SW7040713_CURRENT PERMIT_20040811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�v��%�l�
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 11, 2004
Mr. Ricky L. Edwards
899 Sandy Hook Road
Shiloh, NC 27974
Subject: Permit No. SW7040713
Ricky Edwards Retail/Office Complex
High Density Stormwater Project
Camden County
Dear Mr: Edwards
The Washington Regional Office received a completed Stormwater Application for the
subject project on July 21, 2004. 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. SW7040713 dated August 11, 2004 to Ricky L. Edwards
& Sheila R. Edwards for the construction and operation of grassed swales and a wet detention pond
to serve the proposed Ricky Edwards Retail/Office Complex located on US Hwy 158 in Camden,
NC.
This permit shall be effective from the date of issuance until August 11, 2014 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,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
943 Washington Square Mall, Washington, north Carolina 27889 One
Phone: [phone] J FAX [phone] / Internet: h2o.enr.state. nc.us NOAhCar011na

Page 2
August 11, 2004
Mr. Ricky Edwards
If you have any questions, or need additional information concerning this matter, please
contact me at [phone], extension 214.
Sincerely,
Roger K. Thorpe
Acting Water Quality Supervisor
Washington Regional Office
cc: Hyman & Robey
Camden County Inspections
Washington Regional Office
Central Files

State. Stormwater Management Systems
Permit No. SW7040713
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT. PERMIT
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
Ricky L. Edwards & Sheila R. Edwards
Camden County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with
the provisions of 15A NCAC 21-1.1000 (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
for grassed swales and a wet detention pond to serve the proposed Ricky Edwards Retail/Office
Complex located on US Hwy 158 in Camden, NC.
This permit shall be effective from the date of issuance until August 11, 2014 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.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 2 of this permit, the Project Data Sheet.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Ricky Edwards Retail/Office Complex
Permit Number:
SW7040713
Location:
Camden County
Applicant:
Ricky L. Edwards & Sheila R. Edwards
Mailing Address:
899 Sandy Hook Road
Shiloh, NC 27974
Application Date:
7/21/2004
Receiving Stream:
UT to Sawyers Creek
Classification of Water Body:
C - Swp
Total Site Area:
4.02 ac
Total Impervious:
0.65 ac
Wet Pond Depth:
6.0 ft
Required Storage Volume:
3,242 cf
Provided Storage Volume:
12,957 cf
Required Surface Area:
2,439 sf
Provided Surface Area:
12, 444 sf
Controlling Orifice:
I & 3/8 inch @ elevation 5.0 ft
0

e. Maintenance of side slopes in accordance -with approved plans and specifications
f. Debris removal and unclogging'of outlet structure, orifice device and catch basins
and piping.
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. 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.
6. Upon completion of construction 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
___proved plans and specifications, and other supporting documentation'. Mail the
Certification to the Washington Regional Office, 943 Washingtari ��quare -Mall
Washington, North Carolina, 27889, attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for a minimum of five years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
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.
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 143-215.6(a) to 143-215.6(c).
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.

4. No homeowner/lot owner/developer shall be allowed to' fill in, alter, . or pipe any vegetative
practices (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.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
c. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that.other revisions to the project should require a
modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee.will comply with the following schedule for construction and maintenance of
the stormwater management system.
a. 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
surfaces except roads.
b.. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency including, but. not limited
to:
a. Semiannual scheduled inspection_ s (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas

5. The permit may be modified, revolted 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.
Permit issued this the 11 th day of August, 2004.
NORTH CA.ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality.
By Authority of the Environmental Management Commission
Permit Number SW7040713

Ricky Edwards Retail/Office Complex
Stormwater Permit No. SW7040713
Designer's Certification
I. I , as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date

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
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Ricky L. Edwards and Sheila R. Edwards
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ricky L. Edwards, owner
3. Mailing Address for person listed in item 2 above:
899 Sandy Hook Road _
City: Sh i 1 oh State: NC Zip: 2 7 9 7 4
Telephone Number: ( 2 5 2 �) �3 3 6 —44 3 7
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications 1 aintenance agreements, etc.):
ickv Edwards' site 44,-r�
5. Location of Project (street address):
137 Hwy 158 West
City: Camden County: Camden
6. Directions to project (from nearest major intersection):
From the intersection cf NC 343 and US Hwy 158 in Camden, travel west on
158 approximately 0.4 miles. Site is on the south side of Hwy 158.
7. Latitude: 36 0 19, Longitude: 76 0 10 � of project
8. Contact person who can answer questions about the project:
Name: Sean C. R ob e Y . Telephone Number: ( 2 5 2) 3 3 5 —18 8 8
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-i01 Version 3.99
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit X 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 narrative
(one to two pages) describing stormwater management for the project.
Stormwater will sheet flow across parkins lot to grass lined swales
i-rith 3:1 side slopes. Swales are routed to an existing pond that will
be modified to achieve 90°,o TSS removal.
2. Stormwater runoff from this project drains to the
Pasquotank
River basin.
3. Total Project Area:_4 . 0 2 acres
4. Project Built Upon Area:
17 . 91 %
5. How many drainage areas does the project have? 2
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 Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Saw er F s Cree': Tributary
Sa7iyerls Creel{ Tributary
Receiving Stream Class
CSW
Csi
Drainage Area
2 AC
2.02 AC
Existing Impervious` Area
-0-
0.07 AC
Proposed Impervious*Area
0.65 AC
I -0-
% Impervious Area (total)
32.5 %
Impervious" Surface Area
Drainage Area 1
Drainage Area.2
On -site Buildings
0. i i AC
On -site Streets
On -site Parking
0.54 AC
On -site Sidewalks
Other on -site -,ravel drive
0.07 AC
Off -site
Total: 0.65
Total: 0.07 AC
* 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? N/A
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.
I. The following 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 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 runofl"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 4

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.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Ini
• 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) _ �_ZE.._
• Detailed narrative description of stormwater treatment/management��
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water tine
- 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): Human & Rote ', FC
Mailing Address: 150-A US Hc-Ty 158 East;
City: Camden State: NC Zip: 27921
Phone: ( 252 ) 335-1888 Fax: ( 252 1 338-5552
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Ric',ty L. Echrards
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required, deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H. 1000. 1-1:1 1-47
Signature:
Date:
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQJ
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
DWQQStormwater 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: Ric'{y Edwards` Site
Contact Person: Sear, C. Robey Phone Number: ( 252) 335-1888
For projects with multiple basins, specify which basin this worksheet applies to: drainage area 1
elevations
Basin Bottom Elevation (1 - 1.0 ft. (floor of the basin)
Permanent Pool Elevation 5.0 ft. (elevation of the orifice)
Temporary Pool Elevation 6.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 12,444 sq. ft. (water surface area at the orifice elevation)
Drainage Area 2.0 ac. (on -site and of)` -site drainage to the basin)
Impervious Area 0.65 AC ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 58,142 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 1. 2 , 957 cu. ft. (volume detained above the permanent pool)
Forebay Volume N/A cu. ft. (approximately 20% of total volume)
Other parameters
SA/DAI 2.8 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice ]. 3/8 in. (2 to S day temporary pool draw -down required)
Design Rainfall 10 year iiM(
Design TSS Removal Z 90 % (minimum 85% required)
Form SVX-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual 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. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3.1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. 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 right-
of-way.
1. 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.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET 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 9does not incorporate a vegetated filter at the outlet.
This system (check one) (Cdoes 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Attachment to WET DETENTION BASIN SUPPLEMENT
For Site Plan for Ricky Edwards
a. The pond is believed to be approximately 6' deep. It is an existing man-made
pond that may have some areas deeper than 6'.
b. There is no forebay in this pond. The pond has approximately 5 times the
required surface area and is almost 2.5 times longer than the required distance
between inflow and outflow.
Pond has been designed for 90% TSS removal.
g. Existing side slopes are approximately 2:1 and heavily vegetated. Any location
where vegetation is disturbed will be regraded at a 3:1 slope.
h. No vegetated shelf has been provided due to utilizing an existing pond that is
heavily vegetated.
k. The pond is located entirely on the project property and discharges into wetlands
of an un-named tributary of Sawyer's Creek that are also located on the property.
m.. Emergency drain would have to be located below the seasonal water table. Pond
must be emptied by pumping.

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash 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, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original 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 1.,5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(flll in the blanks)
Permanent Pool Elevation S. 0
Sediment Re oval El. 75 0 5
--------------- Sediment Removal Elevation 75%
Bottom Ele ation %
---------------------------------------------- -- u-
Bottom Elevation • O 25 /o
FOREBAY
1u01► ' 1 ►11
5. Remove cattails and other indigenous wetland plants when they cover 50% 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 SWU-102 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.
Print name: Ric',,j L. Edtrards
Title: O�,rner
899 Sandy Hook Road, Steiloh, NC 2797?
Phone: [phone]
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
S�,�C; , a Notary Public for the State of 01 r o„
County of pG,l.��� G c� �- , do hereby certify that
personally appeared before me this ci Y� day of J ��\�, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
stuff L COU
NIAW f UWC
fILSQU=K 00im IC
SEAL
My commission expires L 1 (� J�
Form SWU-102 Rev 3.99 Page 4 of 4

F..
Energy, Min era! &
Land Resources
ENVIRONMENTAL QUALITY
November 21, 2017
Mr. William Earl Ward, Sr.
140A Walston Lane
Camden, NC 27921
ROY COOPER
Govrinot'
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Dhrcmr
Subject: Stormwater Permit Renewal & Ownership Change
Stormwater Management Permit SW7040713
Former Ricky Edwards Complex, Camden, NC
Camden County
Dear Mr. Ward:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7040713 for a stormwater wet detention pond serving a
commercial complex formally owned by Ricky Edwards located on US Hwy 158 in
Camden, NC expires on August 11, 2018. Renewal applications are due 180 days prior
to expiration. The permit was originally issued to Ricky Edwards. A search of the
Camden County tax records shows that the property covered under this permit is now
owned by you. North Carolina General Statutes and the Coastal Stormwater rules
require that this property be covered under a stormwater permit.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal and an ownership change application with another $505.00 application
fee. Permit application forms for renewal and ownership change can be found on our
website at: https:/ldeg.nc.gov/about/divisions/energy-mineral-land-resourceslenergy-
mineral-land-rules/stormwater-arogramlpost-construction.
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.
Sincerely,
Rog�K.Thorpe
Environmental Engineer
Nothing Compares�-�
State of Nortli Caru{ina I Envirnnmental quality I Energy, Mineral avid Land Resources
W:3tihinnton RenionaI ofi'cre 1943 Waehirnnlnn %nii,irr M;slt I Watiltinnlnn. NC 77RR9