SW8021021_CURRENT PERMIT_20030516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW XAO
DOC TYPE
Y9CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
GZA, Z)57�
YYYYM M D D
i

F wArF
`coo 9 Michael F. Easley, Governor
y William G. Ross Jr., Secretary
j7 North Carolina Department of Environment and Natural Resources
p r Alan W. Klimek, P.E.,Director
Division of Water Quality
May 16, 2003
Mr. Frederick R. Fischer, General Partner
Frederick R. Fischer, Family Limited Partnership
8317 Prince George Road
Charlotte, NC 28210
Subject: Permit No. SW8 021021
Dollar General Store
High Density Stormwater Project
Onslow County
Dear Mr. Fischer:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Dollar General Store on May 12, 2003. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 021021
dated May 16, 2003, for the construction of Dollar General Store.
This permit shall be effective from the date of issuance until May, 16, 2013, 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
Laurie Munn, or me at [phone],
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/Ism: S:1WQSISTORMWATIPERMIT1021021.may03
cc: Joseph F. Dunnehoo, P.E.
Onslow County Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
M
r,ICDEN'R

State Storniwater Management Systems
Permit No. SW8 021021
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 Sfatutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO.
Frederick R. Fischer Family Limited Partnership
Dollar General Store
Onslow County
FOR THE
construction, operation and maintenance of wet detention pond in compliance with the
provisions of 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 May 16, 2013, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 23,981 square feet of impervious area. This pond
must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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. A permit modification
must be submitted and approved prior to the construction of additional built -upon area
from outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 021021
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Dollar General Store
Permit Number: SW8 021021
Location: Onslow County
Applicant: Mr. Frederick R. Fischer
Mailing Address: Frederick R. Fischer Family Limited Partnership
8317 Prince George Road
Charlotte, NC 28210
Application Date:
May 12, 2003
Receiving StreanvRiver Basin:
Everett Creek / White Oak
Stream Index Number:
WOK02-19-32
Classification of Water Body:
"SA HQW"
Drainage Area, acres:
1.08
Onsite, sq. ft.:
47,045
Offsite, sq. ft.:
0
Total Impervious Surfaces, sq. ft.:
23,981
Pond Depth, feet:
3 feet
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
96.0
Permitted Surface Area, sq. ft.:
3360 @ Permanent Pool
Permitted Storage Volume, cubic ft.:
6568
Temporary Storage Elevation, FMSL:
96.7
Controlling Orifice:
0.75 in. (drawdown in 2-5 days)
Petmitted.Forebay Volume, cubic ft.:
1230
3

State Stormwater Management Systems
Permit No. SW8 021021
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times 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 revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. 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.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, 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.
4

State Storm\vaier Management Systems
Permit No. SNV8 021021
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone. -number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as maybe appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. 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.
3. 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) which have jurisdiction.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.

State Stormwater Management Systems
Permit No. SWS 021021
7. 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.
S. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 16th day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systerns
Permit No. SWS 021021
Dollar General Store
Stormwater Permit No. SW8 021021
Onslow County
Designer's Certification
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
7

State Stormwater Management Systems
Permit No. SW8 021021
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
?. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. Ail the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
$. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections

DOLLAR GENERAL STORE AT SNEADS FERRY, NC
REFERENCE: STORM WATER MANAGEMENT
CON'T III. PROJECT INFORMATION
This site has been graded and the building and asphalt has been constructed and
laid. There is an entrance to the site in the middle of the lot. A soil scientist has
evaluated this site and found no wetlands on that part of property to be developed. He
has also suggested that a wet detention be used to hold the runoff. The site is greater than
one half mile from any SA waters, therefore a wet detention basin will be designed to
hold the runoff.
The asphalt is sloped to drain to each side of the lot. At each side, of the asphalt, a
gravel trench, twenty-four (24") by twenty-four (24") inches will be constructed down the
length on each side. Within the confines of this gravel trench, a six (6") sock tile will be
placed to collect the runoff from the asphalt. This six (6") inch sock tile will be
connected to the twelve (12") inch PVC pipe. The building will be equipped with down
spouts. These down spouts will be attached to the twelve (12") inch PVC drain lines on
each side of the building. The twelve (12") inch pipe will empty into the wet detention
basin as shown on the plans.
The runoff from the site, after entering the wet detention basin, will empty into a
four thousand (4,000) gallon pump tank. The pump tank will receive the runoff from the
pond whenever the elevation of the pond exceeds an elevation of 96.00. The pump will
have an automatic off -on switch which will be activated when ever the water level rises in
the pump tank to a specified elevation. The pump tank will pump the runoff to the road
side ditch in front of the lot.

a� +*'�,��. ,� �3' �-.3:i�r+ar,���e.•�,�i,��.,.;t_������>?;IiOFFICEiL15E1C�NLY. ..,,ti>>.�.,f�...�?'�_�4 _�
Date Received
Fee Paid
Permit Number
-W qa 9,PLO
S1AJ F3 a a- i C)
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
I. GENERAL INFORMATION
t` 1. Applicants name (specify the name of t e corporation, individual, c. who owns the project):
-tX /= t9 M i i 7r ^! / reD I!R-c 7y67fs
S 2: Print .Owner/. Signing Official's name nd tide (person legally responsible for facility and compliance):,
A r2L-I) FIC I ,L�1C.
1 s C '-t,C G e nJ-0-CA1 Pf TA/
3. Mailing Address for person listed in -item 2 above:..
City: C i?fNC1<.0?j E / State: N C Zip:/ G
Telephone Number: 7d� cP 3 ~ a r16 3
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
PhLL6< 6pm•errdt s 7o- Ac
5. Location of Project (street address):
City
Couniy:' N S L o w,-
6. Directions to project (from nearest major intersection):
Ar 74e -u7'6-X ce c To ^' OF �V (- erA)
Fort / 95D r6-67. S, 7-Lr- U•; // 6P
Itr t�V 5 FEl e
a u L47- .
7. Latitude: X1 3/t 33 Od Longitude: . VJ 77 of project
8. Contact person who can answer questions atoo
uttheproject:3S
l(r_K/
Name: ,.�dS} >� Dy "� N Telephone Number: i _ 77_
II. PERMIT INFORMATION-. 1'
1. Specify whether project is (check one): New " ' Renewal Modification
Alcl 7
FonwSWU-101 Version 3.99 Page 1 of

M; .
I • , • . . 1 t .
2. If this application is being submitted a the result of a renewal or modification to an existing permit, list the l
existing permit number IJ11 and its issue date (if known)
3, Specify the type of project (check one):
Low Density Y High Density Redevelop General Permit Other
4, Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control 404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748,
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed n rrative
(one to two,pages) describing stormwater management for the,
pproject'.R�NofFF, r=R¢M ,if47, t,A} r.. w;l ( D f
(i2Rvt L T(C E"Nf �sa ck T/I �" , l�aa j- wi 1l PtCA ^► /N7_0 .�Z� I C
PE' ; le f/C. P!>?r ur<I( PtrAr ni i uru_. w ET l7cTE'ov Ti a-v e�34.rt ti ,} {Zu N aFf! PCTAiN ei�
t )I be 124mesrac` Arc
�
Z. Stormwater runoff from this project drains to the W ��rt 4� River basin. ,
3. Total Project Area: —acres�'a� 4. Project Built Upon Area; 'S� %
5. How many drainage areas does the project have?' • r '
6, Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin=lrifo"rmation' a ,
Receiving Stream Name
°� ry ,,DrairiageAArea�1 ,�*a �
E V C- K t: 7 i riCc�jK
p Dratnage..A ' 2rt
Receiving Stream Class
_
Drainage Area
b f�c{lt.3 O
Existing Impervious* Area
.3 8 / SC
Proposed Impervious*Area
;0 $/ $F
% Impervious* Area (total) .
reae.F:� 1 3 �
Drainage Area 2` '
On -site Buildings `
8 a0 0 f f
On -site Streets
10
On -site Parking •
0 -.L $�
On -site Sidewalks
9 S rA
'
Other on -site
10
Off -site
Total: ;� 3, 9,V/ Sf
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7, How was the off -site impervious area listed above derived? A%4
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The follow n covenants are Intended to ensure ongoing compliance with state stormwater management permit number
— as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than a 3, W/ square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS ,
The applicable'state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for. the status
and availability of these forms.. ' .
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

A.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Ini ials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
-Legend 1
North arrow '
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): 0Co9A15;'/pc Olt NC-ElZit/6
Mailing Address: 88/0 _ EMGK11%4,p_ /G! u C_
City: E2,4L D �5 L E State: N C Zip: 2d°s 9y
Phone: { %ZS%� ] 3 5r— -7701 Fax: .Zia• 3 S �` 77
VIII. APPLICANT'S CERTIFICATION
1, (print or type name
certify that the infor
that the project will
and protective cove
NCAC 2H .1000.
Signature.
>on listed in Genei
n included on th
istructed i onf
willebe re o dedi
Information, item 2) r�`�LJ1 • �����
permit application form is, to the best of my knowledge, correct and
mance with the approved plans, that the required deed restrictions
and that the proposed project complies with the requirements of 15A
t
Date:�,�o3
Form SWU-101 Version 3.99 Page 4 of

Permit No. S W 9 0�_
fro be provided bY DW&
State of North Carolina
Department.of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: '_D_°L L4K 6;fA167cfiL .S 73-Rt5_
Contact Person: F eP� -j-) `' Au tirE'//Uo Phone Number: (;�52) 3 s, r Z76/
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation qg_J0 ft.
Permanent Pool Elevation ! 6' o ft
Temporary Pool Elevation % ft.
areas
Permanent Pool Surface Area U sq. ft.
Drainage Area 0 8 ac.
Impervious Area o SSroS ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
S AIDA t
Diameter of Orifice
Design Rainfall
Design TSS Removal'
cu, ft.
cu. ft.
cu. ft.
(floor of the basin)
(elevation of the orrice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to S day temporary pool draw -down required)
(minimum 85% required)
Form SWU• 102 Rev 3,99 Page l of 4

0 C.
Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
acrual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a
b
c
d
e
g
h.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The-forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest nnht-
of-way.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
A mechanism is specified which will drain the basin for maintenance or an emergency
II1, NNTT DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does Wd es not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form S`}'U-102 Rev 3.99 Page 2 of 4

MAY. 5.2003 10:17AM NUENR WIRO NO.16a P.2
,,1zinrenanee ar,;v'sdes shall be performed as follows,
1. After every significant runoff producing rainfall event and at least monthly;
a. Lnspect the wet detention basin system for sediment accumulation, erosion, cash accumulation,
vegetated cover, and general condition,
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, reseed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. inspect and repair the collection system (i.e. catch basins, piping, wales, riprap, etc.) quanerly to
maintain proper funcdoning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the originsl design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
when the permanent pool depth reads 3' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3- a feet in the forebay, the sediment shall be mmoved
BASIN DIAGRAM
(fill In the blanks}
p U f Permanent Pool Elcvadon i �Q/
� �
Seumeat Re oval 1r1, � ----i------..............
+pp -__- _-`_._.Sedment Removal a 5� O
------- .;__ .'- Sonora :le arioo U 8onom Elevaton 30 .
FOR£BAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 5017o of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form S�VU-10? Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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. rr
Print name: f=r<e�c"�tcK J, r.SCh�e rz
Tide: 6: e 0- t ec,4 4- IP947--,V `K
Address: Y 3/ P2i n. C r 6co 010 �o �� ►4rt >' oTZ'E; ,vC :V,VO
Phone: -70- G P-- A 263
Signature:
Date: tq ol�
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.
e� .
I, , a Notary Public for the State of
County of , do hereby certify that &JZIL L SC:
personally appeared before me this Zf& day of , a oa 3 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expires
SEAL
* Ca=ssian EVM Sll--2006
Form S WU-102 Rev 3.99 Page 4 of 4

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
December 3, 2015
Jonathan Popkin, Manager
Boomtown -Properties, LLC
P.O. Box 1414
Jacksonville, NC 28541.
Subject: Stormwater Permit No. SW8 021021
Name Change 1 Ownership Change
Dollar Tree, Sneads Ferry
Onslow County
Dear Mr. Popkin:
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secrefary
TRACY DAVIS
Effective August 1, 2013 the State Stormwater program has been transferred from the Division
of Water Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All
previous references to DWQ will remain in older stormwater permits issued prior to August 1,
2013 until they are modified. Please note that any updated pages or addendums to this permit
will now reference DEMLR as the Division responsible for issuance of the permit
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any
development approval issued by the former Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which was current and valid at any point between January 1,
2008, and December 31, 2010. The law extended the effective period of any stormwater permit
that was set to expire during this time frame to three (3) years from its current expiration
date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra
year for a total of four (4) years extension. Accordingly, this permit shall now be effective from
the date of issuance until May 16, 2017, which includes all available extensions. The terms and
conditions of this extended permit issued on December 3, 2015 shall remain in full force and
effect.
On October 5, 2015, the Wilmington Regional Office received a request to change the project
name and to transfer the ownership of the state Stormwater management permit for the subject
project. Staff of DEMLR have inspected the project, determined that the documentation is in
order, and that the project is in compliance with the terms and conditions of the state stormwater
permit. By signing the Name/Ownership Transfer form, you have accepted the responsibility for
complying with the terms and conditions outlined in this permit. The Division is hereby
notifying you that the project name has been changed and that the subject permit has been
transferred on December 3, 2015.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Fad. I Wilmington, NC 28405
910 796 7215 T

For your records, please find enclosed a copy of the updated permit, which includes the
application and supplement forms, and a copy of the required Operation and Maintenance
agreement from the previous permittee. Also, please find a copy of the inspection report, and a
copy of the Name/Ownership Change form received on October 5, 2015.
Please be aware that the project's built -upon area and stormwater controls must be built and
maintained in compliance with the permit documents and the approved plans. Maintenance
of the approved system shall be performed in accordance with the signed Operation and
Maintenance agreement. Any modifications to this project must be submitted to DEMLR and
approved prior to construction. The issuance of this approval does not preclude you from
complying with all other applicable statutes, rules, regulations or ordinances, which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If the properly for this project has been/will be sold or legally transferred to another entity
OR, the project or permit holder has changed its name and/or mailing address, it is your
responsibility as the permittee to submit a completed and signed Name/Ownership change
form to DEMLR at Ieast 30 calendar days prior to making the changes. These forms are
available on our website at: http://port ii.ncdeni•.org/",eb/lr/state-stormNkrater-forms_docs.
If you have any questions concerning the requirements of the permit or need additional copies of
the permit or approved plans, please do not hesitate to call Steve Pusey with DEMLR in the
Wilmington Regional Office at [phone].
Sin,erely,
r
For Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ sgp: 111Stormwater\Permits & Projects120021021021 HD12015 12 permit 021021
Attach: Updated Permit, Inspection Report, Name/Ownership Change Form
cc: Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 021021
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
Boomtown Properties, LLC
Dollar Tree, Sneads Ferry Store
2027 Highway 172, Onslow County
FOR THE
operation and maintenance of wet detention pond in compliance with the provisions of 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 Energy, Mineral and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until May 16, 2017, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 23,981 square feet of impervious area. This pond
must be operated with a vegetated filter.
The tract will be limited to the amount of built -upon area indicated on page 3 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.
The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system. A permit modification
must be submitted and approved prior to the construction of additional built -upon area .
from outside of the approved drainage area.
3

State Stormwater Management Systems
Permit No. SW8 021021
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
PROJECT
DESIGN DATA SHEET
Project Name:
Dollar General Store
Permit Number:
SW8 021021
Location:
Onslow County
Applicant:
Mr. Jonathan Popkin
Mailing Address:
Boomtown Properties, LLC
P.O. Box 1414
Jacksonville, NC 28541
Transfer Application Date:
October 5, 2015
Receiving Stream/River Basin:
Everett Creek / White Oak
Stream Index Number:
WOK02-19-32
Classification of Water Body:
"SA HQW"
Drainage Area, acres:
1.08
Onsite, sq. ft.:
47,045
Offsite, sq. ft.:
0
Total Impervious Surfaces, sq. ft.:.
23,981
Pond Depth, feet:
3 feet
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
96.0
Permitted Surface Area, sq. ft.:
3360 @ Permanent Pool
Permitted Storage Volume, cubic ft.:
6568
Temporary Storage Elevation, FMSL:
96.7
Controlling Orifice:
0.75 in. (drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.:
1230
4

State Stormwater Management Systems
Permit No, SW8 021021
I1. 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.
3. The permittee shall at all times 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 revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
C. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work'and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
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.
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.
C. Further subdivision, acquisition, or sale of all or part of 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.

State Stormwater Management Systems
Permit No. SW8 021021
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Perrittee for a minimum of ten years from the date of the completion of construction.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DEMLR and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon 'is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Energy, Mineral and Land Resources,
accompanied by a completed name/ownership change form, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of
this request will be considered on its merits and may or may not be approved. The
permittee is responsible for compliance with all permit conditions until such time as the
Division approves the transfer request.
2. failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Energy, Mineral and Land Resources,
in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. 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) which have jurisdiction.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
n

State Stormwater Management Systems
Permit No. SW8 021021
7. 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.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name; ownership or mailing address changes
within 30 days.
Permit updated, transferred, and reissued this the 3rd day of December, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-.,Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
7

State Storm rater Management Systems
Permit No. SW8 021021
Dollar General Store
Stormwater Permit No. SW8 021021
Onslow County
Designer's Certification
I, s Cal, f 17 Q fiJ A Elan` , as a duly registered �2oFesf, a 'q� L
in the State of North Carolina, having been authorized to observe (periodically/
the construction of the project,.
LL pr(! (7*,v 6rAL Sto (e-P Q eAP rCr IK , Al. 0,
(Project)
for F2c a �� t't f 4-elt (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:
00,
1 ``
[� I (on
�•SJI0S 1 ature7•,9
SRe stration Num er 13301 o
ev— Z00 yDate G....
F. D
7

State Stormwater Management Systems
Permit No. SWS 021021
Certification Requirements:
p 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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office -
Onslow County- Building Inspection's