4091 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Sechrist Management Group, LLC 276-252-4220
Name Telephone Fax Number
3670 Virginia Avenue Same
Current Mailing Address Current Street Address
Collinsville VA 24078
City State Zip City State Zip
10. Deed Book No. 394 Page No. 175 (Provide a copy of the most current deed.)
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Sechrist Management Group. LLC charles.sechrist cDsfswendys.com
Name E-mail Address
3670 Virginia Avenue
Current Mailing Address
Collinsville VA 24078
City State Zip
Same
Current Street Address
City State Zip
Telephone [phone] Fax Number

2.(a) If the Financially Responsible Party is not a resident of North Carolina, give name and street
address of the designated North Carolina Agent:
Name
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number _
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under
an assumed name, attach a copy of the Certificate of Assumed Name. If the Financially
Responsible Party is a Corporation, give name and street address of the Registered Agent:
Charles Sechrist
Name
3670 Virginia Avenue
Current Mailing Address
Collinsville VA 24078
City State Zip
Telephone [phone]
charles. sech ristasfswendvs.com
E-mail Address
Same
Current Street Address
City
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his
attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with the
authority to execute instruments for the Financially Responsible Person). I agree to provide corrected
information should there be any change in the information provided herein.
Charles Sechrist Developer
Type or jannt name Title or Authority
/j G/y/ay
Signature Date
I, JarA�1'.4 �7P1 �5 , a Notary Public of the County of �
State of I`I w-'� Couatt ^ hereby certify that ehA✓les �eC�i ✓ ST
appeared personally before me this day and being duly sworn acknowledged that the above
form was executed by him.
Witness my hand and notarial seal,
:A U=AiA STOCKS
Seal flfotsry Public
NWA Co., N. c.
this day of / wvSl- c 2009.
N tary
My commission expires 2 -15-2�0( 0

North Carolina
Beverly Eaves Perdue
Governor
Mr. Charles Sechrist, Registered Agent
Sechrist Management Group, LLC
3670 Virginia Avenue
Collinsville, VA 24078
Dear Mr. Sechrist
NC®ENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
August 7, 2009
Natural Resources
Subject: Stormwater Review SW7090603
Wendy's - Edenton
Chowan County
Dee Freeman
Secretary
T ?;0-11
This office received a Coastal Stormwater permit application and plans for the subject project on June 10, 2009.
A preliminary review of the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
1. The application does not include your title within Sechrist Mangement Group, LLC. The operation and
maintenance agreement lists you as the registered agent. The president, vice-president or managing member of
the corporation must be the signing official on all the forms. Please verify your title.
2. Please provide the original signed forms for both the application and the 4 sand filter O&M forms. It appears
only copies were submitted.
3. Please provide the second tab of the excel spreadsheet, or section "III. Required Items Checklist", for each of the
four sand filter supplement forms along with page numbers where each of the required items can be found. If a
required item listed has not been provided, please submit revised plans, or justification as to why these were not
submitted.
4. On each of the sand filter supplement forms, please provide the numbers for the "Peak Flows Calculations" found
under section I1. Design Information. Include the Pre -Post for the lyr-24 hr storms as well as the calculations
determining these numbers. The post development runoff must be equal to or less than the pre -development.
5. Please provide a complete and detailed narrative description of the stormwater treatment and management. Please
also include within the narrative a discussion of the site's seasonal high water table and the placement of the
bottom elevation of each of the sand filters as well as the bypass mechanism and vegetated filter for each sand
filter.
6. Please provide a bypass mechanism and vegetated filter for each sand filter along with detailed cross sections or
proper justification as to why these have not been provided.
7. Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, scaled and dated
as necessary when re -submitting.
The above requested information must be received in this office prior to September 7, 2009 or your application
will be returned as incomplete The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
North Carolina Division of Water Quality Internet w .nmalerquality org One
943 Washington Square Mall Phone [phone] \ FAX [phone] NorthCarOhna
Washington, NC 27889 FAX [phone] Naturallu

You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-
215 1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel
free to contact me at [phone].
Sincerely,
c✓
4Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Br don Powell, Stocks Engineering (by email)
as _ ngton Regional Office
North Carolina Division of Water Quality
948 Washington Square Mall
Washington, NC 27889
An Eaual O000rtumN IAffrmam Acton Emobver
Internet, wow nwaterquality org
Phone [phone] FAX [phone]
FAX [phone]
One
NorthCarolina
Naturally

Vinson, Scott
From: Vinson, Scott
Sent: Tuesday, October 06, 2009 9:42 AM
To: 'Brandon Powell'
Cc: Kevin Varnell
Subject: RE: Wendy's - Edenton, NC - Stormwater Permit Application - Review Period Extension
Request
Attachments: image001 jpg
Brandon,
Sorry, I was out yesterday with a sick child. I talked with Al this morning and he has agreed to grant your extension
request for Thursday, Oct. 8, 2009, If you have any questions about the project please call or write. Please also update
the narrative if the project bua, treatment system, etc. changes in any way from the first submittal. Thanks,
Scott
NOTE: Please update your address book with my new email address Scott.Vinson( ncdenr.gov
Please consider the environment before printing this e-mail.
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Brandon Powell[mailto:[e-mail]]
Sent: Friday, October 02, 2009 3:40 PM
To: Vinson, Scott
Cc: Kevin Varnell
Subject: Wendy's - Edenton, NC - Stormwater Permit Application - Review Period Extension Request
Mr. Vinson,
Per our discussion, I am submitting this e-mail to you to request a deadline extension of Thursday, October 8, 2009, for
the Wendy's of Edenton, NC - Stormwater Permit Application. I am requesting this due to a number of extenuating
circumstances, which are: (1) the developer has requested a decrease in the amount of impervious area and fill due to
development costs, which required a substantial re -design for us; (2) the soil scientist required time to re-evaluate a
particular portion of the property for an alternative BMP design; and, (3) the NCDOT was delayed in forwarding updated
contour information to our office so that we might verify downstream ditch and pipe invert elevations (changes have been
made by NCDOT along NC 32 since our original site survey was completed). I do apologize for the continued delay, but
our re -design and suporting calculations will be ready to submit by this coming Wednesday. A deadline extension of
Thursday, October 8` , would be gracious.on your part and greatly appreciated on ours. Thank you for considering this
request. Please contact me with any questions or requests for further documentation.
Sincerely,
Stocks Engineering, P.A.
Brandon Powell

The electronic files provided by Stocks Engineering, PA (hereinafter referred to as Stocks) to receiving parties are for convenience purposes only. The receiving
party agrees not to use these drawings and data, in whole or in part, for any purpose other than the referenced project. The electronic media is furnished without
guarantee of compatibility with the receiving party's software or hardware, and Stocks sole responsibility for the electronic media is to furnish a replacement for
defective disks within thirty (30) days after delivery to the receiving party. Use of these materials for modification, extension or expansion of this project or on any
other project, unless under the direction of Stocks shall be without liability to Stocks and Stocks subconsultants. Because data stored in electronic media form can
be altered, either intentionally or unintentionally, by transcription, machine error, environmental factors, or by operators, it is agreed that the receiving party shall
indemnify, defend, and hold harmless Stocks, Stocks subconsultants, and the officers and employees of any of them from and against any and all claims,
liabilities, damages, losses and costs, including, but not limited to costs of defense, arising out of change or modifications to the data in electronic media form in
the receiving party's possession of released to others by the receiving party and for any use of the electronic media and printed hard copy drawings and
specifications outside the license granted by this provision. All electronic files shall be venfied with hard copy drawings. Should the receiving party disagree with
statements contained herein. please advise us in writing within ten (10) days after receipt of the data that you will not be using the electronic file or this disclaimer
stands as written. Refusing the terms stated above forfeits the right to utilize this electronic data.

Stocks Engineering., P.A.
nesigwiwg the Future, rOda�.
Friday, September 11, 2009
Mr. Scott Vinson
NCDWQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Review SW7090603 - Wendy's — Edenton, Chowan County
Dear Mr. Vinson:
This letter is written as a request for a 1 week extension. 1 apologize for any inconvenience and will
plan to have all comments addressed and returned to you by September 18, 2009. Thank you for
you understanding in this matter. If you have any questions or concerns please do not hesitate to
contact me @ 252.459.8196.
Sincerely,
Stocks Engineering, P.A.
J. Kevin Varnell
J. Michael Stocks, PE
1100 Eastem Avenue
Po Box 1106
Nashville, NC 27866
252.459.8196 (voice)
252.459.8197 (Fax)
252.903.6891 (mobile)
rrstoc ksRstocksenclneerina.com
Paul D. Smith, PE
3344 Nillaborough Street
Suite 250
Raleigh, NC 27607
919.821.2440 (voice)
919.821.2210 (fax)
919.BBo.5886 (mobile)
asmah0stocksenoineerina.cam

Vinson, Scott
From:
Sent:
To:
Cc:
Subject:
Attachments:
Per our discussion.
Sincerely,
Stocks Engineering, P.A.
Brandon Powell
Brandon Powell [[e-mail]]
Friday, August 07, 2009 12:36 PM
Vinson, Scott
Kevin Varnell
Wendy's Edenton - BMP Supplement Forms
Sand Filter 4.xls, Sand Filter 1.xls; Sand Filter 2.xls; Sand Filter 3.xls
RECEIVED
AU6 0 7 2009
DWQ
PROD #
The electronic files provided by Stocks Engineering, PA (hereinafter referred to as Stocks) to receiving parties are for convenience purposes only. The receiving
party agrees not to use these drawings and data, in whole or in part, for any purpose other than the referenced project. The electronic media is furnished without
guarantee of compatibility with the receiving party's software or hardware, and Stocks sole responsibility for the electronic media is to furnish a replacement for
defective disks within thirty (30) days after delivery to the receiving party. Use of these materials for modification, extension or expansion of this project or on any
other project, unless under the direction of Stocks shall be without liability to Stocks and Stocks subconsultants. Because data stored in electronic media form can
be altered, either intentionally or unintentionally, by transcription, machine error, environmental factors, or by operators, it is agreed that the receiving party shall
indemnify, defend, and hold harmless Stocks, Stocks subconsultants, and the officers and employees of any of them from and against any and all claims,
liabilities, damages. losses and costs, including, but not limited to costs of defense, arising out of change or modifications to the data in electronic media torn in
the receiving party's possession of released to others by the receiving party and for any use of the electronic media and printed hard copy drawings and
specifications outside the license granted by this provision All electronic files shall be verified with hard copy drawings. Should the receiving party disagree with
statements contained herein, please advise us in writing within ten (10) days after receipt of the data that you will not be using the electronic file or this disclaimer
stands as written Refusing the terms stated above forfeits the right to utilize this electronic data.

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r' Permit Number
(to be provided by DWQ)
p WAiF
®TA o�D q�G
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the I &M Agreement (Section IV)
I'P,ROBECTdIN FORMATION
Project name
'Wendy's - Edenton
Contact name
(Brandon Powell
Phone number
'252459-8196
Date
June 8, 2009
Drainage area number 1
117D ESIGN''I N FORMATION
Site Characteristics
Drainage area (AD) 5,663.00 f? OK
Impervious area 4,587.00 f?
% Impervious ((,) 81.0%°/u(
Design rainfall depth (Ro) 1.00 in p
Peak Flow Calculations f \ / 111
1-yr,24-hrrunoffdepth ,in JUN 1 0 2009
1-yr, 24-hr intensity in/hr ` P t�
Pre -development 1-yr, 24-hrrunoff ft�/sec /!�I`d ,�-101 NR T
Post -development 1-yr, 24-hr runoff fO/sec
Pre/Post 1-yr, 24-hr peak control ft3/sec
Storage Volume
Design volume (WQV) 552.06 fe
Adjusted water quality volume (WQV,d) 414.00 ft3 OK
Volume contained in the sedimentation basin and on top of the sand filter 416.00
Maximum head on the sedimentation basin and sand filter (hmF,,,) 2.00 it OK n
Average head on the sedimentation basin and sand filter (hA) 1.00 ft OK
Runoff Coefficient (Rv) 0.78 (unitless) ,U
Type of Sand Filter
Open sand filter? N Y or N
If this is an open sand filter: The clearance between the bottom of the sand ft
filter and the SHWT (ds�)
Closed/precast sand filter? Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand 1.00 ft
filter and the SHWT (ds�)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground ft
structure (ds.)
Fomr SW401-Sand Filter-Rev.4 Parts I and 11 Project Design Summary, Page 1 of 3

Permit Number.
(to be provided by DWQ)
®��
0�0FWArFj.OG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure
to also fill out and submit the Required Items Checklist (Section 111) and the 1&M Agreement (Section IV?
I.qPRODECTj INFORMATION
Project name
Wendys - Edenton
Contact name
'Brandon Powell
Phone number
'252-459-8196
Date
June 8, 2009
Drainage area number
2
Site Characteristics
Drainage area (AD)
8,276.00 ft, OK
Impervious area
7,283.00 ft'
% Impervious (I')
88.0% %
Design rainfall depth (Ro)
1.00 in
'fi,'i<-� , � - c
Peak Flow Calculations
1-yr,24-hrrunoff depth
in
JUN 1 0 2009
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr runoff
ft'/sec
Ih
Post -development 1-yr, 24-hr runoff
ft'/sec
Pre/Post 1-yr, 24-hr peak control
ftllsec
Storage Volume
Design volume (WOV) 871.00 ft'
Adjusted water quality volume (WOVAd) 653.25 ft' OK
Volume contained in the sedimentation basin and on top of the sand filter 656.00
Maximum head on the sedimentation basin and sand filter (hN,, %,) 2.00 It OK
Average head on the sedimentation basin and sand filter (hA) 1.00 ft OK
Runoff Coefficient (Rv) 0.84 (unifless)
Type of Sand Filter
Open sand filter? N Y or N
If this is an open sand filter: The clearance between the bottom of the sand ft
filter and the SHWT (d..)
Closed/pre-cast sand filter? Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand 1.00 ft
filter and the SHWT (dam)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground ft
structure Ids.)
Forth SW401-Sand Filter-Rev.4 Pans I and H. Project Design Summary, Page 1 of 3

Permit Number.
(to be provided by DWQ)
®
D
e WAip q�G
y �
_
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the I &M Agreement (Section IV)
1!II[PROSECTIII N F,ORMATION
Project name
Wendys - Edenton
Contact name
Brandon Powell
Phone number
.252-459-8196
Date
June 8, 2009
Drainage area number
3
II.Tr D ESIGNIIN FQRMATION
Site Characteristics
Drainage area (AD)
9,148.00 ftz OK
Impervious area
8,050.00 ttZ
i ,� ff `� q ,
% Impervious (IA)
88.0% %
Design rainfall depth (Ro)
1.00 in
Peak Flow Calculations
JUN 1 0 2009
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr)
Pre -development 1-yr, 24-hr runoff
ft3/sec
Post -development 1-yr, 24-hr runoff
ft3/sec
Pre/Post 1-yr, 24-hr peak control
ft3/sec
Storage Volume
Design volume (WOV) 963.00 ft3
Adjusted water quality volume (WOVAd) 722.25ft3 OK
Volume contained in the sedimentation basin and on top of the sand filter 724.00
Maximum head on the sedimentation basin and sand filter (hM„r,fte,) 2.00 it OK
Average head on the sedimentation basin and sand filter (hA) 1.00 it OK
Runoff Coefficient (Rv) 0.84 (unifiess)
Type of Sand Filter
Open sand filter? N Y or N
If this is an open sand filter: The clearance between the bottom of the sand It
and the SHWT (dsHw)
Closed/pre-cast sand filter? Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand 1.00 fit
and the SHWT (ds�)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground it
structure (ds�)
Form SW401-Sand Filter -Rev 4 Parts I and 11. Pmject Design Summary, Page 1 of 3

Permit Number
(to be provided by DWQ)
OF INAip9
AR 02 OG
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section III) and the I&M Agreement (Section M
Project name
Contact name
Phone number
Date
Drainage area number
I17D ESIGNII NF,QRMQTION
She Characteristics
Drainage area (k)
Impervious area
% Impervious (IA)
Design rainfall depth (Ro)
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume
Weri - Edenton
113randon Powell
252459-8196
,June 8, 2009
32,670.00 ftz OK
24,503.00 ftz
75.0% %
1.00 in
in
inthr
ft3/sec
ft3/sec
ft3/sec
Design volume (WQV) 3,292.00 ft3
Adjusted water quality volume (WOVAd) 2,469.00 ft3 OK
Volume contained in the sedimentation basin and on top of the sand filter 2,472.00
Maximum head on the sedimentation basin and sand filter (hM„Rbu) 2.00 ft OK
Average head on the sedimentation basin and sand filter (hA) 1.00 ft OK
Runoff Coefficient (Rv) 0.73 (unitless)
Type of Sand Filter
Open sand filter? N Y or N
If this is an open sand filter: The clearance between the bottom of the sand ft
filter and the SHWT (ds ,)
Closed/pre-cast sand filter? Y Y or
If this is a closed sand filter: The clearance between the bottom of the sand 1.00 ft
filter and the SHWT (ds�)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground ft
structure (ds,)
Form SW401-Sand Filter-Rev.4 Parts I and 11 Protect Design Summary, Page 1 of 3

5 v -7(2y, I
__
�---_ - . ',D.WQ USE -ONLY - - " ;< _
Date Received
Fee Paid
Permit Number
JUN
1
0 2009
SW d 3
t 1l:N 7 Gl1r/S j r{ State of North Carolina S_ AC-K 61111613
r Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be plmtocopted for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Sechrist Management Group LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Charles Sechrist C &-,q'S#emopel 4A--�
3. Mailing Address for person listed in item 2 above:
3670 Virginia Avenue
City:Collinsville State:VA Zip:24078
Phone: (276 ) 2524220 Fax: (252 ) 459.8197
Email:charles.sechrist®sfswendys coin
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street
City:Edenton County:Chowan Zip:27932
6. Directions to project (from nearest major intersection):
HWY 17 North from Washington NC to Edenton Take the NC 32-Virginia Road exit (Exit 227) toward
Edenton. Turn left onto NC 32-Virginia Road Site is 1/2 mile on right at intersection with Hampton Drive
7. Latitude:360 4' 41" N Longitude:76° 37' 1" W of project
8. Contact person who can answer questions about the project:
Name:Brandon Powell Telephone Number: (252 ) 459.8196
Eniail:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 09.25.08 Pagel of4

Basin Details
Receiving Stream Name
Pembroke Creek
Pembroke Creek
Pembroke Creek
Pembroke Creek
Stream Class & index No.
B;NSW / 26-1-1
B;NSW / 26-1-2
B;NSW / 26-1-3
B;NSW / 26-1-4
Total Drainage Area
5,663
8,276
9,148
32,670
On -Site Drainage Areas
5,663
8,276
9,148
32,670
Off -Site Drainage Area (so
0
0
0
0
Existing Impervious Area (so
0
2,395
1,500
8,380
Pro osed Impervious Areas
4,587
7,283
8,050
24,503
Impervious Area (total)
81 %
88%
88%
84%
Im ervious,Surface;Area,kr.�ti;
iv15,�;siDrairia 'e"�AreaE�1�'�:.;'�;
��:�„F�*Draina e;APea2„='r'�.`„�Ejl,'.i�
�y;=.',`�'�Draina"e``Area;3a„���ii'�
h','i'Drairia"e'Afea'4w,a"��!
On -site Buildings s
0
0
0
3,600
On -site Streets
0
0
0
0
On -Site Parking
4,307
6,607
8,050
20,143
On -Site Sidewalks
280
676
0
760
Other on -site
0
0
0
0
Off -site (sq
0
0
0
0
Total (so
1 4,587
7,283
8,050
24,503
'These percentages do not include any off -site drainage.
- •
^.b
Yt
i
Z
-_
0
c
a.Z
cD

, 4 11

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one
to two pages) describing stormwater management for the project.
The stormwater from the site will be routed to one of the sandfilters located on the outskirts of the parking lot The
storm event above the 1" storm will bypass and enter the current NCDOT drainage system The water that is
diverted to the sand filters will be treated and then released into the same NCDOT drainage system
2. Stormwater runoff from this project drains to the Chowan River basin.
3. Total Property Area: 1.62 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:1.62 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):67
7. How many drainage areas does the project have?4
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, coin lete the table with one drainage area for each engineered stormwater device.
Basin Informatior%`
= -_ Drainage Areal
,Drainage Area _2-
!
Receiving Stream Name
See Attached
See Attached
Stream Class & Index No.
Total Drainage Area (so
On -site Drainage Area (so
Off -site Drainage Area (so
Existing Impervious* Area (so
Proposed Impervious*Area (so
Impervious* Area (total)
Impervious*Surface Area' :' __
.. , .-;'_ Drainage Areal _ _
Drainage -Area 2;
On -site Buildings (so
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
Off -site (so
Total (st)
Impervious area is defined as the built upon area including, but not hnuted to, buildings, roads, parking areas,
srdezvalks, gravel areas, etc.
Form SWU-101 Version 09.25.08 Page 2 of

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

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://li2o,enr.slate.nc.us/su/msi maps htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
C$
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
-
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
L$
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
65
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
CS
• Two copies of plans and specifications (sealed, signed & dated), including:
CS
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm).Stocks Engineering, P.A.
Mailing Address:PO Box 1708
City:Nashville State:NC Zip:27856
Phone: (252 ) 459.8196 Fax: (252 ) 459.8197
Einail:[e-mail]
Vill. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Charles Sechrist
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 15A
NCAC 2H .1000. ,
Date: 6/ f q
Form SWU-101 Version 09.25.08 Page 4 of

Date
Fee Paid
Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM--u'ggna
11 '
Thisform may 6e photocopiedfor use as an original 4._;; ,t `
I. GENERAL INFORMATION
JUN 1 0 2009
r1J , -+
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project)' .� )r!
Sechrist Management Group, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
3670 Virginia Avenue
City:Collinsville State:VA Zip:24078
Phone: (276 ) 252-4220 Fax: (252 ) 459.8197
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
510 Virginia Road
City:Edenton County:Chowan Zip:27932
6. Directions to project (from nearest major intersection):
HWY 17 North from Washington NC to Edenton Take the NC 32-Virginia Road exit (Exit 227) toward
Edenton. Turn left onto NC 32-Virginia Road Site is 1/2 mile on right at intersection with Hampton Drive
7. Latitude:360 4' 41" N Longitude:76° 37' 1" W of project
8. Contact person who can answer questions about the project:
Name:Brandon Powell Telephone Number: (252 ) 459.8196
Email: bpowell@stocksengineering com
IL PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modificahon
Form SWU-101 Version09.25.08 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one
. to two pages) describing stormwater management for the project.
The stormwater from the site will be routed to one of the sandfilters located on the outskirts of the parking lot The
storm event above the V storm will bypass and enter the current NCDOT drainage system The water that is
diverted to the sand filters will be treated and then released into the same NCDOT drainage system
2. Stormwater runoff from this project drains to the Chowan River basin.
3. Total Property Area: 1.62 acres 4. Total Coastal Wetlands Area:
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:1.62 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):67
7. How many drainage areas does the project have74
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, coo lete the table with one drainage area for each engineered stormwater device.
Basin Information. _:.,.,
Drainage Areal= -_,ir `: ;:;x_
",;.`.` ';% .,-Drainage Area 2 •, .: ,_.._?,-,
.. . ,_. _ _ ._.
Receiving Stream Name
See Attached
See Attached
Stream Class & Index No.
Total Drainage Area (so
On -site Drainage Area (so
Off -site Drainage Area (so
Existing Impervious* Area (sf)
Proposed Impervious*Area (so
% Impervious* Area (total)
-
Impervious* Surface Area'- =` '
� . .
_' --� _ j:Draiiiage.Area.l �_;�
_<' Drainage Area
On -site Buildings (sf)
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
Off -site (so
Total (so
lnpervions area is defined as the built upon area including, but not limited to, buildings, rends, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version09.25.08 Page 2of4

**Total project area shall be calculated to exclude Coastal Wetlands froru use When calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
9. How was the off -site impervious area listed above derived?N/A All offsite water bypasses this site and the
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stornnvater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://h2o.enr.state.nc.us/suibml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding on
all parties and persons claiming under them, that they will 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. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http://l12o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
ForinSWU-101 Version09.25.08 Page 3of4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at h[tp://h2o.enr.state.nc.us/su/msi maps hun)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
Gs
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
—
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
CS
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
CS
• Calculations & detailed narrative description of stormwater treatment/ management
CS
• Copy of any applicable soils report
CS
• Two copies of plans and specifications (sealed, signed & dated), including:
CS
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Stocks Engineering, P.A,
Mailing Address:PO Box 1108
City:Nashville State:NC Zip:27856
Phone: (252 ) 459.8196 Fax: (252 ) 459,8197
Eiiiail:[e-mail]
Vill. APPLICANT'S CERTIFICATION
I, (print or type name of person listed m General Information, item 2) Charles Sechrist
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, anti that the proposed project complies with the requirements of 15A
NCAC 21-I .1000.
Signatu
Date: N
FormSWU-101 Version09.25.08 Page 4of4

Basin Details
asm;Information.��,,;s,.�d�,�,�-wDraina
a/Ahea41�"'i`�)-�;�,j�
,:Draina e;AFea�2�,:;t�r�
�?��F,?,+?D%aina eA�ea=3:�t<<1�ryt�iDr'airia"'e�Area4,�^��3
Receiving Stream Name
Pembroke Creek
Pembroke Creek
Pembroke Creek
Pembroke Creek
Stream Class & index No.
B;NSW / 26-1-1
B;NSW / 26-1-2
B;NSW / 26-1-3
B;NSW / 26-14
Total Drainage Area
5,663
8,276
9,148
32,670
On -Site Drainage Area (so
5,663
8,276
9,148
32,670
Off -Site Drainage Area (so
0
0
0
0
Existin Im ervious Areas
0
2,395
1,500
8,380
Pro osed Im ervious Areas
4,587 1
7,283
8,050
24,503
Impervious Area (total)*
81%
88%
88%
84%
Im ervious.Surfa "� Area."_ >�
( �r Draina e9Area�,l, 4 r
;.:P„sue Diaina e` 4Fea 2 i r'- W
`' n11DFaina e?A'r`ea`3 _ tr=.
�� ;Draina` 6 "A' 66'Aff'j
On -site Buildings (so
0
0
0
3.600
On -site Streets
0
0
0
0
On -Site Parking
4,307
6,607
8,050
20,143
On -Site Sidewalks
280
676
0
760
Other on -site
0
0
0
0
Off -site (so
0
0
0
0
Total (so
4,587
7,283
8,050
24,503
*These percentages do not include any off -site drainage.

Permit Number:
00 be provided by DWQ)
MAO=OF W A tFgOG
NCDENR h r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the I&M Agreement (Section IV)
1I. P_RWECLlNFORMATION
Project name Wendys - Edenton
Contact name Brandon Powell
Phone number 252-459-8196
Date June 8, 2009
Drainage area number
1
IL DESIGMINFORMi1TtQNf
Site Characteristics
Drainage area (AD)
5,663.00 ft OK
Impervious area
4,587.00 f?
% Impervious (IA)
Design rainfall depth (ns)
81.0% q,
� )
RE C E � g T�'1 D
Peak Flow Calculations
.ice �/ ,JV
1-yr, 24-hrrunoff depth
1-yr,
in
AUG 0 7 2009
24-hr intensity
Whir
Pre -development 1-yr, 24-hr runoff
ft /sec
Post -development 1-yr, 24-hr runoff
ft3/sec
DWQ
Pre/Post 1-yr, 24-hr peak control
ft3/sec
uROJ #
Storage Volume
Design volume (WQV)
552.00 ft3
Adjusted water quality volume (WQV d)
414.00 ft3
Volume contained in the sedimentation basin and on top of the sand filter
416.00 OK
Maximum head on the sedimentation basin and sand filter (hui.F'�")
2.00 It OK
Average head on the sedimentation basin and sand filter (hA)
1.00 it OK
Runoff Coefficient (Rv)
0.78 (unitless)
Type of Sand Filter
Open sand filter?
N Y or N
If this is an open sand filter: The clearance between the bottom of the sand
filter and the SHWT (dsHw_r)
it
Closed/pre-cast sand filter?
Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand
filter and the SHWT (dsHwi)
1.00 ft
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
it
structure (ds.)
Form SW401-Sand Filter -Rev 4 Parts I and 11 Protect Design Summary, Page 1 of 3

r
Sedimentation Basin
Surface area of sedimentation basin (As)
Sand Fitter
Surface area of sand filter (AF)
Depth of the sand media filter bed (dr)
Coefficient of permeability for the sand filter (it)
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
Does volume in excess of the design volume flow evenly distributed through a
vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a dosed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (W,,)?
What is the depth of sand over the outlet pipe?
Figure 1: Open Sand Filter
Permit Number
(to be provided by DWQ)
OK. Meets minimum, but may need to be increased tc
104.00 ttz contain the required volume if error under Storage
Volume section.
OK. Meets minimum, but may need to be increased to
104.00 ft' contain the required volume if error under Storage
Volume section.
1.50 it
9.25 (ft/day)
10.18 hours OK. Submit drainage calculations.
0.42 days
Y Y or N OK
Y YorN OK
Y YorN OK
50.00 it
N Y or N Show how flow is evenly distributed.
Y YorN OK
YorN
Y YorN OK
Y YorN OK
10.00 ft OK
1.00 ft OK
Sedimentation Saml Filter
Foore
CL.el a CU ber
for reb
—�—�. {V n'
Flow � iigtet Pipe
�"► 1
111-Situ
...r,:r...ma :...: �e F
...............5
_'-� ,,11
dar Tr
Hish Water Table
FOmI SW401 Sand Filter-Rev.4 Parts I and II. Protect Design Summary, Page 2 of 3

Figure 2: Closed Sand Filter
Pennil Number
(to be provided by DWQ)
estates
W e
\
Flow
CA ed3lid
Floe-
Concrete (oi other
9I111Cn9'YI IIIM<I mil
lu-Sine Soil
s-%
S<apatabh- High
Water Table
Pipe
` Wat<1 S<dauentlniou C11mub<r (FteebaF Sly Filler Chamber
Collected (Heavy $e Ms, (ilappW Sotres)
Otga—s. Deism)
JF
`6Wr
Form SW401-Sand Filter-Rev.4
Pans I and It. Protect Design Summary, Page 3 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming.
The sand filter will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)pavement
surface.
soon as possible.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
sand filter
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.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
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 a pesticide is used, wipe it
on the plants rather than spraying.
Form SW401-Sand Filter O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The filter bed and
Water is ponding on the
Check to see if the collector system
underdrain collection
surface for more than 24
is clogged and flush if necessary. If
system
hours after a storm.
water still ponds, remove the top
few inches of filter bed media and
replace. If water still ponds, then
consult an expert.
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment.
immediately.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Sand Filter O&M-Rev.3 Page 2 of 3

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: Wendy's - Edenton
BMP drainage area number:
Print name:Charles Sechrist
Title: Registered Agent
Address:3670 Virginia Avenue, Collinsville, VA 24078
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, �I,/- AA t' cAA a Pe{' a Notary Public for the State of
►VCL , County of A/p} H , do hereby certify that ' L
r. h a r lB 5 S ec A r, s -Lpersonally appeared before me this 7
day of -T'✓ yl e- �00 , and acknowledge the due execution of the
forgoing sand filter maintenance requirements. Witness my hand and official seal,
lSaCi a Sums
fttm pate
Om W. sL C,A
MO)
My commission expires CC 6, / 5 , Z;?iO
Form SW40I-Sand Filter O&M-Rev.3
Page 3 of

Permit Number.
(to be provided by DWQ)
®�
O�OF W A rFgOG
ARA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the 1 &M Agreement (Section IV)
Project name
Contact name
Phone number
Date
Drainage area number
- Edenton
Brandon
ZU-4bM196
June 8.2009
IMIDESIGNiINF,OR WIQN .
Site Characteristics
Drainage area (AD)
8,276.00 ffz OK
Impervious area
7,283.00 f 2
% Impervious (IA)
88.0% %
Design rainfall depth (Ro)
, SU -44"
Peak Flow Calculations
1-yr, 24-hr runoff depth
In
RECEIVED
1-yr, 24-hr intensity
inmr
Pre -development 1-yr, 24hr runoff
ft3/sec
AUG 0 7 2009
Post -development 1-yr, 24hr runoff
ft1/mac
Pre/Post 1-yr, 24-hr peak control
ft/sec;DWQ
Storage Volume
PROJ #
Design volume (WQV)
871.00 ft'
Adjusted water quality volume (WOVAdI)
653.25 ft
Volume contained in the sedimentation basin and on top of the sand filter
656.00 OK
Maximum head on the sedimentation basin and sand filter (h.„ , ,)
2.00 If OK
Average head on the sedimentation basin and sand filter (hA)
1.00 it OK
Runoff Coefficient (Rv)
0.84 (unitless)
Type of Sand Filter
Open sand filter?
N Y or N
If this is an open sand filter: The clearance between the bottom of the sand
filter and the SHWT (dsw)
ft
Closed/pre-cast sand filter?
Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand
filter and the SHWf (dam)
1.00 ft
If this is a closed, underground dosed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
ft
structure (ds�)
Form SW401-Sand Filter -Rev 4 Parts I and II. Project Design Summary, Page 1 of 3

Sedimentation Basin
Surface area of sedimentation basin (As)
Sand Filter
Surface area of sand filter (Ar)
Depth of the sand media filter bed (dr)
Coefficient of permeability for the sand filter (k)
Time to drain the sand filter (t)
Time to drain the sand filter (t)
164.00 it'
164.00 it'
1.50 it
9.25 (ft/day)
4.56 hours
0.19 days
Additional Information
Does volume in excess of the design volume bypass the sand filter? Y Y or N
Is an off-line flow -splitting device used? Y Y or N
Does volume in excess of the design volume flow evenly distributed through a
vegetated filter? Y Y or N
What is the len th of thefa ed Al
Permit Number -
(to
be provided by DWQ)
OK. Meets minimum, but may need to be increased to
contain the required volume if error under Storage
Volume section.
Increase surface area.This will also increase the
system's ability to contain the adjusted water quality
volume (a requirement above).
OK. Submit drainage calculations.
OK
OK
OK
g vege t fait 50.00 ft
Does the design use a level spreader to evenly distribute flow? N Y or N Show how flow is evenly distributed.
Is the BMP located at least 30ft from surface waters (5011 if SA waters)? Y Y or N OK
If not a closed bottom, is BMP located at least 100ft from water supply wells? Y or N
Are the vegetated side slopes equal to or less than 3:1 Y Y or N OK
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)? Y Y or N OK
What is the width of the sedimentation chamberfforebay (Wsw)? 11.00 it OK
What is the depth of sand over the outlet pipe? 1.00 it OK
Figure 1: Open Sand Fitter
Sedimentation
CLumber
nor Forebemy
Floc W u-
1 e
ia•ti
in-Sihi
�VSca
Sand Filter
chak bar
r 1
Outlet Pipe
Hiah Water Table
wtv_,.+-vnq.r
IJ ..... .
Form SW401-Sand Filter -Rev 4 Parts I and 11 Project Design Summary, Page 2 of 3

Figure 2: Closed Sand Filter
Permit Number
(to be provided by DWQ)
We0
�
Floc
Crvelland
Flow
r P
Conclatc (m odlcr-
.SmIchq'i11I'll I<rnll)
III -Silo Soil
- vi
Scasolmbh' High
Water Table
Water S<dauentation Chmuber
Collected
Riwvy'W e=.
Otga=s. Debris)
Chatcs
Pipe
dF
cl, ,
�J
Scold Filter Chamber
(Troped SAU)
Foml SW401-Sand Filter-Rev.4
Parts I and II. Project Design Summary, Page 3 of 3

Permit
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming.
The sand filter will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)pavement
surface.
soon as possible.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
sand filter
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.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure
of any sediment off -
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
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 a pesticide is used, wipe it
on the plants rather than spraying.
Form SW401-Sand Filter O&M-Rev.3 Page 1 of 3

BMP element
Potential problem:
How I will remediate theproblem:
The filter bed and
underdrain collection
Water is ponding on the
surface for more than 24
Check to see if the collector system
is clogged and flush if necessary. If
system
hours after a storm.
water still ponds, remove the top
few inches of filter bed media and
replace. If water still ponds, then
consult an expert.
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment.
immediatelv.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
or replace the pipe.
The receiving water
Erosion or other signs of
-Repair
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Sand Filter O&M-Rev.3 Page 2 of 3

Permit Number:
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: Wendy's - Edenton
BMP drainage area number:2
Print name:Charles Sechrist
Title:Registered Agent
Address:3670 Virginia Avenue, Collinsville, VA 24078
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.
1, -1. /W M a 2X '-,>+0t,-S , a Notary Public for the State of
L , County of N tl` , do hereby certify that
r,kow C G t personally appeared before me this Ai__
day of N 20�, and acknowledge the due execution of the
forgoing sand filter maintenance requirements. Witness my hand and official seal,
1 90Aft STOCKS
Mlle
SIB Lo, _ . ( _
SEAL
My commission expires re S • «. 7 o/ L9
Form SW401-Sand Filter O&M-Rev.3 Page 3 of

Permit Number.
(to be provided by DWQ)
MAIL
A F WATF
WDENR �2a 9oy
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the 18M Agreement (Section Ili
I0PROJECRINF._ORM3TIQN v "'
it GR
Ta
Project name Wendys - Edenton
Contact name Brandon Powell
Phone number 252.459-8196
Date June 8, 2009
Drainage area number 3
INEORMAT10N
Site Characteristics "
Drainage area (AD) 9,148.00 ft' OK
Impervious area 8,050.00 fP
% Impervious (IA) 88.0% %
Design rainfall depth (Ro) „6-0 t100 in
Peak Flow Calculations
1-yr, 24-hr runoff depth in E
1-yr, intensity ft/hr
Pre -development 1-yr, 24-hr runoff ft /sec VVV
Post -development 1-yr, 24-hr runoff ff3/sec
Pre/Post 1-yr, 24-hr peak control ft3/sec AUG 0 7 2009
Storage Volume DWQ
Design volume (WQV) 963.00 ft'PROJ #
Adjusted water quality volume (WQV, ,) 722.25 ft'
Volume contained in the sedimentation basin and on top of the sand filter 724.00 OK
Maximum head on the sedimentation basin and sand filter (hm F,,) 2.00 ft OK
Average head on the sedimentation basin and sand filter (hA) 1.00 ft OK
Runoff Coefficient (Rv) 0.84 (unitless)
Type of Sand Filter
Open sand filter N Y or N
If this is an open sand filter: The clearance between the bottom of the sand
filter and the SHWT (dye) ft
Closed/pre-cast sand filter? Y Y or N
If this is a closed sand filter: The clearance between the bottom of the sand
filter and the SHWT (dsm) 1.00 it
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground ft
structure (dam)
Form SW401-Sand Filter-Rev.4 Parts I and 11 Project Design Summary, Page 1 of 3

Sedimentation Basin
Surface area of sedimentation basin (As)
Sand Filter
Surface area of sand filter (AF)
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
Does volume in excess of the design volume flow evenly distributed through a
vegetated filter?
What is the length of the vegetated filter9
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 3Oft from surface waters (5Oft if SA waters)?
If not a dosed bottom, is BMP located at least 1OOft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (Ws,)?
What is the depth of sand over the outlet pipe?
Sedimentation
c1murber
(or Foreinw)
Flow
---W
Figure 1: Open Sand Fitter
Permit Number
(to be pmwded by OWQ)
OK. Meets minimum, but may need to be increased to
181.00 ftz
contain the required volume if error under Storage
Volume section.
Increase surface area.This will also increase the
181.00 ftsystem's
ability to contain the adjusted water quality
volume (a requirement above).
1.50 ft
9.25 (ff/day)
4.31 hours
OK. Submit drainage calculations.
0.18 days
Y
YorN
OK
Y
YorN
OK
Y
YorN
OK
30.00 It
N
Y or N
Show how flow is evenly distributed.
Y
YorN
OK
YorN
Y YorN OK
Y YorN OK
it 00It OK
1.00 ft OK
Siu d Filler
Cba�bei
✓ W — �
Outlet Pipe
dF
Hish Water Table
Form SW401-Sand Filter -Rev 4 Parts I and It Project Design Summary, Page 2 of 3

Figure 2: Closed Sand Filter
Permit Number.
(to be prowded by 5WQ)
d
stnichualmatetial)
111,situ Soil
sea,oa,bh- Hitt,
W.tn i.we-
Water
cotlect.d
Sedoi,ent,tion Chmuber
(Henry seit.e .
Orprics. Debris)
ch*cs
=—� x
L—Y—J
Smid Filtei Llimilier
Umppol Sohu)
Form SW401-Sand Filter-ReV.4 Parts I and 11. Project Design Summary, Page 3 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming.
The sand filter will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)pavement
surface.
soon as possible.
The perimeter of the
sand filter
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
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 a pesticide is used, wipe it
on the plants rather than spraying.
Form SW401-Sand Filter O&M-Rev.3 Page 1 of 3

. ..
BMP element:
Potentialproblem:
How I will remediate theproblem:
The filter bed and
Water is ponding on the
Check to see if the collector system
underdrain collection
surface for more than 24
is clogged and flush if necessary. If
system
hours after a storm.
water still ponds, remove the top
few inches of filter bed media and
replace. If water still ponds, then
consult an expert.
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment.
immediately.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Sand Filter O&M-Rev.3
Page 2 of 3

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: Wendv's - Edenton
BMP drainage area number:
Print name:Charles Sechrist
Title:Registered Agent
Address:3670 Virginia Avenue, Collinsville, VA 24078
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, J • 1V 1� � �lo C�5 , a Notary Public for the State of
�Gtyel/GW - LCounty of / VaS4- , do hereby certify that
ehA rle5 personally appeared before me this I{`
day of J14 n ,0_ 200 , and acknowledge the due execution of the
forgoing sand filter maintenance requirements. Witness my hand and official seal,
J !NCKM STOCKS
RdBY Public
+ N it C..f
SEAL
My commission expires Z - l5 - V IO
Form SW401-Sand Filter O&M-Rev.3 Page 3 of

Permit Number
® �
(to be provided by DWQ)
Op WA 7F9
WDENR
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the I &M Agreement (Section IV)
L PROJEC3a'INE©R�i1lk ! ._. , ` "� " I
_ _
Project name
a ,_
- - --— 4
Wendys -Edenton
Contact name
Brandon Powell
Phone number
252459-8196
Date
June 8, 2009
Drainage area number
4
IQ0ESIGN;riNfORMALiON R n sn
y
Site Characteristics
Drainage area (AD)
32,670.00 fiz OK
Impervious area
24,503.00 ft'%
Impervious (IA)
75.0% %
Design rainfall depth (Ro)
So--rWm
Peak Flow Calculations
1-yr, 24-hr runoff depth
in y�
1yr, intensity
nmr
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr
ft3��
runoff
C/
Pre/Post 1- , 24-hr peak control
ft /sec AUG
Storage Volume
20Dg
Design volume (WOV)
3,292.00 its pROJ DWQ
Adjusted water quality volume (WOVAd)
2,469.00 ft'
Volume contained in the sedimentation basin and on top of the sand filter
2,472.00 OK
Maximum head on the sedimentation basin and sand filter (hg,,,,)
2.00 it OK
Average head on the sedimentation basin and sand filter (hA)
1.00 it OK
Runoff Coefficient (Rv)
0.73 (unitless)
Type of Sand Filter
Open sand filter?
N Y or N
If this is an open sand filter. The clearance between the bottom of the sand
filter and the SHWT (dsrw)
it
Closed/pre-cast sand filter?
Y Y or N
If this is a closed sand filter. The clearance between the bottom of the sand
filter and the SHWT (dsHwr)
1.00 ft
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
ft
structure (ds.)
Form SW401-Sand Filter -Rev 4 Parts I and II. Project Design Summary, Page 1 of 3

Sedimentation Basin
Surface area of sedimentation basin (As)
Sand Fitter
Surface area of sand filter (AF)
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Permit Number.
(to be provided by DWQ)
OK. Meets minimum, but may need to be increased tc
618.00 fe
contain the required volume if error under Storage
Volume section.
Increase surface area.This will also increase the
618.00 111
system's ability to contain the adjusted water quality
volume (a requirement above).
1.50 it
9.25 (f 1day)
4.50 hours
OK. Submit drainage calculations.
0.19 days
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Y Y or N
OK
Is an off-line flow -splitting device used?
Y Y or N
OK
Does volume in excess of the design volume flow evenlydistributed through a
vegetated filter?
Y Y or N
OK
What is the length of the vegetated filter?
50.00 ft
Does the design use a level spreader to evenly distribute flow?
N Y or N
Show how flow is evenly distributed.
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
Y Y or N
OK
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Y or N
Are the vegetated side slopes equal to or less than 3:1
Y Y or N
OK
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
Y Y or N
OK
What is the width of the sedimentation chamber/forebay (Wsm)?
14.00 ft
OK
What is the depth of sand over the outlet pipe?
1.00 it
OK
Figure 1: Open Sand Filter
Sedimentation
Cbamber
for Forebay)
Floe. �—� W if
}}
lu-Sibi Soil
IVS,4
Sand Filler
C'ha�iber
r
Outlet Pipe
Water Table
R
dpw,
`sH ,T
Form SW401-Sand Filter-Rev.4 Parts I and II. Project Design Summary, Page 2 of 3

Figure 2: Closed Sand Fitter
Permit Number
(to be provided by DWQ)
Fiore-
m .
Cony ete (ot
In -Situ Soil/
Seacawbly Hi01
WataTable
Water
collected
Sedmtentatiou Clamber
(t1®vy sdhmeats.
Orper. Debar)
C3tates
Pipe
L—IrJ
Sand Filter claruber
(Tnppcd SOWS)
(IF
C6fwr
Form SW401-Sand Filter -Rev 4
Parts I and II. Project Design Summary, Page 3 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming.
The sand filter will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)pavement
surface.
soon as possible.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
sand filter
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.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
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 a pesticide is used, wipe it
on the plants rather than spraying.
Form SW401-Sand Filter O&M-Rev.3
Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The filter bed and
underdrain collection
Water is ponding on the
surface for more than 24
Check to see if the collector system
is clogged and flush if necessary. If
system
hours after a storm.
water still ponds, remove the top
few inches of filter bed media and
replace. If water still ponds, then
consult an expert.
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment.
immediately.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Sand Filter O&M-Rev.3
Page 2 of 3

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: Wendy's - Edenton
BMP drainage area numberA
Print name:Charles Sechrist
Title:Reeistered Arent
Address:3670 Virginia Avenue, Collinsville, VA 24078
Date:(L7/q�
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, ')- /Vl �l �i A2�5foC�S , a Notary Public for the State of
tL64L(p"114 , County of lVaS�- , do hereby certify that
elwt,-/C$ SeGk vfsLpersonally appeared before me this q I% -
day of JIn nC , 7�OM , and acknowledge the due execution of the
forgoing sand filter maintenance requirements. Witness my hand and official seal,
VCRM STOCKS
water f61ic
19et Ca, IL G A
SEAL
My commission expires_
Form SW401-Sand Filter O&M-Rev.3
Page 3 of