SW7091110_CURRENT PERMIT_20091119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW f6y,110
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

NCDENR
North Carolina Department of Environment and
Division of Water Quality
waKo
Natural Resources
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
November 19, 2009
Mr. Barnes Boykin, Secretary
Eastern Pride, Inc.
2405 West Nash Street
Wilson, NC 27893
Subject: Stormwater Permit No. SW7091110
Family Dollar Store
High Density Commercial Wet Pond Project
Pasquotank County
Dear Mr. Boykin:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Family Dollar Store on November 10, 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. SW7091110 dated November 19, 2009, for the construction of the
subject project. 1 /2-1
This permit shall be effective from the date of issuance until November 19, 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 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Sincerely,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/ so: S:\WQS\STORMWATER\PERMIT\SW7091110
cc: Sean Robey, PE, Hyman & Robey, PC
�s quotank County Building Inspections
ashington Regional Office
Central Files
North Carolina Division of Water Quality Internetwww ncwaterquahty ore
943 Washington Square Mall Phone [phone] One 7
Washington, NC 27889 FAX [phone] North{/C�`drolina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l 0% Post Consumer Paper Nat { Q[[,if

State Stormwater Management Systems
Permit No. SW7091110
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
Eastern Pride, Inc.
Family Dollar Store
Pasquotank County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 19, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 23,985 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 protect shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7091110
a.
Drainage Area, ft2:
39,480
b.
Total Impervious Surfaces, ft2:
23,985
C.
Design Storm, inches:
1.5
d.
Pond Depth - average, feet:
3.07
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSl :
3.50
g.
Permanent Pool Surface Arei, ft :
3,072
h.
Permitted Storage Volume, ft :
4,678 at temporary pool el
i.
Temporary Storage Elevation, FMSL:
4.60
j.
Predevelopment 1 year 24 hour:
0.92 ft3/s
k.
Post development 1 year 24 hour:
2.00 ft3/s
I.
Controlling Orifice:
1.25" 0 pipe
M.
Permitted Forebay Volume, ft3:
1,182
n.
Receiving Stream/River Basin: Charles Creek / Pasquotank River basin
o.
Stream Index Number:
30-3-11
P.
Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
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.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. 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.
8. Upon completion of construction, prior to issuance -of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7091110
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
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
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7091110
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 pefmittee 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 19, 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 19th day of November, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7091110
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7091110
Family Dollar Store
Stormwater Permit No. SW7091110
Pasquotank County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7091110
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
Pasquotank County Building Inspections
Page 7 of 7

12U
y' V " DWQ USE ONLY -
Date c _v
Fee Paid I5GN
ermit Number
35c� d left 56 u 4 .+ 24 m'1
SW —10,i 11 1 0
Applicable Rules: �stal SW —1995 Coastal SW — 2008 ❑ Ph II - Post Construction
L-�g (select all that iJ�p�yA m-Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ P4LeX WQ Mgmt Plan:
/use
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Family Dollar Store
2. Location of Project (street address):
1755 Weeksville Road
City:Elizabeth City County:Pasquotank Zip:27909
3. Directions to project (from nearest major intersection):
From the intersection of Halstead Blvd (NC-344) and West Ehringhaus Street (US-17 Business) travel
southeast for approximately 3 miles. Project is on the right side of Weeksville Road.
4. Latitude: 76° 13' 22" N Longitude:36° 16' 48" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Fonn SWU-101 Version 07July2009 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the prolect):
Applicant/Organization:Eastern Pride, Inc.
Signing Official & Title:Barnes Boykin, Secretary
b.Contact information for person listed in item la above:
Street Address:2405 West Nash Street
City:Wilson State:NC Zip:27893
Mailing Address (if applicable):
Phone: (252 ) 230-0632 Fax:
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Carpet & Appliance Plaza, Inc.
Signing Official & Title:William F. Edmundson, President
b.Contact information for person listed in item 2a above:
Street Address:325 South Broad Street
City:Edenton State:NC Zip:27932
Mailing Address (if
Phone: (252 ) 482-4515 Fax: (252 ) 482-5176
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Hyman & Robey, PC
Signing Official & Title:Sean C. Robey, PE
b.Contact information for person listed in item 3a above:
Mailing Address:P. O. Box 339
City:Camden
Phone: (252 ) 335-1888
Email:[e-mail]
4. Local jurisdiction for building permits: Elizabeth City
State:NC Zip:27921
Fax: (252 ) 338-5552
Point of Contact:Stanley E. Ward, Chief Bldg. Insp. Phone #: (252 ) 337-6868
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
All runoff from impervious surfaces will be collected in an underground collection system and routed to a
wet detention basin to store the first 1.5 inches of runoff and provide 90% TSS removal.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 1.03 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':1.03 acres
Total project area shall be calculated to exclude the following the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 53.3 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area _
Drainage re _
rama a rea _
rama a rea _
Receiving Stream ame
Charles Creek
ar es ree
Stream Class
w
w
Stream Index Number
- -
- -
otal Drainage rea s
-site Drainage rea s
Off -site Drainage Area s
Proposed Impervious Area (sf)
%Impervious Area (total)
°
°
Impervious" Surface Area
Drainage Area _
Drainage Area
Drainage Area _
Drainage Area
site ui in Lots s
On -site Streets s
On -site Parking s
Un-site Sidewalks s
Other on -site s
uture s
site s
xishng s
ota s
* Stream Class and Index Number can be determined at: http://h2o.enr.state.nc.us/bims/reports/reportsWB.html
'* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. by design
Form SWU-101 Version 07Ju1y2009 Page 3 of

Proiects in Union County: Contact DWQ Central OJJice staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httD://h2o.enr.state.nc.us/su/bmp_forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp_forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at htW://h2o.enr.state.nc.us/su/msi _maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp_forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h!!p://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 11h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Initials
kuo
NA
ilk
Form SWU-101 Version 071uly2009 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ka�_,
A copy of the most current property deed. Deed book: 846 Page No: 327
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:ZZwww.secretary.state.nc.us/CoMorations/­CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
I o submittal, [phone]J zY)
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Sean C. Robey
Consulting Firm: Hyman & Robey, PC
Mailing Address:PO Box 339
City:Camden
Phone: (252 ) 335-1888
Email:[e-mail]
State:NC Zip:27921
Fax: (252 ) 338-5552
IX, PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) William F. Edmunson certify that I
own the property identified in this permit app nation, and thus give permission to (print or type name of person
listed in Contact Information, item la) Barnes Boykin with (print or type name ojorganization listed in
Contact Information, item lb) Eastern Pride, Inc. to develop the project as currently Proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 071uly2009 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and subrrt a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of ivil pen es of up $ 000 er day, pursuant to NCGS 143-215.6.
Signature::7x� / (/7 l �µ �Date:
I, n /2 NAIn _, X( a Notary Public for the State of AlOk/- 5ie4 4Va , County of
t-A&kda,J do hereby certify that W;111,41K � 4�&aA/ISa� personally appeared
before me this?*day of d^^l',&?Y_J d,9 9 • and acknowledge thg � execution of the application for a
stormwater permit. Witness my hand and official seal, /Y�/ lx 4 tG I
O'CARy'
�., p..........•
''•.,.qN col ,,o
X. APPLICANT'S CERTIFICATION
SEAL
commission expires unOkG �Y oZU��
I, (print or type name of person listed in Contact Information, item 2) Barnes Boykin
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules urAr 15),NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
WE
Date: 1 d-)5-0 1
Nottaary ,Public for the State of nY-1"I'1 (aXV I na County of
��CkSI� —do hereby certify that IBC u t i C g 116t 1 kl fl personally appeared
before me th s ay of iHOrcr oi( and acl owledgeththe due execution of the application for a
stormwater permit. Witness my hand and official seal, lam-' �I`11
SEAL
My commission expires -1 ' 07)- ac� to
Fonn SWU-101 Version 07July2009
Page 6 of 6

w

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

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

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate the problem
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.50 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.50 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
0_0 1
-----------------
BASIN DIAGRAM
(fill in the blanks)
ft Min.
Sediment
Storage
Permanent Pool Elevation 3.5
Pool
Sediment Removal Elevation_ 2 0 volume
----------- ------,-/
Bottom Elevation -3.0 I 1-ft a'Yt
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that 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:Family Dollar Store
BMP drainage area number:
Print name:Bames Boykin
Title: Secretary, Eastern Pride, Inc.
Address:2405 West Nash Street, Wilson, NC 27893
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, UMA- LD2 = a Notary Public for the State of
1 iO k\ Coxp( 1 na , County of NLAS \ do hereby certify that
i nines aw �C U1 personally appeared before me this _13A�
day of LA'D bfr c)CM, and acknowledge the due execution of the
forgoing wet detention
seal, V l e to I.
y
1
...
........
SEAL
My commission
basin maintenance requirements. Witness my hand and official
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
0vW Provided by DWO)
®�/-.Ll
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
O`-Op WATFgQ
�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM �
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
252-3352888
IN DESIGN, INFORMATION -
Site Characteristics
Drainage area 39,480 Or J/
Impervious area, post -development 23,985 ft2 ✓
%impervious 60.75 % f/
Design rainfall depth 1,5 in ✓
Storage Volume: Non -SA Waters /
Minimum volume required 3,286 63 ✓ OK
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C. post -development
Rainfall intensity 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pen. pool elevation)
Top of 1011 vegetated shelf elevation
Bottom of 100 vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Elizabeth
4,678 fl3 V OK, volume provided is equal to or in excess of volume required.
a3
it
it
0 83
it
N (Y or N)
3.4 in
0.30 limitless)
0.65 (unifless)
3.40 in/hr OK
0.92 fl3lsec
2.00 tt3lsec
1.08 fl3lsec
4.60 fmsl
3.50 first
3.00 fmsl
4.00 fmsl
3.00 fmsl
-2.00 fmsl
-3.00 first
1.00 it
y (Y or N)
4.6 fmsl OK
Form SW401-Wei Detention easm-Rev.5 Parts 1. 811. Design Summary. Page t of 2

Permit No.
pe be prvvHed by DWO)
n.rDESIGNINFORMAT ION €; - z- n,�s..__ _��-_-- _ _,_:li:��,'*f' -�y,_ _-�_�,^e,r��.�..-,<,-r, _ --
�f�27si��a _i4N �W �.��5^a- . �'}� Li'. Y.�I�t'�r`
Surface Areas
Area, temporary pool 4,938 ft2
Area REQUIRED, permanent pool 2,764 ft'
SAIDA ratio 7.00 (uni0ess)
Area PROVIDED, permanent pool, A,__,,
3,072 ft2 OK
Area, bottom of 10ft vegetated shelf, A..
1,868 ft
Area, sediment cleanout, lop elevation (bottom of pond), A„..,
128 ft2
Volumes
Volume, temporary pool
4,678 fts OK
Volume, permanent pool, V,,,.
5,868 Its
Volume, fombay (sum of forebays it more than one forebay)
1,182 fts
Forebay % of permanent pool volume
20.1 % % OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA mho
7.00 funitless)
Average depth (used in SAIDA table).
Calculation option i used? (See Figure 10-2b)
Volume, permanent pool, V,,,,,-,,,
Area provided, permanent pool, A,,,,,,
Average depth calculated
Average depth used in SAIDA, din, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A,,.
Area, bottom of 10ft vegetated shelf, A„ ,hy
Area, sediment deanoul, lop elevation (bottom of pond), As,.
'Depth' (distance blw bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through office?
Diameter of office (if circular)
Area of orifice (if-nonrrcular)
Coefficient of discharge (Ca)
Driving head (He)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak now
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume draw town time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of fiowpath to width ratio
Length to width ratio
Trash rack for overflow 8 office?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build-0ul?
Drain mechanism for maintenance or emergencies
N (Y or N)
n'
ft2
It
It
Y (Y or N)
3,072 ft OK
1,868 ft OK
128 ft2
OK
5.00 It
OK
307it
OK
3.0It
OK
Y (Y or N)
1.25 in
in'
0.60 (undless)
0.37 ft
N (Y or N)
(umlless)
(unittess)
It
It
0.92 ftslsec
Insufficient pre -development peak fiow.
2.00 fislsec
OK
0.03 ftslsec
2.18 days
OK, draws down in 2-5 days.
OK, drawdown time is correct.
3:1
OK
_ :gEAL =
10 :1
OK
,/ 18550
10.0 It
OK
3:1
OK
3.0 :1
OK
F % N,
'',7j77IICIIIaoyv\\\\\\\
Y
or Nl
.9 2ft
OK
N
(Y or N)
OK
N
(Y or N)
Insufficient
Recorded drainage easement required.
Y
(Y or N)
OK
pump out
Form SW401-Wet Detendon Basin -Rev 5 Pans 1. d II. Design Summary, Page 2 012

Permit No.
(to be provided by DWQ)
III:' REQUIRED ITEMS.CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
_Id!Zl�
3
1. Plans (1' - 50' or larger) of the entire site shovring:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
8
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
yQ vf)
8
3. Section view of the wet detention basin IV = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
��
�[. ►h
5
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
r� J' -
k
attached
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
1
5
6. A construction sequence that shows how the wet detention basin will be protected from sediment unfit the
entire drainage area is stabilized.
G�.
attached
7. The supporting calculations.
_
attached
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
f
Na
9. A copy of the deed restrictions (if required).
attached 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Fonn SW401-Wet Detention Basin -Rev 5 Part III. Required Items Checklist, Page 1 of 1

STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
II. What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within '% mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsu bpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1. Iqqn original signature is required. Photocopied signatures cannot be accepted.
2. ✓A completed wet detention pond supplement and a signed, dated and notarized wet
detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
4. .shown
areas are reported in square feet in Section 111.6.
5. VReceiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within'/2 mile of and draining
to SA waters. For Phase 11, a wet pon&is allowed within '/2 mile of SA waters.
6. ✓ Section 111.6 is filled in -cannot be left -blank: One 'column must be filled in for each
� proposed wet pond.
V
7. I the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
8tJ�president, vice president, general partner, member or manager.
*or subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
B. CALCULATIONS
1. The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2. For Phase II projects that are within Yz mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3. For Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4. For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. Required volume calculation based on 1.5" storm for Phase I I projects` and 1" storm for
all others projects. 'unless the project is Phase II and within '/z mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12. Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13. Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. Rounding numbers off during the calculation process can result in deficiencies. Do not
round the numbers until you get to the final result.
16. An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few,sheets as possible, without cluttering them up.
1. v Development/Project Name
2. ✓Engineer name and firm.
3. ✓Legend
4. ✓North Arrow
5. Location Map with nearest intersection of two major roads shown. Major road is any 1,
✓2; or 3 digit NC, US or interstate highway.
6. ✓Scale- standard engineering scale, no off-the-wall stuff.
7. Date
8. ✓Revision number and date, if applicable.
9. t/Original contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10YExisting drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11Property/Project boundary lines, bearing & distances.
120 can High Water Line or Normal High Water Line, if applicable.
13. The permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
,prevent dewatering the wetland.
14V Drainage easement widths, pipe sizes and swale inverts are provided.
15.VWetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
2 in wetlands unless a permit to fill those wetlands has been obtained.
16. Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
17.17Apartment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
18. VThe drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
19.�plan sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
/above the permanent pool, and the weir elevation between the main pond and the
20. The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21.✓An outlet structure detail showing a trash rack with :56" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22. imensions for each line and arc formed by the permanent pool contour.
23. v Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
echanism). Please note that the filter strip is not a ditch.
24. /mA forebay is provided for each inlet and located so as to prevent short-circuiting.
25. �/ The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
higher.
26V A Vegetation plan is specified for the pond, including slopes. Wetlands species are
I sted for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
sgetated cover for pond slopes.
27. VAII roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.

NOV 10 iOU9
Dear Kim Hamby, NC ®ENR
1, Charles Thomas, President of Eastern Pride Inc.. am writing this letter in response your
to your e-mail regarding our project in Elizabeth City, NC. This letter is to inform you
that G. Barnes Boykin, in his capacity as Secretary and 50% owner of pastern Pride Inc.,
has the authority to sign for and bind Eastern Pride Inc., to any document that has been
submitted to us regarding our real estate project in Elizabeth City, NC. Should you have
any questions or concerns about this matter please feel free to contact me.
I�WrP�^'�
Ciao Q.-
Charles A. Thomas/Presiderd Eastern Pride Inc
NORTH CAROLINA �t
WILSON COUNTY
i
I, Brittany R. Long, a Notary Public for Wilson County, North Carolina, do hereby
certify that Charles A. Thomas personally came before me this day acknowledged that he
is President of Eastern Pride Inc., and acknowledged, on behalf of Eastern Pride Inc., the
due execution of the foregoing instrument.
Witness my hand and official seal, this the 2,Aay of 06, vb2,y� 2009
BRITTANY R. LONO _R0a 2
NOTARY PUBLIC Notary P blic
WILSON COUNTY N.C.
My commission expires I 20t_
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P. O. Box 2145
Elizabeth City, NC
EXPPESF
October 2, 2009
NOV : 0
NG ®EMIR
To Whom It May Concern:
I am the owner of the property adjacent to the proposed Family Dollar Store site that is
currently under contract for sale from Carpet & Appliance Plaza, Inc. to Eastern Pride,
Inc. I hereby grant permission to Eastern Pride, Inc. to apply for and perform land
disturbing activities on my property as necessary to regrade the ditch along my
northwestern property line.
Sincerely,
Owners signature Printed Name
1Ac)FF(-JL Ytu�� iz� IC S;
27906
(NOTARY) I,
certify under it e pain
signature of
verified, on this date
commission expires on
as a notary public
f perjury that I witnessed the
and the individual's identity was
,200q My
W/O J^t
T.
.klU `

HYMAN
ROBEY-®
April 29, 2010
Mr. Roger Thorpe
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Family Dollar Store
Proj. #090230
Stormwater Permit No. SW7091110
Dear Mr. Thorpe:
Enclosed please find the following Designer's Certification for the above referenced project
Please note that we have indicated on the Certification Requirements sheet that slopes have
been properly seeded and matted and growth has begun, but slopes are not yet fully vegetated.
Wetland plants have been installed.
If you have any questions or require additional information, please do not hesitate to call this
office at [phone].
Sincerely,
KimberlyG
Sr. Project Manager
cc: file
Selden Taylor, Hudson Brothers
MAY C"1
` M? J" 1�'
P. O. Box 339 Camden, North Carolina 27921
[phone]
w .hymanrobey.com

State Stormwater Management Systems
Permit No. SW7091110
Family Dollar Store
Stormwater Permit No. SW7091110
Pasquotank County
Designer's Certification
I, Sean C. Robey , as a duly registered professional engineer in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Family Dollar Store in Elizabeth City
(Project)
for Eastern Pride, Inc. (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
l8SSo
Date 5�.7� /O
,W %%\ CARD,
� .QpFEssip'': `9
. Q'.
SEAL
18550
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11A C 3 2010
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7091110
Certification Requirements:
C 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.
X 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.
�c 5. The outlet/bypass structure elevations are per the approved plan.
�6. The outlet structure is located per the approved plans.
X 7. Trash rack is provided on the outlet/bypass structure.
Zc 8. All sloppes re grassed with permanent vegetation. - Arec S are Seeded
rnLOQ ee�o (;;yrrkiinoHon iseViden+- bux+ Slo eS oare. na+
�C 9. Vegetated slopes are no steeper than 3:1. P'ul I Vt(�J fed Y C4- .
�c 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been
provided.
�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.
Y15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pasquotank County Building Inspections
Page 7 of 7