SW7100606_HISTORICAL FILE_20210427

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

ROY COOPER
Goo ernar
DIONNE DELL I-OATTI
Secretary
3RJAN WRENN
Director
Mr. Eddie H. & Sandra W. Strickland
P.O. Box 746
Elizabeth City, NC 27909
h0q7H £APCONA
ElmfmsmMial Quality
April 27, 2021
LJa-V.,o
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7100606
Strickland Development at 1412 N Road St., Elizabeth City, NC
Pasquotank County
Dear Mr. & Mrs. Strickland:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7100606 for a stormwater treatment system consisting of a wet
detention pond serving the Dollar General Store located at 1412 N. Road St., Elizabeth
City, NC expires on December 31, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https fldeq ric ,gov/about/divisions/anergy-r;inerai-and-land-
(eSOUrC;eSfjtO(rn�::aier/gt�ri7�+Ai8t—:::f-,'J(4G''8r't!pOst-C North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger. thoroe(5)ncdenr.00v
Sincerely,
A�1' '
Roger K. Thorpe
Environmental Engineer
.,rn[ar;,il::ave>a:.aeci ai e.; d; ,xr.,ea.�ifY:I.S i ursfon o; B.:ry'r: Alin al anJ umG ksce:res

Beverly Eaves Perdue
Governor
��;L)A
NCDENR kllw)
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
June 25, 2010
Dee Freeman
Secretary
Mr. Eddie H. & Sandra W. Strickland, Owners
PO Box 746
Elizabeth City, NC 27909
Subject: Stormwater Permit No. SW7100606
Strickland — N. Road Street
High Density Development with Outparcels
Pasquotank County
Dear Mr. Strickland:
The Washington Regional Office received a complete Stormwater Management Permit Application for
the Strickland — N. Road Street project on June 14, 2010. 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. SW7100606,
dated June 25, 2010, for the construction of the project.
I�-IbtlZt
This permit shall be effective from the date of issuance until June 25, 2020, 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 Scott
Vinson, or me at [phone].
Incerel ,
Al -Hodge
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\SW7100606
cc: Jason Mizelle, Albemarle & Associates, Ltd.
Pasquotank County Inspections
t' Gashington Regional Office
Central Files
North Carolina Division of Water Quality Internet wwa,mavateiquality.org One 7
943 Washington Square Mall Phone, 252-946-6461 1 FAX: [phone] North Caro tit? a
Washington, NC 27689 FAX: [phone] a �!4ntu Hl
An Equal Opportunity 1 Affirmative Action Employer � �/l 14n "

State Stormwater Management Systems
Permit No. SW7100606
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT WITH OUTPARCELS
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
Eddie H. & Sandra W. Strickland
Strickland — N. Road Street
1412 N. Road Street, Elizabeth City, Pasquotank County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 25, 2020 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 1.6 on page 3 of this permit. The subdivision is
permitted for 1 outparcel, allowed a maximum of 37,894 square feet of built -upon
area and a future developed area allowed a maximum of 43,777 square feet of
built -upon area. There currently is 36,741 square feet of existing impervious
area which is to remain.
3. The runoff from all built -upon area within the permitted drainage area of the wet
detention basin must be directed into the permitted stormwater control system.
4. Each lot within the subdivision whose ownership is not retained by the permittee,
must submit a separate Offsite Stormwater Management Permit application
package to the Division of Water Quality and receive a permit prior to any
construction on the lot.
5. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7100606
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
b. Total Impervious Surfaces, ftz:
C. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMS�:
g. Permitted Surface Area @PP ft
h. Permitted Storage Volume, ftJ:
i. Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
m. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5.44
118,412
3.56
90%
1.50 inches
5.30
13,041
36,567 at temporary pool
7.50
0.29
0.08
2.00" 0 pipe
38,521
7,513
1/8 Hp
Pasquotank/
30-3-(3)
"WS-IV, Sw"
Pasquotank River
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
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.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
6. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7100606
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, 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.
The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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.
11. 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.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
14. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
15. 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.
Page 4 of 9

r ivianagement oysiems
Permit No. SW7100606 '
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7100606, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per outparcel(s) shown on the approved
plans is 37,894 square feet. This allotted amount includes any built -upon
area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. Each subdivided lot or outparcel within the subdivision whose ownership is
not retained by the permittee, must submit a separate Offsite Stormwater
Management Permit application package to the Division of Water Quality
and receive a permit prior to any construction on the lot.
17. A copy of the recorded deed restrictions must be submitted to the Division
within 30 days of the date of recording the plat, and prior to selling lots. The
recorded copy must contain all of the statements above, the signature of the
Permittee, the deed book number and page, and the stamp/signature of the
Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7100606
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8 hp.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot owners
that request to utilize permeable pavements must submit the necessary forms
and documentation to the permittee and receive approval prior to construction of
the permeable pavement.
21. 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 signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on itE
merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
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 cohstruction 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.
Page 6 of 9

r iwanagemen[ aysiems
Permit No. SW7100606 `
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until June 25, 2020.
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 25th day of June, 2010.
N RTH CAR`OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
6r ILr-dl -
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7100606
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7100606
Strickland — N. Road Street
Stormwater Permit No. SW7100606
Pasquotank County
Designer's Certification
Page 1 of 2
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

mate atormwater management Systems
Permit No. SW7100606
Certification Requirements:
Page 2 of 2
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, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Washington Regional Office
Pasquotank County Building Inspections
Page 9 of 9

I emarle
b
& ASSOCIATES, LTD.
November 18, 2010
NCDENR - Division of Water Quality
943 Washington Square Mall
Washington, NC, 27889
ATTN: Mr. Scott Vinson
RE: Dollar General Stormwater Permit Certifications
SW7100606 & SW7100607
Dear Scott:
Construction of the Strictland Stormwater Management Pond and the Dollar General
has recently been completed and an as -built survey has been obtained. Please find the
required stormwater management permit certifications for each of these permit. I
appreciate your assistance with me on these projects and please do not hesitate to
contact me if you have any questions on this matter.
Sincerely,
HOV 1 @2050
Michael Morwayy PE
Engineer ,
cc: File EC01106A (350)
Land Planning - Engineering - Surveying - Environmental - Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] ww ..AlhemarleAssociates.com Fax: [phone]

DWQ USE ONLY
Date Received
Fee Paid c" S 1t q
Permit Number
L 7
Applicable Rules: oastal SW -1995 DCoast7al SW - 2008 ❑ Ph II - Post Construction
(select all thaj ' la) 4 [�Xn-Coastal SW- HQW/ORW Waters ❑ Universal Storm water Management Plan
❑ Other WQ M mt Plan:
NC ®ENR State of North Carolina
W4 10-0
Department of Environment and Natural Resources C07
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Strickland - N. Road Street
2. Location of Project (street address):
1400 & 1412 N. Road Street
City:Elizabeth City County:Pasquotank Zip:27909
3. Directions to project (from nearest major intersection):
From the US Hwy 17 Bypass & Business split south of Elizabeth City, proceed north on US Hwy 17 Business
Merge left onto Hughes Boulevard & proceed north. Merge onto North Road Street & continue north 1.5 miles
to the intersection of North Road Street & Brickhouse Lane. Site is on the Northeast side of the intersection.
4. Latitude:36° 19' 56" N Longitude:76° 13' 37" 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):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2.87 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:
Form SWU-101 Vcrsion 07July2009
Page I of 6

III. CONTACT INFORMATION
i
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Eddie H. & Sandra W. Strickland
Signing Official & Title:Eddie H. Strickland, Owner
b.Contact information for person listed in item 1a above:
Street Address:P.O. Box 746
City:Elizabeth City State:NC Zip:27909
Mailing Address (if applicable):
City: State: Zip:
Phone: (252 ) 339-1711 Fax: (252 ) 339-1711
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:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( 1
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:Albemarle & Associates. Ltd.
Signing Official & Titlejason A. Mizelle, Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:] 17C N. Water Street
City:Elizabeth City State:NC Zip:27909
Phone: (252 ) 338-5771
Email:'[e-mail]
Fax: (252 ) 338-5719
4. Local jurisdiction for building permits: City of Elizabeth City
Point of Contact:Stanley Ward Phone #: (252 ) 337-6868
FormSWU-101 Version07July2009 Page 2of6

IV. PROJECT INFORMATION
In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from the property will be conveyed via sheet flow across the parking areas to drop inlets & vegetated
swales for further conveyance to a wet detention pond Outlet from pond is to the rear property line ditch
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: 5.44 acres
5. Total Coastal Wetlands Area: 0.0 acres
6. Total Surface Water Area: 0.0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:5.44 acres
Total project area shall be calculated to exclude the followingg the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Untal High Water (NHW) 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 zuetlnnds landward of the NHW (or MHIM line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50.0 %
9. How many drainage areas does the project have?7 (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 : I I
'
Draina e Area I
Drainage Area _
Draina e Area _
Drainage Area _
Receiving Stream Name
PasquotankRiver
Stream Class *
WS-IV, SW
Stream Index Number *
30-3-(3)
Total Drainage Area (so
5.44 c
,2 -Zll r
On -site Drainage Area (so
4.18
Off -site Drainage Area (so
1.26
Proposed Impervious Area** (so
118,412
% Impervious Area** total
50.0
Impervious- Surfacie Ares
!'Drainage Area 1
Draina e-Area _
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
0
On -site Sidewalks (sf)
0
Other on -site (so
0
Future (so
43,777
Off -site (sf)
37,894
Existing BUA*** (sf)
36,741
Total (so:
1 118,412
* Stream Class and Index Number can be determined at: littp://h2o.eznr.state.nc.us±ims/reuorts/renortsWB htnrl
** 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.
Foam SWU-101 Version 07July2009 Page 3 of

11. How was the off -site impervious area listed above determined? Provide documentation. Autocad
Proiects in Union County: Contact DWQ Central Office stafflo check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more .stringent slornnvater requirements as per NCAC 0213.0600.
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
fromhttp://h2o.enr.state.nc.us/su/bmn 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 http://l12o.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://ii2o.etir.state.lic.us/su/bmp forms.htin.
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 Fornr(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
http://www.envlielp.org/pages/onestopexpress.litml 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 1/2 mile of the site boundary, include the 1/2
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.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or 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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
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
/A
A JM
MSM
RUM
M -VA
MSM
NVL /L(
AN-S_
FormSWU-101 Version07July2009 Page 4of6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xlI" 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 verlfij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 546 Page No: 579 /u.5m
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC /VMA/VM
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 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.tic.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htmkdeed 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 EngineenMichael 1. Morway, PE
Consulting Firm: Albemarle & Associates, Ltd.
Mailing Address:P.O. Box 3989
CityXill Devil Hills State:NC Zip:27909
Phone: (252 ) 441-2113
Email:mikem®albemarleassociates.com
Fax: (252 ) 441-0965
IX. PROPERTY OWNER AUTHORIZATION (if Con tact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2n) certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, items la) with (print or type name of organization listed in
Contact Information, item lb) 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 07July2009 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 submit a
completed Name/Ownership Change Form within 30 clays; 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 civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEA].
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type manic of person listed in Contact Information, item 2) Eddie H. Strickland
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 5pyenants will e rec ded, and that the proposed project complies with the requirements of the
applicable s teer rulesc rA NCAC 2HAO00, V, 2006-246 (Ph. II -Post Construction) or SL 2008-211.
Date:_6 - q - ZO / o
I, 3Aso - A • ►A(-L en4r , a Notary Public for the State of _ 1'30&TA WZ9,iak , County of
PASQLuCf4AV— do hereby certify that 6brM6 P. 5TIL1GKLdaD personally appeared
before me this'' day of 3 u NC? 201 O and acknowledge the
eddue
• execution of the application for
a stormwater permit. Witness my hand and official seal,
v
J N A. MIZELLE
NOTARY PUBLIC
PAS(lUOTANK COUNTY, N.C.
SEAL
My commission expires ©LT066R- 15 'JM Z.O 13
Form SWU-101 Version 07July2009 Page 6 of 6

9 7LA
HCDENR
P•oyed name
Cantad person
Pique number
Date
DraL•tage a2a mxnber
Pemtit No, SV� ( OO (Z (
EXPRESS � nPov dv ate,
JUN 14 2010
NC DENR
. i3l
S TOR611VATER WNAGEMEN T PERMIT AP?LICATION FORM
'01 CERTIF ICATION?PPL ICATIaN FORIA
'NET DETENTION BASIN SUPPLEMENT
?tts fa.., must be SCed aV, punted and submzeq.
the necmrC koms (./)eC:jS: ('art 110 lnus: De pmed, iir-d m, and arx ai ame_ req fired Y:ormati 'l.
Ill. DESIGN INFORMATION
Site Characteristics
D2utagearea 236,524 Y
IMDen ias area. postdevelopmenl 118,412 F
%kn Mous 50A) %
Design rainfa7 depm 1.5 in
Storage Volume: Non•SA Waten
1,1Ln num volume regw:red
Volume prvafed
Storage Volume: SA Waters
runo` triune
Predevebpv. 1-)r, 24-tu nma'f
Postde%vlopmem 1-yr• 244v nmotl
Mirur an volume required
Volume proided
Peak Flow Calculations
Is tn° pre-lpow oatud of the lyr 24hr storm peak Sox requred?
1-yr. 24-hr a'inW depn
Ra:ioml C. prede+elopmeM
:Zatiord C. pcs:developmera
PzLnW interwr. 1-yr• 24-N storm
P'ede.•elopmere 1-yr. 24-I r peat Soar
Pouderebpmen 1-)T. 24-te. peak Sax
P'er?ost i•yr• 24f• peak Itax cor'grd
Elevations
Temporary pod elora on
Pemwem pool devejon
SIVIT elelatim (approx. at the perm pool deter ran)
Top of 10ti vegetated shill deration
Eenom of 101t vegetxed shelf devation
Sediment deanaa. top el-rAw (bourn of pond)
Seth sit deano-A boaom eieradon
Secroer4 storage pouted
Is the2 ddd4iWd volume stored above the state-requrW temp. poor?
Elera,ion of the too of the add:iorrd volume
B Fv=e
14.802 ga 0:•:
36.567 y1 crr • %olume __.. provided is equal to or in excess of trolvne requ'ved.
(Y or o)
3.1 in
0.42 (ur4ess)
0.63 (uti�ess)
3.06 Writ OK
0.29 S115ec
0.44 `1isn
0.14 =1/sec
7.50 Snsl
5.30 tms
4.50 frrd
5.F,0 IrrJ
4.64 fnsI
0 P3 tirGI
-t.p0 tmsf
1.00 S
y (Y a N)
7.5 .msf OK
Form St'rt01 //H CC1Mli'Jrl 8avr'Rev.&e/1Tg9 Parts 1. a e. Design Swmvry• Page i of 2

Perrrit No.
(»xAa aydscl
III. DESIGN INFORMATION
Surface Areas
Area. temporary pod 13,753 Y
Area REWIRED, petmanert pad i 7,641 4
SAIDDArado S,6�j (uh'dess)
Area PROVIDED, pemranent pod. A,, i3.Gtt ft` OK
Area, b0.orn of 1M vegetated shelf, A„_,,,, IQ475
A; ea, sedknerc, dearaut. top elevalim (bcr= of porgy. A+n,aTa 3.114 4
Votunm
Vohrne. tempomy pod
Vol''".. pemanem Doi. Vey
Volume, ferebay (sun of lerebays if mote than ore faebay)
F aeDay % of pemunent pod whine
SAIDA Table Data
Design i SS removal
Coastal SArDA Table Used?
Mourns P ednWit S4DA Table Used?
SA7A ra:1a
Average depth (used in S:-DA table):
Calalat on option I used? (See Fgure 10-2b)
VORiite. permanent Dod. V,
Area proMed. pertrznera pod. A„_-
Ave,,age depth calculated
Average depth used in SAvDA d., (Round to nearest 0.5.9)
Cak, latim option 2 used? (See Figure 10.2b)
Area provided. Demanerd pod. Ay,
Area, bosom of Wlt vegetated shelf.
36.567 B' OK
38527 P,'
7,513 ft'
19.5% % 0::
SO%
Y (Ya:f)
N ((a N)
5.00 (uhtess)
N (Y or:7)
38.52;
13,041 "
B
Y (Y Oat:)
13.041 4'
10.475 rr'
Area, secirnent dezx" top elevation (batcm of pond). Ae,�
3.114 ft'
-De=' (estanx hhv bottom of 'M shelf and top of sedrnem)
4.80 ft
Aveagedepth cakulated
3.56 41
Average depth used in SA`DA. d,,, (.Round to reaest O.SB)
3.5 B
Drawdown Calculations
D.aadaen':rough a Tee?
Y (Y or N)
Diameter of once (d circular)
2.00 in
wRd Of at`n.e (d-naFCi'Naf)
in•
Coehrient of discharge (Col)
0.60 (un.Jgss)
Dm119 head C14j
0.65 B
Dawdovm ttva9h wet(!
N (Y a N)
weirtype
(uniJess)
CoeSdenm* of disdage (C.)
(undess)
Length of weir (L)
During head (H)
ft
Pteteve rit 1-yr. 244v peak Box
0.29 fttisec
PvA-d lcprten61-yr. 24-ru peak Box
0.43 ^"isec
Storage volume discharge m (through ds7a-ge orfte a weir)
0.08 flrsec
Storage +dune d3adown tin°
5,00 days
Additional InforttuUon
Vegetated side slopes
3 :1
Vegetated sM'f slope
10 :1
Vegetated shed width
i0.0 B
Length a' Bawpah to width ratio
3 :I
Length to width ratio
3.0 :1
Trash rack for overflow &onice?
Y (Ya 1)
F:eeboad prVAded
Y R
VECeated filter provided?
N (Y or N)
Reoamed dranage easerneM provided?
Y (Y or rr)
Capures ad runoff at uttirrve hold-a2?
Y (Y or N)
Oran mech ntgn fa maintenance or emergencies is:
Spileay
Need 3 - mfrt
OF
OK
0{ draws dawn in 2S days.
OK
OK
OK
OK
OK
0!:
OK
OK
OK
OK
Fomt s', �aoi:::vt Oetmeion BasnAe+.e-A'igA3 Part I. 4 U. Design St ij, Page 2 or 2

S, J1 (C)C*nG
EXPRESS
High Density Developments with Outparcels
JUN 14 2010 Deed Restrictions & Protective Covenances
In accorda ��,,15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulatior�iibtions and protective covenants are required for High Density Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold. Deed restrictions
and protective covenants are necessary to ensure that the development maintains a "built -upon" area
consistent with the design criteria used to size the stormwater control facility.
I, Eoeie P • ST2tcku r_-s , acknowledge, affirm and agree by my signature below, that I will
caus�ollowing deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Perm# Number as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3.
4.
5.
6.
8.
9.
10.
11.
These covenants are to run with the land and be binding on all persons and parties claiming
under them.
The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows
Outparcel # BUA
S rre A Z 7l 89,q pp -
Outparcel # BUA
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
Built -upon area in excess of the permitted amount will require a permit modification.
The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit prior to construction.
The project and each outparcel will maintain a 30' foot wide vegetated buffer between all
impervious areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-2 Rev.2 05Nov2009 Page 1 of 2

State of Oce2zcY(Aftv-e✓ A County of �A-'< QooT,q ji'
do hereby certify that PLO tt!F personally appeared
before me this the "�t day of 3 U�J, 20 / O , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
_ SEAL
ignature MASON A. MIZELLE
My Commission expires 0�9- /S� Z C/3 NOTARY PUBLIC
FppOVOIJOTANK COUNTY, N.C.
Form DRPC-2 Rev.2 05Nov2009 Page 2 of 2

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JUN 14 2010
Permit Number:
(co be provided by DWQ)
Drainage Area Number: /
VV=M n Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4 Page l 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.
Dorm 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 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs re air. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 55.3 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4;3 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
j
-----------------
EOREBAY
BASIN DIAGRAM
(fill in the blanks)
1--ft Min,
Sediment
Storage
Permanent Pool Elevation 5.3
Pool
Sediment Removal Elevation 0 Volume
Bottom Elevation -
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Prgject name:Dollar General - North Road Street
BMP drainage area number:
Print name:Eddie H. Strickland
Title:Property Owner
Address:P.O. Box 746
Date: 6 — y — ?0 10
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, ]lk ors Q • tit t zeaE , a Notary Public for the State of
NoVACA4,uAAA , County of CASQQGtA 4AL , do hereby certify that
Eoot E 14 • STtLteKe.Ar'p personally appeared before me this
day of Z01 0 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
G�
JASON A. MIZELLE
NOTARY PUBLIC
PASQUOTANK COUNTY, N.C.
SEAL
My commission expires 0Crf0AffYt- 15-17,01'1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Volumetric Runoff Calculations
Simple Method EXPRESS
JUN 14 2010
Project Name: Dollar General - North Road Street CIA P\ENR
still —
Project Area Description
Basin Information
existing
4.491
0
29,808
10,266
0
0
44,565
existing (to
remain)
4,491
0
21,984
10,266
0
0
36,741
proposed
(additional)
9,002
0
25,795
3,097
43,.777
0
81,671
Receiving Stream Name
Pasquotank River
Receiving Stream Class 8 Index Number
WS-IV, Sw (30-3-3)
Drainage Area
236,824 SF
Existing Imperious Area
36,741 SF
Proposed Impervious Area
81,671 SF
% impervious Area (totaO
50.0%
Impervious Surface Area
On -site Buildings or Lot BUA
13,493 SF
On -site Streets
0 SF
On -site Parking
47,779 SF
On -site Sidewarxs/Concrete
13.363 SF
Other on -site (Future Development)
43.777 SF
Off -site
0 SF
Total:
118,412 SF
Runoff Calculations (Simple Method)
NCDENR
Municipal lyr/24hr (pre)
lyr/24hr (post)
Design Runoff (in)
1.5
1.5 3.06
3.06
Total Area (Ac.)
236,824
236,824 236,824
236,824
Coverage
50.00/0
50.0% 18.8%
50.0010
R(v)
0.500
0.500 0.219
0.500 Pre -Post increase
Rainfall Volume
14,802
14,802 13,247
30,195 16,948
NCDENR Design: 14,802

,,,50X444ER MANAGEMENT CALCULATIONS - WET DETENTION POND DESIGN
Project
Drainage AreaJUN 14
Receiving Wet Pond '
Dollar General - North
Street
Wet Detention Pond Volume Calculations
By: JAM
.Date : 05/17/10
Description
Forebay
Basin
Description
elev
(ft)
area volume
(sf) (cf)
elev
(ft)
area
(sf)
volume
(cf)
Excavated Bottom
0.0
478
-1.0
2,278
Bottom (sediment clean -out elev.)
1.0
780
0.0
3,114
3.5
1,853 3,291
3.5
6,620
17,035
Bottom of Bench
4.8
2,456 2,801
4.8
8,019
9,515
Permanent Pool Elevation :
5.3
3,228 1,421
5.3
9,813
4,458
Permanent Pool Volume :
7,513
31,008
Top of Bench
5.8
4,089 1,829
5.8
11,699
5,378
Storage Elevation
7.5
5,049 7,767
7.5
13,704
21,593
Storage (Temp. Pool) Volume ;
9,597
26,971
Total Permanent Pool Volume:Volume :
38,521
Forebay Percentage of Total Volume :
1.9.5%
Total Storage Volume :
36,567
Total Excavated Volume Below Storage Elevation :
78,413
Pond Design Parameters Pond Drawdown Calculations
Storage Elevation :
7.5
(ft.)
Area at Storage Elev.:
18,753
(s.f.)
Permanent Pool Elev.:
5.3
(ft.)
Area at Perm. Elev.:
1/13,041
(s.f.)
Storage Volume :
36,567
(c.f.)
Design Volume:
14,802
(c.f.)
Orifice :
2.00
(in)
Discharge coefficient :
0.6
Average Depth:
3.1
Design Volume =
14,802
cf
Design Storage Height =
2.20
ft
Average Head =
0.65
ft.
Discharge Coefficient =
0.60
Area of Orifice =
0.0218
sf.
Discharge Rate =
0.0847
cfs.
Drawdown Calculations
NCDENR Design Volume =
49
hrs.
Storage Volume =
120
hrs
Percent Coverage: 50%
Required SA/DA ratio: 5.00 (coastal county, 90% tss removal, depth =
Req'd Surface Area : 0.27 (ac) ( 0.30 provided)
3.6 ft.)
Prepared by Albemarle and Associates, Ltd.

Far DENR Use ONLY
�� North Carolina Department of Environment and Rene,, r 9, r_�
An
t- Natural Resources
NCDENR Request for Express Permit Review rule
cw,l m.
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email me completed corm to Express
Coordinator along with a completed DETAILED narrative site plan (PDF Leland vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;afison.davidson(a)ncmail net
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.leena ncmail.net
• Mooresville & -Patrick Grogan 704-663.3772 or patrick..qrogan(a�ncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardisonfa)ncmailnet
• Wilmington Region -Janet Russell 910-350.2004 or ianet.russelaricmafl net
NOTE, Project 3Dplication received after 12 noon will be stamped in the foliovnng work day.
Project Name: DOLLAR GENERAL - 1412 N ROAD STREET County: PASQUOTANK
Applicant: GEORGE C. VENTERS. JR. Company: GLANCON FOREST EQUITY LLC
Address: 39D0 MER T ON DRIVE SUITE 210 City: RALEIGH, State: NC Zip: 27609.
Phone: [phone] Fax::[phone] Emaii: _q!_�_
Physical Location:1 12 N..ROAD STREET El IZABETH CI Y NC 27909
Project Drains into 30 3-(31 waters -'later classification WS-;V. SW (tor classification see-hitp:hh2a.enrstale.nauJbimsheoor_;r=_ccn;iYE.hunt)
Project Located in RASQUOTANK River Basin. Is project draining to class ORW ,vaters? N , vrithin '!: mile and draining to class SA waters N. or within 1
mile and drainino to pass HOW ;waters? N
EncineerlConsultant: JASON A. MIZELLE Company: ALBEMARLE & ASSOCIATES LTD
Address: 117C N. WATER STREET City: EL17ABETH CITY, State: NC Zip 27909-_ EXPRESS
Phone: [phone] Fax::[phone] Emaiqsonm iac@albemarleassociares com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY JUN 1..4 2010
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DC":1, ❑ DLR, ❑ OTHER:— NC DEN®
SECTION TWO: CHECK ONLY THE PROGRA(t"S) YOU ARE REQUESTING FOR EXPRESS PERMITTING e3
❑ 401 Unit ❑ Stream Origin Determination: = of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ of stream calls - Please attach TOFO map marking the areas in questions
❑ A01 %'later Quality Certification❑ Isolated Wefland (_linear ft or _acres)
❑ Riparian Buffer Au ho za'uon ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Skhd & BI Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ = Curb Cutlet Swales ❑ Off -site IS41J _ (Provide permit =)j
© Nigh Density -Detention Pond _ = Treatrneni Systems ❑ High Density-Infiltra8on _ =Treatment Systems
❑ high Density-Sio-Retention _ Treatment Systems ❑ High Density-Stormwater Wetlands _= Treatment Systems❑ High Density-
Otner _ « Treatment Systems /❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision Syl _(P r, cz
❑ Coastal Management ❑ Exav4ion & Fill ❑ Bddces & Culverts ❑ structures Info,-rna0an
❑ Upland Development ❑ Marina Development ❑ Urban Vlatedrom
Land Quality z Erosion, and Sedimentation Control. Plan .pith �t.Ql acres to be disturbed.(CK =Sl-1D (forOENR use)) -IT 19 5
SECTION THREE- PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
'JeUands on Site ❑ Yes ❑ No
'ledands Delineation has been completed: ❑x Yes ❑ No
USACOE Approval of Delineation completed: El Yes .N Yes o
Received from US ACOE ❑ Yes (x No
Buffer Impacts: Z No ❑ YES: _scr=_(s)
Isolated we Iand on Property ❑ Yes Z No
104 Application in Process vel US A.COE 0 Yes ❑ No Permit
Fee S IR for muhi le ennits: theck; S For OENR u:<cal
G Toral Fee Amount S 1-11-LIC; D
i SUBMITTAL DATES Fee
I SUBMITTAL DATES Fee
1 CAMA S
Variance 10 Mal: Min) S
I SW ( HD, LD, Gen) < c
601:
LQS
I Stream Deter,_
NCDENR EXPRESS Septerter 2008
r

I 'e'marle
& ASSOCIATES, LTD.
June 10, 2010
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: Ms. Lyn Hardison
EXPRESS
JUN I-.4 2010
JYC ®ENR
RE: Strickland — Dollar General, Elizabeth City, Pasquotank County, NC
High Density Stormwater Management Submittal, Express Permit Program
Dear Lyn:
Please find the enclosed Stormwater Management Permit Application for the Dollar General & Strickland
properties on North Road Street in Elizabeth City, NC. The project is a 5.44 acre site in Pasquotank
County that drains to the Pasquotank River. The stormwater management system for the facility "conforms
to NCDENR high -density standards under regulations set forth for the 20 coastal counties as well as the
coverage restrictions set forth for the Watershed Protection Area designation. The information included
within the attached submittal include:
• NCDENR stormwater management permit application for main 5.44 acre site (1 original & 1 copy)
• NCDENR stormwater management permit application for 1.25 acre outparcel (1 original & 1 copy)
• Express Review Fee ($4,000)
• High Density Outparcel Deed Restrictions
• Outparcel Supplement
• Wet Detention Basin supplement & checklist (1 original)
• Wet Detention Basin Maintenance Agreement (1 original)
• Soil Report (1 bound copy)
• Stormwater management narrative (1 copy)
• Stormwater runoff calculations (1 copy)
• Coversheet (dated 06/07/10). Overall Site Plan (C201 dated 06/07/10), E&S and Demolition Plan
(C202 dated 06/09/10), Site Plan & Buffer Plan (C203 dated 06/09/10), Site Detail Sheet (C204
dated 06/09/10), Grading Plan (C301 dated 06/10/10), and Stormwater Pond Plan & Details
(C302 dated 06/10/10) - (2-eopies)
yeoR6s
If you have any further questions regarding any portion of this submittal, please do not hesitate to call me.
Sincerely,
Jason A. Mizelle
Project Manager
cc: File EC01106A (350)
Land Planning - Engineering - Surveying - Environmental - Construction Management
117C North Water Street, Elizabeth City, North Carolina 27909
Phone: [phone] www.AlbemarieAssociates.com Fax: [phone]

'- STAN OF 13.n AG4-�. tlul F11ed: roequot.BK county,RG
N ROLIN Reel Estate Der.: duly soon, 1993 "
Time: 12:54 PH
Cp Excise Tex Book: 546 -
Page: 579 _
.. socamTa $683.00 ee[[rela. Time. Soak and Page
Tax tut No........ .. .... P rect Identlfler No. _.._. ............ ............... .
Varided by .......................................... .. ...... County on th................. day of ........ ........... . 19...........
�.. .' by............ ..... ._.. ......... ._............ ... ... ....... ,,. ..................... ....................... ....... .........
......
- Mau after recording to liornthel, Ailey,. Ellis 6 Maland -
,,,,,,, ,,,,,,,,,, P.O. Sox 220,,,El i.beth City,_NC 27907 0220
" This instrument was prepared by .. d• Fred,_Riley, Attorney _ - -
Brlef description for the Index
NORTH CAROLTNA GENERAL WARRANTY DEED
THIS DEED made this.20W. day of J.91y... ...., 19...93—, by end between
GRANTOR GRANTEE
GLENWOOD ARNOLD and wife, EDDIE i1..STRICELAND-and wi feu'.
i CATAERINE T. ARNOLD .. SANDRA W. STRICELAND--
" 2 Box P.O..
.. .. ..
-El Liabeth -0Sty, NC 627909
DEED
TRRNSF Il\TAX 5
pre 'I., .... Co. TAX rr_i,r.
' fI : UOL.118 COUNTY TAX DEPARTMENT
Fear In ....... Isla clock ear each piu,t earn. moo—; men, R ....... O k: ehoro[ler al crour. am,[oryorallon �ei pa Inenhlp.
The deslgnotlon Grantor and Greatest un used herein shall include said parties thoij halra. successor.,d nominee, rend ..
shell include nnguler plural masculine, laminae. or neuter as u,u red by —m.t .., „_ ...
WITNESSETN, that the Granloq for a ysluable c.nsiderat on paid by lhe.Grent a the receipt of. M1 h-la hereby
acknowledged, has and by these presents does grant, bargain, sell Food convey untotM1 Grantee inTee'simple,. all that -
..
... _ em 41n Set or pm'cel of trend aid elotl in the City of (. '.,I .:::: Tewmhip, -
._.Ea6gUOtank................ County,North Carolina and main' mutirulmly closer Ib d Ihe-, -
1.
-' A one—half (1/2) undivided interest-in_and to these certain parcels or 'tracts
- of land specifically described on Schedule A attached hereto.and:.by',reference -
.made a part hereof. .. -
N. C M.W;,.. I —a M. 101pla. arA401a11. r.... ......

sm 546 PAGE 580
SCHEDULE A
TRACT ONE: That certain tract of land situated in Providence
Township, Pasquotank County, beginning at an existing iron pipe
situated on the northern right of way line of BriekhOUse Lane
(state Road 1345), which iron pipe is further situated at the
southeast corner of the property of Jean Etheridge as described in
Deed recorded in Deed Book 321 at Page 450 in the Pasquotank
Registry, and running thence from said point of beginning along the
northern right of way line of Brickhouse Lane North 85' 10' 22"
East 184 feet to an iron pipe, cornering; thence North 5- 11' West
200 feet to a point, cornering; thence North 84' 52' 29" East
588.03 feet to an iron pipe, cornering; thence South 9' 02' West
205.7 feet to an iron pipe at the northern right of way line of
Brickhouse Lane; thence along the northern right of way line of
Brickhouse Lane North 84' 49' East 25 feet to an iron pipe,
cornering; thence North 8. 12' 21" East 909.5 feet to an iron pipe,
cornering; thence along the center of a ditch South 86' 18' West
1,017 feet to an iron pipe, cornering; thence South 2' 39' 28" West
719.84 feet to an iron pipe, cornering; thence North 85' 24' East
152.8 feet to an iron pipe, cornering; thence South 5' 11' East 200
feet to the iron pipe at the point of beginning, containing 16.77
acres, more or less, and being the same property that was conveyed
to Glenwood Arnold and wife, Catherine T. Arnold and Eddie It.
Strickland and wife, Sandra W. Strickland by Deed dated January 15,
197E from Ambrose S. Sawyer and wife, Margie Ward Sawyer, of record
in Deed Book 891 at Page 062 in the Pasquotank Registry.
TRACT TWO: That certain property situated at Bol Cedar Street,
Elizabeth City, North Carolina, being at the corner of Cedar and
Holley Streets and known and designated as Lot 648 in the plat of
The Improvement Company of Elizabeth City as recorded in Book 12,
Page 299 in the Office of the Register of Deeds of Pasquotank
County, North Carolina, said lot fronting fifty feet on Cedar
street, and extending back South along Holley Street one hundred
and twenty feet to an alley. See deed in Book 57, rage 103 for
further description. Also see deed in Book 58, Page 190, Office of the Register of Deeds of Pasquotank County, North Carolina. This
property is the same property that was conveyed to Eddie H.
Strickland and Glenwood Arnold by deed dated May 6, 1985 from Edgar -
A. Jones and wife, Shirley M. Jones, of record in Book 455 at Page
562 in said registry. -
TRACT THREE: That certain tract situated in Providence"Township,' .
Pasquotank County, North Carolina, beginning at a pin set in the
Eastern edge of U.S. Highway #17 approximately one mile North of
Elizabeth City, said pin being a distance of 100 feet.. in:a
Northwest direction from the intersection of said U. S. Highway 417
with the Northern Edge of Brickhouse Road; thence along said U..S. ,.
Highway 417 in a Southeasterly direction a distance of 100 feet to
the intersection of said highway with Brickhouse Road;.thence in a
Northeasterly direction along the edge of said Brickhouse: Road a .
distance of 200 feet to a point; thence in a Northwesterly -
direction parallel with U. S. highway 017 a distance of 100 feet to ..
a point; thence in a Southwesterly direction parallel with said -
Brickhouse Road a distance of 200 feet to the point and place of
beginning, being the same property that was conveyed to Eddie M.
Strickland and Glenwood Arnold by deed dated July lit 1990 from
John H. Rodgers and Margaret A. Fuller, Trustees, of record in Book
595 at Page B93 in the Pasquotank Registry. -

I�A
--'\\
lbemarle
& ASSOCIATES, LTD.
L,t i I•� L. `, ,
JUN 14 2010
MC DENR
STORMWATER MANAGEMENT NARRATI%
for
STRICTLAND & DOLLAR GENERAL, N. ROAD STREET
The proposed project consists of a total of 5.44 acres of land and is located with the
Pasquotank River, Elizabeth City Watershed Protection Area (WPA). The developer of
the Dollar General store (Glandon Forest Equity) intends to construct a new 9,014
square foot retail facility and associated parking area on a 1.25-acre site within said
5.44 acres. The current owner (Ed Strictland) has desires to redevelop the remaining
property currently being utilized as a car dealership. No specific development plans for
the redevelopment exist, but the developer has agreed to provide for construction of a
wet detention pond to accommodate both the Dollar General site and the future
development up to the 50 percent maximum coverage as allowed in the WPA.
Currently, the southern potion of the site contains the car dealership improvements
while the northern portion is mainly cleared, undeveloped land. Elevations within the
property range from approximately 7.0 to 11.0 feet. The Soil Survey for Pasquotank
County has mapped the soils to consist of BeA (Bertie Fine Sandy Loam), BoA (Bojac
Loamy Fine Sand), and ChA (Chapanoke Sift Loam). Runoff from the site currently
drains to the existing NCDOT drop inlets along the front of the property along N. Road
Street and to the rear property line ditches. The proposed development will provide
improvements to carry the runoff via a wet pond to the drainage ditch along the rear of
the site. Ultimately, all of these drainage ways connect downstream to the northeast and
drain into the Pasquotank River.
Strictland Stormwater Permit: The construction of a stormwater management wet
pond is being included within the project. This pond will be constructed on the portion of
the property that is to remain under the current ownership of Ed Strictland. Ed Strictland
will be responsible for the maintenance of the pond and will retain the ability to direct
additional stormwater to the pond to facilitate the development/redevelopment of the
remainder of the parcel. The stormwater management plan for the project is proposed
for one (future) drainage area. New improvements currently proposed will be directed to
the pond, while existing drainage patterns for the remainder of the site will not be
altered. The Season High Water Table (SHWT) for the site is at or around 4.5 feet mean
sea level. However, the outlet ditch for the site has an existing invert elevation of 5.3
feet. Therefore the pond has been assigned a permanent pool elevation of 5.3 feet. The
basin will have a depth of 6.3 feet below the permanent pool, therefore putting the
bottom of the basin at 1 foot below sea level. The pond will be constructed so that the
entering runoff will flow through a forebay that will collect a majority of the sediment and
it will also slow the flow of runoff into the basin. The pond has been sized to conform to
the North Carolina Division of Environment and Natural Resources Division of Water
Quality "Best Management Practices Manual" and provide additional volume for further
reduction of runoff. The pond's outlet structure consists of a corrugated metal pipe
Engineering — Surveying -- Land Planning
117C N. Water Street, Elizabeth City, NC 27909
Telephone: [phone] Fax: [phone]

Stonnwater Management Narrative
Strictland Property and Dollar General
June 9, 2010
Page 2 of 2
structure that includes a 2-inch orifice drilled into the riser with a basket over it for trash
protection. The structure has been designed to discharge a one and one half (1.5) inch
rainfall through the 2-inch orifice within 49 hours (based upon total head provided with
additional storage capacity) and discharge through an outlet pipe to the rear ditch.
Additional storage is provided above the 1.5-inch and a stone spillway is set at the 7.5-
foot elevation with a top of berm elevation of 8.5 feet.
Dollar General Permit: Ed Strictland is providing Dollar General with the legal right to
convey runoff from the proposed project (to be subdivided prior to development) into the
pond. This project drainage area will collect the runoff from the building, sidewalks, and
parking through an underground collection system running from the front of the parking
lot as well as a swale along the perimeter of the development. The collection system will
convey that runoff from to the wet pond in the rear of the site, which will be constructed
as part of the Dollar General development. This project is therefore being submitted as
as a "off -site drainage area" and will be subject to the appropriate deed restrictions.