SW8040205_CURRENT PERMIT_20220204

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O�i 02 5
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2g2202o4
YYYYMMDD

ROY COOPER
Govcnor
El$ABETH'S. BISER
S--
BRIAN WRENN
Director
February 4, 2022
TGW, LLC
Attn: Michael W. Toler, Manager
P.O. Box 989
Morehead City, NC 28557
NORTH CAROLINA
EnYironrnenra/ Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 040205
Mike Toler Chrysler Dodge Jeep Ram
Carteret County
Dear Mr. Toler:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on February 1, 2022. The Division is hereby notifying you that permit SW8040205 has been
renewed, updated, and re -issued on February 4, 2022, as attached. Please be aware that the renewal and re -
issuance of this stormwater permit does not imply that the site is currently in compliance:
This permit shall be effective until February 13, 2026and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).. The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OA14 within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely, }
(�V AUP
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams: NStorrnwater\Permits & Projects\2004\040205 HD\2022 02 permit 040205
cc: The Cullipher Group, P.A.; 151-A HWY 24; Morehead City, NC 28557
Wilmington Regional Office Stormwater File
D E Q North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
./ Wilmington Regional Office 1127CardvW Drive Extension I WRntington. North Carolina 28405
bum
910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 040205
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION 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
TGW, LLC
Mike Toler Chrysler Dodge Jeep Ram
5340 & 5360 Highway 70W, Morehead City, (comer of Murdoch Road), Carteret County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storm water rules') and as
outlined in the application, approved stormwater management plans, supplement, calculations,
operation and maintenance agreement, recorded documents, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR").
The project shall be constructed, operated and maintained in accordance with these approved
plans and specifications. The approved plans and specifications are incorporated by reference
and are enforceable part of this permit.
This permit shall be effective from the date of issuance until February 13, 2026 and shall be
subject to the following specified conditions and limitations. The permit issued shall continue in
force and effect until the permittee files a request with the Division for a permit modification,
transfer, renewal, or rescission, however, these actions do not stay any condition. 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 for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The proposed wet detention pond has been
designed to handle the runoff from a total of 162,690 square feet of impervious area.
3. The pond's drainage area will be limited to the amount of built -upon area indicated in
Sections 1.2 and 1.6 of this permit, and per the approved plans. Future built -upon area
has been allocated as 3,905 square feet and is included in the total amount listed above.
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.
Page 1 of 7

Post -Construction Stormwater Management
Permit No. SW8 040205
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.
6. The following design criteria have been permitted for the proposed wet pond, and must
be maintained at design condition.
Design Criteria
Rule Cite
Units
Proposed Pond
1. Drainage Area
Onsite
Offsite
acres
Ft2
Ft2
4.29
187,000
0
2. Total Impervious Surfaces
Ft2
162,690
a On -site
Ft2
162,690
b Offsite
Ft2
0
3. Design Storm
2008
Inches
1.5
4. Average Design Depth
2008
Feet
4.5
5. TSS removal efficiency
%
90
6. Permanent Pool Elev.
FMSL
17.5
7. Perm. Pool Surface Area
Ft2
14,477
8. Permitted Storage Volume
Ft3
19,873
9. Temporary Storage Elev.
FMSL
18.65
10. Pond Bottom Elevation
®
FMSL
11.0
11. Sediment Removal Elev.
FMSL
12.0
12. Pre-dev. Discharge rate
Cfs
21
13. Controlling Orifice
m Inches
2.0
14. Orifice flow rate
®
Cfs
.06
15. Permanent Pool Volume
Ft3
46,592
16. Permitted Forebay Volume
Ft3
9,670
17. Max. Fountain HP
HP
1/6
18. Receiving Stream
Hull Swam
19. Stream Index Number
WOK03 21-15
20. Stream Classification
C
II.SCHEDULE OF COMPLIANCE
1. The proposed stormwater management system must be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any built -upon
area associated with the modification.
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 and perform the necessary operation and
maintenance at the scheduled intervals, to assure that the permitted stormwater system
functions at optimum efficiency, in accordance with the signed and approved Operation
and Maintenance Plan, which is attached to and an enforceable part of this permit.
4. Access to the outlet structure must be available at all times.
5. 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.
6. 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.
Page 2 of 7

Post -Construction Stormwater Management
Permit No. SW8 040205
Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
C. 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.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond; away from
the shoreline.
f. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
8. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
9. If the stormwater system is used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
10. The permittee shall ensure that the maximum built -upon area limit is not exceeded at
any time, and shall ensure that the site is graded such that runoff from all the built -upon
is directed into the permitted system.
11. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
12. No person or entity, including the permittee, shall alter any component shown in the
approved plans and specifications. Prior to the construction of any modification to the
approved plans, the permittee shall submit to the Director, and shall have received
approval for modified plans, specifications, and calculations including, but not limited to,
those listed below. For changes to the project or SCM that impact the certifications, a
new or updated certification(s), as applicable, will be required and a copy must be
submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project and/or property area as reported in the approved plans and
specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not
included in the approved plans and specifications.
g. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement
on -site stormwater systems. These additional or replacement measures shall receive a
permit from the Division prior to construction.
Page 3 of 7

Post -Construction Stormwater Management
Permit No. SW8 040205
PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate application, documentation and the processing fee as outlined in Title 15A
NCAC 02H.1045(3).
CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT
INFORMATION. The permittee shall submit a completed Permit Information Update
Application Form to the Division within 30 days to making any one of these changes.
TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or
in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other
business association that has been dissolved,
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which
the permitted activity is occurring or will occur.
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit
conditions have been met and that the project and the on -site stormwater system
complies with the permit conditions. Records of maintenance activities performed
to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and
conditions of this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved
plans, application, supplement, operation and maintenance agreement, all
applicable recorded documents, and specifications shall be maintained on file by
the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the
stormwater rules is subject to enforcement procedures as set forth in NCGS 143
Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the
Division an annual certification completed by either the permittee or their
designee confirming the projects conformance with permit conditions
e. OBTAINING COMPLIANCE. 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 modified plans and
certification in writing to the Director that the changes have been made.
Page 4 of 7

Post -Construction Stormwater Management
Permit No. SW8 040205
OTHER PERMITS. The issuance of this permit does not preclude the permittee
from complying with and obtaining any other permits or approvals that are
required for this development to take place, as required by any statutes, rules,
regulations, or ordinances, which may be imposed by any other Local, State or
Federal government agency having jurisdiction. Any activities undertaken at this
site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-
215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed, updated and reissued this the 4th day of February 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�; na•�� iirecto"r�
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

Post -Construction Stormwater Management
Permit No. SW8 040205
Mike Toler Chrysler Dodge Jeep Ram
Stormwater Permit No. SW8 040205
Carteret County
Attachment A
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

Post -Construction Stormwater Management
Permit No. SW8 040205
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. 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.
1 & 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: NCDEQ-DEMLR Wilmington Regional Office
Carteret County Building Inspections
Page 7 of 7

Attachment C - Permitting History
Mike Toler Crysler Dodge Jeep Ram
Permit No. SW8 040205
Approval
Permit
BIMS
Description of the Changes
Date
Action
Version
2/13/2004
Original
1.0
Approval
A request to change the project name from Fred's Beds to Mike
Toler Chrysler Dodge Jeep Ram due to the pending sale of the
property. Upon the issuance of this permit modification, the sale o
the property will be finalized and a formal permit transfer request
must be submitted. The old Fred's Beds 2.99 acre site has been
incorporated into a larger 6.87 acre project, Mike Toler Chrysler
8/14/2012
Modification
1.1
Dodge Jeep Ram and a new wet detention pond is proposed which
will treat the entire larger project area. The existing wet pond will
continue to function and be maintained in compliance with the
permit until such time as the larger construction project is started
and the new pond is constructed. The plans previously approved
on February 13, 2004 will remain in effect as the "Existing"
condition until such time as the "Proposed" condition is
constructed.
Complete redesign of the site and the pond. An increase in the
amount of built -upon area which constitutes a major modification
7/25/2014
Modification
1.2
under SL 2008-21 1, the coastal stormwater rules. The site has
been redesigned to meet the larger design storm required by SL
2008-21 1.
Increased impervious area for a picnic shelter and a future area,
which will be treated within the existing pond. Minor adjustments
10/4/2016
Modification
1.3
to the plans, including new stormwater data with impervious areas
listed. Modified overflow device for 10-year storm and above.
2/4/2022
Renewal
2.0
Expires February 13, 2026

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 1
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform mam EM
flushing of sediment through the emergency drain should be mineMe:
to t 1e���
maximum extent practical. JUL 1 Q 2014
— Once a year, a dam safety expert should inspect the embankment. 11
BY:
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 SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number: 5W'Y 0 Q'U wS
(to be provided by DWQ)
Drainage Area Number: I
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.
ECEI E
JUL 10 2014
Form SW401-Wet Detention Basin O&M-Rev.4 e 2 of 4
BY:

Permit Number: 56,j8U4)ZOS
(10 be provided by DWQ)
Drainage Area Number: /
BMP element:
Potentialproblem:
How I 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 repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1756.
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 55:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 30 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
14.5
---------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
''-ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 17.5
Pool
Sediment Removal Elevation 12.0 Volun
----------------------- -------------- ------
Bottom Elevation 11.0 11-ft
MAIN POND
mECEIVEFJ
JUL 10 2014
gy; age 3 of 4
Storage

Permit Number: 5(y if O �(O ZO S
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Mike Toler Chrysler Dodge Jeep Ram
BMP drainage area number:
Print name: Michael Wayne Toler
Title: Member Manager
Address: 5369 Highway 70 West, Morehead City, NC 28557
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.
Ir, 6 YI I 46t'1 i' , a Notary Public for the State of
I OYf') (OIsbn) County of (br ICYrf , do hereby certify that
m 1aff. ( 1 'VA.VU ll, Ttr personally appeared before me this"l
day of ( , O and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
ig-:11:1002118,72 "0;
SEAL
ECEIVE
My commission expires JUL 10 2014
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

DEMLR USE ONLY
Date Received
I Fee Paid
Permit Number
#( qyj 4 Scl5—
ScJB O oao5
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3). the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 040205
2. Project name: Mike Toler Chrysler Dodge Jeep Ram
3. Project street address: 5340, 5350, 5360 Highway 70
City: Morehead City County: Carteret —ZIP: 28557
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: httys://deg.ne.gov/abouUdivisions/energy-
m inera I -la nd-resources/energy-mine ral-land-rules/stormwater-grog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: htti)s:Hdeg.nc.gov/abouUdivisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-orooramloost-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: TGW. LLC
2. Signing Official's Name: Michael W. Toler
3. Signing Official's Title: Manager
4. Mailing Address: PO Box 989
City: Morehead City State: NC ZIP: 28557
5. Street Address: 5369 Highway 70 West
City: Morehead City State: NC ZIP: 28557
6. Phone: ( 252 ) 247-2003 Email: mike() miketoler.com
FEB 0 12022
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORKO. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each Item below to Indicate that the required Information /s provided In the application package:
�A
RD�_
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;'
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
(� I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one.,
A copy of the certification(s) confirming that the project was built In accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
&)1 A 6.
[IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
[IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
FEB 0 1 2W i
BY:_
Stormwater Permit Renewal Application Form Page 2 of 3 May 11. 2018

D. PERMITTEE'S CERTIFICATION
I, Michael W. Toler , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
I , �
Signature: �'r `�"�+ f �f% �a % Date:
that
day of
County of
;'v5ezecutidnI.'forgoing instrument. Witness my hand and official seal,
SOT AR/-.,�'
n ; (Notary Seal)
"„i„,,,,0""" R .
My commission expires
a Notary Public for the State of
do hereby certify
personally appeared before me
, and acknowledge the due
FEB 0 i 20Y2 v I
Stormwater Permit Renewal Application Form, Page 3 of 3 May 11, 2018

t
I �
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Permit No. V _ r g� 5
(fo be provbed by DWQ)
®gin
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
o�op NNA7-f O9
H r
s
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Michael Wayne Toler
252-247-2003
8111/2016
1
II--4DESIGK INFORMATION
Site Characteristics
Drainage area
187,000 f2
Impervious area, post -development
162,690 112
% impervious
87.00 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 19,471 ft1
Volume provided
19,868 fta
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SAWaters
1.5' runoff volume
to
����•
Pre -development 1-yr, 24-hr runoff
ft'
•�•°rpROV
Post -development 1-yr, 24-hr runoff
Minimum
fla
••`a �Jk
,
ISIO
volume rerequired
q
fl
: 0Q ' t;
Volume provided
ft3
: Z ;Q L
Peak Flow Calculations
Is the pre/pwt control of the 1yr 24hr storm peak flow required?
N (Y or N)
•• ��:
,
••'•
1-yr, 24-hr rainfall depth
Rational C, pre -development
in
i FA�Q�l�••'r I
c .
,10 �•••••0� �••�
limitless)
00�•.,of
Rational C, post -development
(unitless)
ERs4 •`
Rainfall intensity: 1-yr, 24-hr storm
inthr
Pre -development 1-yr, 24-hr peak flow
0.13 ft3/sec
Post -development 1-yr, 24-hr peak flow
0.56 ft'/sec
Pre/Past 1-yr, 24-hr peak flow control
0.43 ft°/sec
UO
Elevations
Temporary pool elevation
18.65 fmsl
Permanent pool elevation
17.50 fmsl
SHWT elevation (approx. at the perm, pool elevation)
18.001msl
Top of 10ft vegetated shelf elevation
18.00 fmsl
Bottom of 10ft vegetated shelf elevation
17.00 fmsl
Sediment cleanout, top elevation (bottom of pond)
12.00 hat
Sediment deanout, bottom elevation
11.00 fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp. pool?
N (Y or N)
`'
E C �!
Elevation of the top of the additional volume
fmsl
AUG 18 20'0
BY:_--- _
Form SW401-Wet Detention Basin-Rev.e-4/18112 Pans I. 811, Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
ILA DESIGN!IN FORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A.-.
Area, bottom of 1 Oft vegetated shelf, A._.
Area, sediment cleanout, top elevation (bottom of pond), Awt �
Volumes
Volume, temporary pool
Volume, permanent pool, Vr,, .
Volume, forebay (sum of forebays if more than one forabay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21b)
Volume, permanent pool, V._P,
Area provided, permanent pool, A._p,
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A._,,
Area, bottom of 10ft vegetated shelf, Aw, ,,,
Area, sediment deanout, top elevation (bottom of pond), A,.,
18,871 flz
13,015 ft2
6.96 (unitless)
14,457 ftz OK
10,105 ft2
6,235 ft
19,868 ft3 OK
46,587 ft3
9,667 ft3
20.8% % OK
90 %
Y (Y or N)
N (Y or N)
6.96 (unitless)
N (Y or N)
46,587 fit?
14,457 ft
If
It
Y (Y or N)
14,457 ftz
10,105 ft2
6,235 ft2
Need 3 If min.
"Depth" (distance b/w bottom of 1011 shelf and top of sediment) 5.00 it
Average depth calculated 4.47 It OK
Average depth used in SAIDA, dr, (Round to down to nearest 0.5ft) 4.5ft OK
Drawdown Calculations
Drawdown through odfce?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drwdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of towpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
2.00 in
in
0.60 (unitless)
0.38 It
(Y or N)
(unitless)
(unitless)
It
ft
0.13 ft3/sec
0.56 ft3lsec
0.07 fl3lsec
3.54 days
3 :1
OK, draws down in 2-5 days.
ECENVE
Y (Y or N) OK AM0 Z� j
1.51 OK
N (Y or N) OK BY:
-
Y (Y or N) OK
Y (Y or N) OK
'PUMP TO BE PROVIDED FOR EMERGENCY PUMPING
10 :1
10.0 It
6 :1
5.7:1
OK
OK
OK
OK
OK
Form SW401-Wet Detention Basin-Rev.9-411e/12
Parts I. 8 II. Design Summary, Page 2 of

Permit No.
(to be provided by DWQ)
III. REQUIRED'ITEMS CHECKLIST' -
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initi s
Sheet No.
S
1. Plans (1"- 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin
l/tit _�W e �5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verity volume provided.
SCJ 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
� � Jp( entire drainage area is stabilized.
7r r r^�`"'' 7. The supporting calculations.
Y � VAl~eopyyCoof the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
Ski soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.94/18/12
AUG 18 201.3
1
Part If. Mukad4temscttuc w at�ge 1 of 1

State Stormwater Management Systems
Permit No. SW8 040205
Mike Toler Chrysler Dodge Jeep Rem
Stormwater Permit No, SW8 040205 Mod.
Carteret County
Designer's Certification (Puv kt&I
I, �) Y \ L V b «�w.�, as a duly registered V y�&& - v in the
State of North Carolina, having beauthorized to observe (pe&dic�lly/weekly/full time) the
construction of the project,
V ,¢.
(Project)
for Kn -% k u 1 01a r (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:
hAS sod I "4 1.9 w�d1ard Plad s
Signs
Regk
Date
r ii,%t vi e416tjas rt,,eI.(
SEAL
SEA[.
026887
®W a_
FEB 01 2TL2
BY:
Page 7 of 8

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State Stormwater Management Systems
Permit No. SW8 040205
Certification Requirements:
--- --Tire-drainage-area-to-the system-contains-approximately-the-permitted-aereage:
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
I3. All the built -upon area associated with the project Is graded such that the runoff
drains to the system.
_i4, The outlet/bypass structure elevations are per the approved plan.
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.
__V_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.
,713. 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-DEMLR Wilmington Regional Office
Carteret County Building Inspections
FEB 0 12022
Page 8 of 8