SW8040205_HISTORICAL FILE_20140725

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 UA020 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 O Xy O -1 2 5
YYYYMMDD

FMA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
July 25, 2014
Mr. Michal W. Toler, Member/Manager
TGW, LLC
5369 Highway 70 West
Morehead City, NC 28557
Subject: Stormwater Permit No. SW8 040205 Mod.
Mike Toler Chrysler Dodge Jeep Ram
High Density Stormwater Project
Carteret County
Dear Mr. Toler:
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 this permit now references DEMLR as the Division responsible for issuance
of the permit.
On July 10, 2014, the Wilmington Regional Office received a request to transfer the stormwater permit
to the new owner. The permit was transferred effective July 11, 2014. The Wilmington Regional Office
then received a complete modified Stormwater Management Permit Application for Mike Toler Chrysler
Dodge Jeep Ram on July 22, 2014. Staff review of the submitted plans and specifications has
determined that the modified project, as proposed, will comply with the Stormwater Regulations set
forth in Title 15A NCAC 2H.1000. We are forwarding the transferred and modified Permit No. SW8
040205 dated July 25, 2014, for the construction, operation and maintenance of the permitted built -
upon areas and BMP's associated with the subject project.
The modifications included in this permit are:
1. A complete redesign of the site and the pond.
2. An increase in the amount of built -upon area which constitutes a major modification under SL
2008-211, the coastal stormwater rules. The site has been redesigned.to meet the larger design
storm required by SL 2008-211.
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, which expired on February 13, 2014, shall now be effective from the date of
issuance until February 13, 2018, and the permittee shall be subject to the conditions and limitations
as specified therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), certification of the BMP's, procedures for changing
ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system, to certify the BMP's, to transfer
the permit, or to renew the permit, will result in future compliance problems.
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 040205
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
Carolina General Statutes, and must be filed with the OAH 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, or need additional information concerning this matter, please contact
Linda Lewis at [phone].
Sincerely,vj _
��
Tracy Da l, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:\WQ\Shared\Stormwater\Permits & Projects\2004\040205 HD\2014 07 permit 040205
cc: Ginger Turner, P.E., Stroud Engineering
Carteret County Building Inspections
Wilmington Regional Office Stormwater File
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 040205
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
TGW, LLC
Mike Toler Chrysler Dodge Jeep Ram
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 "stormwaterrules') 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 February 13, 2018, 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 in Section 1.6 of this permit. The proposed wet detention pond has been
designed to handle the runoff from 158,585 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. There is no allocation for
future built -upon area.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 040205
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
Fe
Fe
4.29
187,000
0
2. Total Impervious Surfaces
F
158,585
a On -site
Ft
158,585
b Existing
Ft
0
c Future
FF
0
d Other
Ft4
0
e Offsite
Ftz
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
Ft
14,477
8. Permitted Storage Volume
Ftj
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
20.82
13. ControllingOrifice
0 Inches
2.0
14. Orifice flow rate
Cfs
.06
15. Permanent Pool Volume
Ft
46,592
16. Permitted Foreba Volume
Ft
9,670
17. Max. Fountain HP
HP
V6
18. ReceivingStream
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 4 of 8

State Stormwater Management Systems
Permit No. SW8 040205
Decorative spray fountains will be allowed in the permitted stormwater treatment system,
subject to the following criteria:
a. The fountain draws its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in the permitted pond is 1/6
horsepower.
8. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
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 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, changes in the grading,
repositioning of the built -upon areas, etc.
b. Redesign of or addition to the approved amount of built -upon area or to the
permitted drainage area.
C. Further subdivision or sale of all or part of the permitted project area.
d. Additions to the permitted project area.
e. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
f. Construction of any future BUA accounted for on the permit application.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. 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.
13. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval
by the Director. The permittee shall submit a completed and signed Name/Ownership
Change Form, accompanied by the supporting documentation as listed on the form, to
the Division of Energy, Mineral and Land Resources at least 60 days prior to any one or
more of the following events:
a. An ownership change including the sale or conveyance of the project area in whole
or in part;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 040205
2. Any individual or entity found to be in noncompliance with the terms and conditions of
this permit or the requirements of the stormwater rules is subject to enforcement
procedures in accordance with G.S. 143, Article 21.
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 or fail to meet the permit
requirements, 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.
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 submit a permit renewal application to the Director at least 180 days
prior to the expiration date of this permit. The renewal request must include the
completed renewal application, fee and all supporting documents.
Permit modified and reissued this the 25t" day of July 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'— „-Y
Division of -Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 040205
Mike Toler Chrysler Dodge Jeep Ram
Stormwater Permit No. SW8 040205 Mod.
Carteret County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
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.
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-DEMLR Wilmington Regional Office
Carteret County Building Inspections
Page 8 of 8

DEMLR USE ONLY
Fee Paid
Permit Number
—ZU
°O �t <v SLv r? 040
HApplicable Coastal SW —1995
Coastal SW — 2005 ❑ Ph II - Post Construction
N0n-Coastal SW- HQW/ORW Waters ❑Universal Stormwater Management Plar}
Other WQ M in Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERNTr APPLICATION FORM
This form maybe photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Mike Toler Chrysler Dodge jeep Ram
2. Location of Project (street address):
5340 and 5630 Highway 70W
City:Morehead City County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
From the intersection of Hwy 70 and Hwy 24 take Hwy 70 West approximately 2 miles. Protect located on
the right at the comer of Hwy 70W and Murdoch Road
4. Latitude:34' 44' 35" N Longitude:76* 46' 19" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification[
tRenemals unth modifications also requires SWU-102 — Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 040205 Mod , its issue date (if known) 08/14/2012 and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* 'provide a designer's
certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DEMLR
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required statetrffL is cacLbe.
obtained by contacting the Customer Service Center at 1-877-623-6748): r, E I V E
❑LAMA Major ®Sedimentation/Erosion Control: ac of Di%i tbeli tT814
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, 1%ject/=i=t -ber,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No [--]yes
If yes, see S.L. 2012-200, Part Vl: http //­portal.ncdenr.org/web/Ir/­rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I of 6

M. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: TGW LLC
Signing Official & Title: Michael Wayne Toler Member Manager
b.Contact information for person listed in item la above:
Street Address: 5369 Highway 70 West
City: Morehead City State:NC Zip:28557
Mailing Address (if applicable): 5369 Highway 70 West
City: Morehead City State:NC Zip:28557
Phone: (252 ) 247-2003 Fax:
Email: mike©miketoler.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
Phone:
State: Zip:
State:
Fax: ( �-
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Per
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing
Phone:
Fax:
4. Local jurisdiction for building permits: Town of Morehead City
Point of Contact: Robert Davis Phone #: ( 252 ) 726-6848
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
JUL 2 2 2014

IV: PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet detention pond
2. a. if claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 6.837 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
6.837 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures,
the area between the banks of streams and rivers, the area below the Normal High Water (NHW) line or
Mean High Water (MHW) line, and coastal wetlands landward front the NHW (or MHW) line. The
resultant project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands
landward of the NHW (or MHW) line may be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 53.25 %
9. How many drainage areas does the project have?l (Forhigh density, count 1 for each proposed engineered
stormwaterBMP. Forlow densityand otherprojects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
nrnvirlafi in the same format as below.
Basin Information
Dra na a Area 1
Drainage Area _
Drainage Area _
Draina a Area
Receiving Stream Name
Stream Class *
Hull Swamp
C
Stream Index Number *
21-15
Total Drainage Area (sf)
187,000
On -site Drainage Area (sf)
187,000
Off -site Drainage Area (sf)
Proposed Impervious Area** (sf)
158,585
% Impervious Area'* (total)
84•8%
Impervious" rea
Draina a Area 1
Draina e AreaDraina
a Area
Draina a AreaOn-site
Bu(sf)
23,140On-site
StrOn-site
Pa132,405On-site
Sid3,040Other
on-s
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (so:
158,585
' Stream Class and Index Number can be determined at.
httD'//Portal ncdenr orQ/web/wq/ps/csu/classifications
"* 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 Oct. 31, 2013 Page 3 of 6

***Report only that amount of existing BUA that will remain after development. Do not report any existing
BUA that is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 01B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wqZwsZsu/bmR-manual.
VI. SUBMITTAL REQUEUMENLS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and Land
Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htlro / /portal ncdenr org/web/wq/ws/su/statesw/forms does. The complete application package should on he t
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttp://12ortal.ncdenr.org/webZwqZws/­su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink Download the latest versions for
each submitted application package from http //portal ncdenr org/web/wq/ws/su/statesw/forms dots.
T.,, ♦;�Ic
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http //www.envhelp.orgZ pages /onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/z mile of the site boundary, include the Yz
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounde
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal�(�
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. JUL
k. Existing contours, proposed contours, spot elevations, finished floor elevations.i4
I. Details of roads, drainage features, collection systems, and stormwater control m'Jasures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineate&b' a_
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
i
tip
E9VE`-
2 2 2014
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). f
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:1043/849 Page No: 461/185
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.usZCori2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from httl2�//­portal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed on the
forms available on the website, that the covenants will be binding on all parties and persons claiming under them,
that they will nm with the land, that the required covenants cannot be changed or deleted without concurrence
from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Ginger Y. Turner PE
Consulting Firm: Stroud Engineering, P.A.
Mailing Address: 107 B Commerce Street
City: Greenville
Phone: (252 ) 756-9352 ext 234
Email [e-mail]
State:NC Zip:27858
Fax: (252 ) 756-2345
DC. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name ofperson
listed in Contact Information. item la) with (print or type name of organization listed
in Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater systeml.q. EC E IVE
JUL 2 2 2014
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X- APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Michael Wayne Toler
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules andder/L415A 'NC- ACC 22H ..1'000 and any other applicable state stormwater requirements.
Signature: ��✓t_ /(,C�"U y- 10�/^ Date: , I � - J
I, a `Notaryy Public for the State of � C County of
do It certify that M I Chff I Y `U l I I Y K, 10 (ft personally appeared
before me this day of �iUl�, and ack wledge the d ecu 'on of the application for
a stormwater permit. Witness m hand and official seal, l)/11L�
Form SWU-101 Version Oct. 31, 2013
SEAL
My commission expires k I O
Page 6 of 6 BY:—

Permit No. S(A)a U 4Ow 5
(to ba provided by DWQ)
®m� O20p W A TF9OG
� r
NCDENR
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 HO must be printed filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
252-247-2003
Drainage area
187,000 fl'
Impervious area, post -development
158,585 e
%impervious
84.80 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
19,051 rya
Volume provided 19,873 fl1
Storage Volume: SA Waters
Michael
OK, volume provided is equal to or in excess of volume required.
1.5' runoff volume
N1
Pre -development 1-yr, 24-hr runoff
fts
Post -development 1-yr, 24-hr runoff
61
Minimum volume required
it,
Volume provided
It
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-fir rainfall depth
3.7 in
Rational C, pre -development
0.25 (unifless)
Rational C, post -development
0.84 (unifless)
Rainfall intensity: 1-yr, 24-hr storm
5.75 inmr OK
Pre -development 1-yr, 24-hr peak flow
6.17 flllsec
Post -development 1-yr, 24-hr peak flow
20.82 flllsec
Pre/Post 1-yr, 24-hr peak flow control
14.65 tt115ec
Elevations
Temporary pool elevation
18.65 fmsl
Permanent pool elevation
17.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
18.00 fmsl
Top of 1Off vegetated shelf elevation
18.00 frost
Bottom of 10ft vegetated shelf elevation
17.00 fmsl
Sediment deanout, top elevation (bottom of pond)
12.00 fmsl
Sediment cleanout, bottom elevation
11.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
N (Y or N)
Elevation of the tap of the additional volume
fmsl
JECEIVE
JUL 2 2 2014
Form SW401-Wet Detention Basin-Rev.9.4/18112 Parts 1.811. Design Summary, Page 1 of 2

Permit No.
(to be vided by DWQJ
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
18.871 ft'
Area REQUIRED, permanent pool
13,932 ft'
SA/DA ratio
7.45 (unitless)
Area PROVIDED, permanent pool, A...
14,477 ft' OK
Area, bottom of 10ft vegetated shelf, Awr wu
10,105 ft
Area, sediment cleanout, top elevation (bottom of pond), A..,
6,235 f'
Volumes
Volume, temporary pool
19,873 ft' OK
Volume, permanent pool, V,. ,i
46,592 ft3
Volume, forebay (sum of forebays if more than one forebay)
9,670 ft'
Forebay %of permanent pool volume
20.8% % OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
7.45 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp,,,,,,
46,592 ft'
Area provided, permanent pool, A..wa
14,477 ft
Average depth calculated
ft Need 3 ft min.
Average depth used in SAIDA, d.., (Round to nearest 0.51t)
it
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ar,,,,,
14,477 fit?
Area, bottom of 1Oft vegetated shelf, A,,_,,,
10,105 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ay., 6,235 it'
"Depth' (distance b/w bottom of 10ft shelf and top of sediment)
5.00 ft
Average depth calculated
4.47 it OK
Average depth used in SAIDA, d., (Round to down to nearest 0.5ft)
4.0 ft Insufficient. Check calculation.
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Hj
0.38 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unitless)
Length of weir (L)
it
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
6.17 ft3fsec
Post -development 1-yr, 24-hr peak flow
20.82 ft3/sec
Storage volume discharge rate (through discharge orifice or weir)
5.44 ft3/sec
Storage volume drawdown time
3.39 days OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
6 :1
OK
Length to width ratio
5.7 :1
OK
Trash rack for overflow 8 onfice?
Y (Y or N)
OK
Freeboard provided
1.5 If
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage'easement provided?
Y (Y or N)
OK
Captures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
PUMP TO BE PROVIDED FOR E
Farts SW401-Wer Detention Basin-Re¢9-4/18112 Parts 1. 8 II. Design Summary, Papa 2 or 2

Permit No.
no be rovided by DWO)
Area, temporary pool
18,871 ft'
Area REQUIRED, permanent pool
13,932 ftz
SAIDA ratio
7.45 (uniftess)
Area PROVIDED, permanent pool, Ap,,,,.
14,477 ft OK
Area, bottom of 10ft vegetated shelf, A,,,,,n
10,105 ft'
Area, sediment cleanout, top elevation (bottom of pond), Awj j„
6,235 itt
Volumes
Volume, temporary pool
19,873 ft'
OK
Volume, permanent pool, V..-, i
46,592 ft'
Volume, forebay (sum of forebays if more than one forebay)
9,670 ft'
Forebay % of permanent pool volume
20.8% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio -
7.45 limitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp,,,-y,,,
46,592 ft'
Area provided, permanent pool, A.,,,a
14,477 ft'
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A.,,,,
14,477 ft'
Area, bottom of 1 Oft vegetated shelf, Au. ,,
10,105 ft'
Area, sediment cleanoul, top elevation (bottom of pond), Ar„� w
6,235 ft'
"Depth" (distance b/w bottom of 10ft shelf and top of sediment)
5.00 ft
Average depth calculated
4.47ft
OK
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft)
4.0 R
Insufficient. Check calculation.
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head(H.)
0.38 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
6.17 ft'/sec
Post -development 1-yr, 24-hr peak flow
20.82 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
5.44 ft'/sec
Storage volume drawdown time
3.39 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of Bowpath to width ratio
6 :1
OK
Length to width ratio
5.7 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.5 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate buildcut?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
PUMP TO BE PROVIDED FOR EMERGENCY PUMPING
Fonn S W401-Wet Detenbon Basin-Rev.94118/12 Parts I. & II. Design Summary. Page 2 of 2

Permit No.—<5/?80¢OZOS
(to be provided by DWO)
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
nitials
Sheet No.
1. Plans (1' - 50' or larger) of the entire site showing:
Z
- Design at ultimate build -out,
- Off -site drainage (f 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
> 5
- Boundaries of drainage easement.
2. Partial plan (10 = 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.
CIULL
"77--
1� rV n
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.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
A
6. A construction sequence that shows how the wet detention basin wig be protected from sediment until the
entire drainage area is stabilized.
7. The
supporting calculations.
nn
A
i
&. A copy of the signed and notarized operation and maintenance (0&M) agreement
m
9. A copy of the deed restrictions (if required).
QN
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information. E C E I V E
JUL 10 2014
BY:
Form SW401-Wet Detention Basin-Rev.9-41/18l12 Part III. Required Items Checklist, Page 1 of 1

State of North Carolina 1(�a5SLa
Department of Environment and Natural Resources �( It 1Q'
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number:
2. Project Name: Mike Toler Chrysler Dod
SW8 040205
Ram
3. Current Permit Holder's Company Name/Organization: M & N Enterprises, LLC
4. Signing Official's Name: David Ray Murdoch, Jr. Title: Manager
5. Mailing Address
City: Newport
6. Phone: 252
123 Nine J Drive
Fax: ()
NC Zip: 28570
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
x❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: TGW, LLC
2. Proposed permittee's signing official's name: Michael Wayne Toler
3. Proposed permittee's title: Member Manager
4. Mailing Address: 5369 Highway 70 West
City: Morehead City State: NC Zip:
Phone: 2( 52 ) 247-2003 Fax:( )
5. New Project Name to be placed on permit:
28557
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
F The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4) E C 1E SVE
JUL 10 2014
BY:
SSW N/O Change Rev24Sept2012 Page 1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership..
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete. '
❑x Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, David Ray Murdoch the current permittee, a i �t 'cation
for a transfer of ownership for permit # SW8 040205 I he
n i D Q o the sa r
other legal transfer of the stormwater system associated with this permit. aq%JbrgvAd_ fa y of
the most recent permit, the designer's certification for each BMP, any re ded deer restrict s,
covenants, or easements, the DWQ approved plans and/or approved as- ' t plans; the app ved
operation and maintenance agreement, past maintenance records, and the fnos recent
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature: fd�� e�it,�� Date:
a Notary Public for the State of
County'df do hereby certify that
"Ux C ersonally appeared�f "1w, F �j,NJ. he
••9
d�
f 20� ay and acknowle 9a yQO%Aron of the
—CY\ =al, f (NQtazy Sealy
1
�'''•'OUBUG :``
'• ..... 3
b..l�T COV ..•
SSW N/O Change Rev24Sept2012 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
1, Michael Wayne Toler, Member Manager , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system.
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
Bthe most recent permit
x the designer's certification for each BMP
any recorded deed restrictions, covenants, or easements
Fx� the DWQ approved plans and/or approved as -built plans
N'n 0 the approved operation and maintenance agreement
past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
f have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Signature: �i4 u.�i ��� Date: 7 7
1, ` eephugle a Notary Public for the State of
NDY �h C(11JU1 l� County of iaYIrrr - do hereby certify that
fftoloe I VY60ty, ToIrr personally appeared before me this the
�h day of 20, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
jaowiu,f�� (Notary Seal)
NotW Sig ture
. y
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
ECEIVEIN
1 JUL 10 2014
BY:
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI. 'PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City:
Mailing Address:
City:
Phone:
Email:
(if different from street
State:
Fax:
Zip:
Zip:
I certify that I own the property identified in this pe)Knit transfer document and have given permission
to the Proposed Permittee listed in Sections II and to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indic tes the party responsible for the construction
and/or operation and maintenance of the stormwater qystem, has been provided with the submittal.
As the legal property owner I acknowledge, un s nd, nd agree by my signature below, that I will
appear as a permittee along with the lessee/de el er an I will therefore share responsibility for
compliance with the DWQ Stormwater permit. a prop! ty owner, it is my responsibility to notify
DWQ by submitting a completed Name/Own sh Change rm within 30 days of procuring a
developer, lessee or purchaser for the prope y. I understand Nat failure to operate and maintain the
stormwater treatment facility in accordance ith the permit is a Xiolation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement a tion including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-21 .6.
Signature of the property owner
, County of
0
personally appeared
Date:
blic for the State of
do hereby certify that
me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
ECCIVE
JUL 10 2014
BY:
SSW N/O Change Rev24Sept2012 Page 4 of 4

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
397
07.28 15:34
e 912527562345
9
07.28 15:34
07.28 15:36
9
OK
TIME
FAX NO.1
NAME
—SUCCESSFUL TX NOTICE'
9ww of xortn ca.ouo.
nePertmant o(Hn vlrovmevt vvA xaturat Rrourear
Wllminatvv RwB;Inoal.OMce
07-28-2014 15:36
Pel McOory, Gvvaravr BAX COVER Si�ET
John SSRsmdnlO, 9ee.atvey
Data �/Z 8/� �
Fax: ice-- X�/� — 75� ✓— Z3 S��J'�
NO. Pallas (excl. cover):
C•n�c: /c,n,��crt3 D4
��`GJS OS�ozoS
s /�'> - -z` '�G� "fs i�-/J-fi's/+/� cif„+
cc% O<✓� � �S fi � '.�
l27 CmJln el O„Ivn Halen�lnn, Wnmingta,n. NC 28903 � (9(Oj 796--12f 1 � M [iqunl Oppo�U�nlly AilirmWve Aotlon Pir,DlMer

Pat McCrory, Governor
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional•Office
FAX COVER SHEET John E Skvarla III, Secretary
Date: -171z ?// /
To:
Co:
Fax:
Re: /✓� �� ��/P
�l,J iY 6 / DZD j
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
/�7 /l?o"Oi icy .'o.c/ Q7�r �!✓� r /s 14
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

TO
STROUD ENGINEERING, P.A.
Nestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY NC 28557
[phone]
�CDEN R
12�Mv irnI by'iye'F_x4Pnsion
IN I I m rtYli n. N(` a y05
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover
>
❑ Shop drawings
❑ Copy of letter
❑ Prints �� ❑ Plans
❑ Change order ❑
LETTER OF TRANSMITTAL
. •
1.n
►l • ♦ r
the following items:
❑ Samples ❑ Specifications
COPIES
,DATE
NO.
_
DESCRIPTION
-
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted ❑ Resubmit copies for approval
❑ Approved as noted
❑ Returned for corrections
❑ For review and comment ❑
❑ FORBIDS DUE
REMARKS
COPY TO
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED:
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
[phone]
TO
121 CAyZUr,-oJ Dv-'E ` -
V\/i ` vv) vta�iNl , 7QC 2 406-
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints
❑ Change order
1-1
❑ Plans
DATE -7 U I I
! NO' • 1 r 5^ VX r TVi Al
Ir�1 ✓�
ATTENTION '^
I \
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
{
OV160
VWill t c- CON SVVU-101
Cal CA-4,
l
Co�.r,✓
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
or review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
It
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: `
If enclosures are not as noted, kindly notify us at on

_ r ,
( " `_ � I \ I � .It')_J,r r'\/� � r• ', l iJ�'.J,J. �11.
t

s STROUD ENGINEERING , P.A.
CONSIATM BAMMM
10r S 001M+EWE STREET
aR[aIVLLI.E, NORTTI caRalra zreee
_ (a52i iee4is52
July 18, 2014
Ms. Linda Lewis
NCDENR p �
127 Cardinal Drive Ext ECEI Ar E
Wilmington, NC 28405
JUL 2 2 2014
Subject: Response to Request for Additional Information
Stormwater Project No. SWS O40205 Mod,_„...____..BF X6
- — - _ -
Mike Toler Chrysler Dodge Jeep Ram
Carteret County
Ms. Lewis,
We received the request for additional information and have addressed the following as such:
1. You are using an outdated application form SWU-101. Please visit the Division's website and
download the most recent version, dated October 31, 2013,
The latest SWU-101 application has been completed and is included in this
submittal.
2. Please check the stage/storage table provided in the calculations for the Temporary Pool
Volume. The surface areas used in that table are much larger than the surface areas reported on
the supplement at those same elevations, resulting in a falsely large provided volume.
The stage/storage table has been reviewed and reflect the size of the pond and are
included on the supplement as such.
3. There is not enough volume provided at the temporary pool elevation of 18:55. Please check
and revise as needed.
The storage volume at elevation 18.55 has been reviewed and has been raised to
18.65 resulting in a volume of 19,873 W.
4. The calculations appear to base the average head for determining the orifice size on a
temporary storage elevation of 18.50. Please revise the average head and orifice calculation to
use the reported temporary pool elevation of 18.55.
Since the storage volume elevation was raised to 18.65 as noted in item 3 above
this elevation has been used to determine average head and orifice sizing, which
remained as previously proposed.
5. Please set the invert of the orifice at the permanent pool elevation. The outlet structure details
currently show the permanent pool elevation at the mid4ine of the 4"PVC tee.
The invert of the orifice pipe has been modified to be installed at the permanent
pool elevation. Please see the revised sheet 5 attached.
107 COMMERCE ST. im-0CM -W DRIVE HESTFM KMTWO
SUITE S WIIAONGTON, NC 29403 157d1 MAIM.N 7!%67
EAD
Gl LE NC 27868 (910) 9150775 YDiElM C M
(zszl a47-7aa9

Page 2
PM1558-8
6. Please check the average depth. Using the surface areas provided in the calculations, the
average depth is only 4.5'. This is not a problem as there is more than enough surface area
provided to meet the minimum SAIDA for a 4.5' average depth. Please revise the calculations
and supplement accordingly.
The average depth has been reviewed and determined to be 4.47. The calculations
and supplement have been revised to reflect a 4.0' depth pond at 85% Impervious
providing a SAMA of 7.45.
7. Are there any blue line surface waters within 50' of this project? If so, please delineate the
surface water boundary (MHW, normal pool, top of bank) and delineate the 50' surface water
buffer.
No blue line surface waters are within 50' of the project.
B. The October 31, 2013 version of the application form includes a question regarding the
proximity of the project to nearby public airports in an effort to reduce the potential for bird strike
hazards. If the project is within 5 statute miles of a public airport, the Division cannot require the
use of a BMP with a permanent pool of water. A copy of the permit will be forwarded to the
airport's director who may elect to adjudicate the permit if the applicant has chosen to use a BMP
with a permanent pool of water.
No public airports within 5 miles of this project.
Please contact me if you have any additional questions or comments.
Sincerely, �p�`•PtI4 PA/'00%
PpFES,9,'%
=Q ti:
Ginger Turner, PE Seq M.
36970
'�'4Z9 Y TOO to

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, July 17, 2014 3:28 PM
To: 'Ginger Turner'
Subject: RE: Mike Toler Addinfo Comments SW8 040205
Yes- since the previously approved pond is not being modified, and the project is being completely redesigned, the pond
now has to meet the current rules. So, yes, the orifice flow rate cannot exceed the predevelopment 1 year 24 hour
storm flowrate.
I find a margarita (or 21) most helpful for my mental problems.
Linda
From: Ginger Turner [mailto:gturnerCalstroudengineer.com]
Sent: Thursday, July 17, 2014 3:10 PM
To: Lewis,Linda
Subject: RE: Mike Toler Addinfo Comments SW8 040205
Quick question. I was looking over the supplement and realized that the section on Peak Flow was completed. Is this
required for this project? I seem to be having one of those mental lapse days!
From: Lewis,Linda [mailto:linda.lewisCalncdenr.gov]
Sent: Thursday, July 17, 2014 10:32 AM
To: Ginger Turner
Cc: mike(c)miketoler.com
Subject: Mike Toler Addinfo Comments SW8 040205
Ginger:
Please see the attached letter requesting additional information for the subject project.
Thanks,
Linda

July 17, 2014
Michael W. Toler, Member/Manager
TGW, LLC
5369 Highway 70 West
Morehead City, NC 28557
Subject: Request for Additional Information
Stormwater Project No. SW8 040205 Mod.
Mike Toler Chrysler Dodge Jeep Ram
Carteret County
Dear Mr. Toler:
The Wilmington Regional Office received and accepted an Express modified State Stormwater
Management Permit for Mike Toler Chrysler Dodge Jeep Ram on July 10, 2014. A preliminary
in-depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. You are using an outdated application form SWU-101. Please visit the Division's
website and download the most recent version, dated October 31, 2013.
2. Please check the stage/storage table provided in the calculations for the
Temporary Pool Volume. The surface areas used in that table are much larger
than the surface areas reported on the supplement at those same elevations,
resulting in a falsely large provided volume.
3. There is not enough volume provided at the temporary pool elevation of 18.55.
Please check and revise as needed.
4. The calculations appear to base the average head for determining the orifice size
on a temporary storage elevation of 18.50. Please revise the average head and
orifice calculation to use the reported temporary pool elevation of 18.55.
5. Please set the invert of the orifice at the permanent pool elevation. The outlet
structure details currently show the permanent pool elevation at the mid -line of
the 4" PVC tee.
6. Please check the average depth. Using the surface areas provided in the
calculations, the average depth is only 4.5'. This is not a problem as there is
more than enough surface area provided to meet the minimum SA/DA for a 4.5'
average depth. Please revise the calculations and supplement accordingly.
7. Are there any blue line surface waters within 50' of this project? If so, please
delineate the surface water boundary (MHW, normal pool, top of bank) and
delineate the 50' surface water buffer.
8. The October 31, 2013 version of the application form includes a question
regarding the proximity of the project to nearby public airports in an effort to
reduce the potential for bird strike hazards. If the project is within 5 statute miles
of a public airport, the Division cannot require the use of a BMP with a permanent
pool of water. A copy of the permit will be forwarded to the airport's director who
may elect to adjudicate the permit if the applicant has chosen to use a BMP with
a permanent pool of water.

Mr. Toler
July 17, 2014
Stormwater Application No. SW8 040205 Mod.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Please note that this request for additional information is in response to an Express preliminary
review. The requested information should be received in this Office prior to July 24, 2014, or
the application will be returned as incomplete. The return of a project will necessitate
resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at linda.lewis(a)ncdenr.gov.
Sincerely,
Linda Lewis
Environmental Engineer III
GDSlarl: G:1WQ1Shared\StonnwateAPermits & Projects1200A040205 HD12014 07 addinfo 040205
cc: Ginger Turner, P.E., Stroud Engineering — via email
Wilmington Regional Office Stormwater File
Page 2 of 2

North Carolina Secretary of State
Page I of I
North Car9w
Elaine F. Marshall DEPARTMENT or1rHE
a ti� Sec►+etary SECRETARYO STATE
PO Box24822 Ralefgt NO2762d M (919)60174MI0
Account Login Register
Date: 7/17/2014
Click here to:
View Document Filings I File an Annual Report I
�jJ. Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report I
Corporation Names
Name Name Type
NC TGW, LLC LEGAL
Limited Liability Company Information
SOSID:
1253155
Status:
Current -Active
Effective Date:
4/4/2012
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
WAGAMAN, K. DEAN
Office Address:
5369 HIGHWAY 70 WEST
MOREHEAD CITY NC 28557-4509
Mailing Address:
5369 HIGHWAY 70 WEST
MOREHEAD CITY NC 285574509
Principal Office
Office Address:
5369 HIGHWAY 70 WEST
MOREHEAD CITY NC 285574509
Mailing Address:
5369 HIGHWAY 70 WEST
MOREHEAD CITY NC 28557-4509
Officers/Company Officials
Title:
MANAGER
Name:
JOHN W GAINEY III
Business Address:
P.O. BOX 1198
MOREHEAD CITY NC 28557
Title: MANAGER
Name: K DEAN WAGAMAN
Business Address: 5369 HWY 70W
MOREHEAD CITY NC 28557
Title: MANAGER
Name: MICHAEL W TOLER
Business Address: 5069 HIGHWAY 70W
MOREHEAD CITY NC 28557
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3617
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9972542 7/17/2014

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: TGW, LLC
REPORT FOR THE YEAR: 2014
SECRETARY OF STATE L.L.C. ID NUMBER: 1253155
NATURE OF BUSINESS: Real Estate Rental
REGISTERED AGENT: WAGAMAN, K. DEAN
REGISTERED OFFICE MAILING ADDRESS: 5369 Highway 70 West
E-Filed Annual Report
9972542
Do not data enter manually.
STATE OF INCORPORATION: NC
Morehead City, NC 28557-4509
REGISTERED OFFICE STREET ADDRESS: 5369 Highway 70 West
Morehead City, NC 28557-4509 Carteret County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 5369 Highway 70 West
Morehead City, NC 28557-4509
PRINCIPAL OFFICE STREET ADDRESS: 5369 Highway 70 West
Morehead City, NC 28557-4509
Company Officials:
Name: John W Gainey IN Name: K Dean Wagaman Name: Michael W Toler
71t1e: Manager line: Manager 7111e: Manager
Address: Address: Address:
P.O. Box 1198 5369 Hwy 70W 5069 Highway 70W
Morehead City NC 28557 Morehead City, NC 28557 Morehead City, NC 28557
CERTIFICATION OF ANNUAL REPORT MAST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
John W Gainey III
FORM MUST BE SIGNED BY A
John W Gainey III
1/31/2014
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

STROUD ENGINEERING, P.A.
Hestron Plaza Two
r 151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
i'To K1CbI!5I\J1'L
C
s
J
BY, &A.'904 005 cc
WE ARE SENDING YOU ❑ Attached
❑ I
n separatf r via
>
❑ Shop drawings ❑
Prints \ ❑ Plans
❑ Copy of letter ❑
Change order ❑ _
i
I
TRANSMITTALLETTER OF
DATE JOB NO?�'�rr�-�
ATTENTION L� (\6n l_J�AA )1 S 1 .•✓✓JJyy�A��//CCYY1l
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
.1 �wdnlltlp7=
/THESE ARE TRANSMITTED as checked below:
)I For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

Oros 0 g JUL

Reviewer
North Carolina Department of Environment and
Submit:
Natural Resources _
NCDENR Request for Express Permit Review Time: _
Confirm:
FILL-lN all the information below and CHECK the Permft(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF File) and vicinity map (same items expected in the application
ap cka2e of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson828-296-4698,alison.davidsonC�ncdenroov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeOncdenr.pov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrick rLropanoncdenroov
• Washington Region -Lyn Hardison 252-948-3842 orlyn.hardisonencdenroov
• Wilmington Region -Cameron Weaver 910-796-7303orCameron .weaveroncdenr.pov
NOTE.• Project application received after 12 noon will be stamped in the following work day.
Project Name: MIKE TOLER CHRYSLER DODGE JEEP RAM County: CARTERET
Applicant: MICHAEL W. TOLER Company: TGW, LLC
Address: 5639 HIGHWAY 70 WEST City: MOREHEAD CITY, Slate: NC Zip: 28557-
Phone: [phone], Fax: _ _-_, Email: [e-mail]
Physical Locatiom5340 AND 5360 HWY 70W MOREHEAD CITY NC 28557
SW 8040205
SW _
SW _
NPDES _
NPDES _
Wo _
WQ _
E&S CARTE-2013-002
E&S _
Other
Project Drains into HULL SWAMP waters — Water classification C (for classification see- http://portal.ncdenr.org/web/wa/ps/csu/classifications)
Project Located in WHITE River Basin. Is project draining to class ORW waters? N, within %mile and draining to class SA waters Y/N or within 1 mile and
draining to class HOW waters? N
Engineer/Consultant: GINGERY. TURNER, PE Company: STROUD ENGINEERING, P.A.
Address: 107-B COMMERCE STREET City: GREENVILLE, State: NC Zip: 27858-_
Phone: [phone]. Fax: [phone], Email: tg [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$_ #_JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 11 Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ fi Treatment Systems ElHigh Density —SW Wetlands —if Treatment Systems
❑ High Density -Other —if Treatment Systems /® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8040205 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both Scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
For DENR use
Fee Split for multiple permits: (Check ,F )
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑Min)
$
SW (❑ HD, ❑ LID ❑ Gen)
$
401:
$
[Qs
$
Stream Deter—
$
NCDENR EXPRESS January 2014

ARTICLES OF ORGANIZATION
OF
TGW, LLC
9V91V: -100"o
Date Filed: 4/4/2012 3:56:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201209300241
ECEI V E
JUL 10 2014
BY:,A) FO PZ05
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a Limited Liability
Company.
ARTICLE I
The name of the Limited Liability Company is TGW, LLC.
ARTICLE II
The duration of the Limited Liability Company shall be perpetual.
ARTICLE III
The name and address of each organizer executing these Articles of Organization
is as follows:
M. Douglas Goines
Carteret County
911 Arendell Street
Morehead City, NC 28557
ARTICLE IV
The street and mailing address and county of the initial registered office of the Limited
Liability Company is:
5369 Highway 70 West
Morehead City, NC 28557
Carteret County
ARTICLE V
The name of the initial registered agent is:
K. Dean Wagaman

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I.
Narrative
Mike Toler Chrysler Dodge Jeep Ram
June 24, 2014 E C 1E I V E
JUL 1 p 2014
Permittee: /
BY: KU IOZUS /(%d
TGW, LLC
Michael Wayne Toler, Manager -Member
Address: 0, 0,e..( ....... 1"
5369 Highway 70 West �-a •�F@SS�0• .:�y9
[phone] QQ
SEAL
Engineer.
36970
Stroud Engineering, P.A. y ,FyG1N��P;• Q.��•`
107 B Commerce Street 4• '••••••"� �� •`
Greenville, NC 27858
[phone]
License Number: C-0647
General Information
Mike Toler Chrysler Dodge Jeep Ram, formerly Fred's Beds, is located at 5340 and 5360
US Highway 70 Morehead City, Carteret County. The project is proposed on a 6.8 acre
tract. The site was permitted for a modification (SW8 040205) in 2012 to construct an
automobile dealership.
The previously approved high density plan allowed for the construction of a,
commercial building and associated parking and drives for an automobile dealership. The
plan being submitted is modifying the footprint of the building, adding additional parking
and modifying the pond to include retained side slopes.
II. Stormwater Information
The project is located within the White Oak River basin and currently drains northerly
to Hull Swamp, Class C, 21-15, a tributary of the Newport River. This project is being
submitted as a high density commercial project under the current Coastal Stormwater
Rules modifying the permit from 2004. Stormwater will be treated by a wet detention
pond to 90% TSS.

Calculations
Mike Toler Chrysler Dodge Jeep Ram
June 23, 2014
Revision: July 17, 2014
Pennittee:
TGW, LLC
Michael Wayne Toler, Manager -Member
5369 Highway 70 West
Morehead City, NC 28557
[phone]
�•••`�•.......
Z�QOFESS/p�9�'y'�.
'¢ SEAL �•
S
36970
,total WW%
1 Pam.
Engineer.
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
[phone] Ext. 233
License Number: C-0647
PE #36970
ECF7fVE .
JUL 222014
-7/f-7 %14
Date

PM1558-8 ,
Mike Toler Chrysler Dodge Jeep Ram
MIKE TOLER CHRYSLER DODGE JEEP RAM
Stormwater Detention Pond Design
Tract Acreage
320939.4393
SF
Drainage Area =
187,000
SF
Drainage to C Waters =
1.5
INCH
Existing Impervious to Remain=
0
SF
Proposed Impervious Area
Buildings =
23140
SF
Drive/Parking =
132405
SF
Sidewalks =
3040
SF
Total=
158585
SF
% Impervious =
Design % Impervious =
Total Proposed Impervious =
Use 4.5' deep pond with 90%TSS removal
(see SA/DA chart)
SA/DA =
Minimum Required Permanent Pool Surface Area
Minimum Req'd SA @ Permanent Pool =
SA Provided =
lyr-24hr Precipitation =
lyr-24hr Intensity =
Rv =
Minimum Required Storage Volume
Volume 1-1/2" rain event =
Volume Provided =
84.80%
85.00% (USE FOR DESIGN)
158585 SF
7.45%
13932 SF
14477 SF
3.67 IN
5.75 IN/SEC
0.815
19051 CF
19873 CF
SAprgp = (SA/DA)(DRAINAGE AREA)
Page 1

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
2-5 Day Orifice Sizine
Required Volume to Store =
Permanent Pool Elevation =
1-1/2" Storage Elevation=
lyr-24hr Orifice Elevation =
Elevation Head (Ho) _
Q. (2-day flowrate) _
Qs (5-day flowrate) _
A=0/(Ca(2gHo)"'
use 2" diameter orifice
19051
17.50
18.65
18.65 (next outlet above required 2-5 day orifice)
0.383 FT (based on 1/3 per BMP Manual)
0.110 CFS
0.044 US
A2-DAY= 0.0370 FT' 5.33 IN
Diameter= 2.601N
A5-DAY = 0.0148 FT2 2.13 IN
Diameter= 1.651N
Area 2" _
Q (2" flowrate) _
Approximate Time=
3.14 IN
0.0650 US
3.39 DAYS
0.0218 FT'
Page 2

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
010 FLOWS
DRAINAGE AREA #
DRAINAGE AREA (SF)
DRAINAGE AREA (AC)
C
INTENSITY, (IN/HR)
Qjo(CFS)
1
8392
0.193
0.98
8.81
1.663
2
9644
0.221
0.98
8.81
1.911
3
5689
0.131
0.98
8.81
1.128
4
16689
0.383
0.98
8.81
3.308
5
6067
0.139
0.98
8.81
1.203
6
11637
0.267
0.98
8.81
2.307
7
9344
0.215
0.98
8.81
1.852
8
7664
0.176
0.98
8.81
1.519
9
13482
0.310
0.98
8.81
2.672
10
5987
0.137
0.98
8.81
1.187
11
4715
0.108
0.98
8.81
0.935
12
7447
0.171
0.98
8.81
1.476
13
11428
0.262
0.98
8.81
2.265
14
1090
0.025
0.98
8.81
0.216
15
5437
0.125
0.98
8.81
1.078
16(INCLUDES BLDG)
30793
0.707
0.98
1 8.81
6.103
PIPE FLOWS
PIPE#
DRAINAGE AREA#
DRAINAGE AREA( SF)
DRAINAGE AREA (AC)
C
INTENSITY10(IN/HR)
Qjo(CFS)
1
3
5689
0.13
0.98
8.81
1.128
2
4
16689
0.38
0.98
8.81
3.308
3
3+4+5
28445
0.65
0.98
8.81
5.638
4 .
6
11637
0.27
0.98
8.81
2.307
5
3+4+5+6
40082
0.92
0.98
8.81
7.944
6
7
9344
0.21
0.98
8.81
1.852
7
3+4+5+6+7
49426
1.13
0.98
8.81
9.796
8
3+4+5+6+7+8
57090
1.31
0.98
8.81
11.316
9
1
8392
0.19
0.98
8.81
1.663
10
1+2
18036
0.41
0.98
8.81
3.575
11
1+2+9
31518
0.72
0.98
8.81
6.247
12
10
5987
0.14
0.98
8.81
1.187
13
12
7447
0.17
0.98
8.81
1.476
14
10+11
10702
0.25
0.98
8.81
2.121
15
10+11+12+13
29577
0.68
0.98
8.81
5.862
16
1+2+9+30+11+12+13+14
62185
1.43
0.98
8.81
12.325
17
1+2+9+10+11+12+13+14+15
67622
1.55
0.98
8.81
13.403
18
ALL DRAINAGE AREAS
155505
3.57
0.98
8.81
30.822
Page 3

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
PIPE CALCULATIONS
Label
Man Coefficient
Coefficient
Slope ft ft
P ( )
Depth ff
P ( )
Diameter
(in)
Discharge
(cfs)
Flow Area
(f')
Wetted
Perimeter
(fit)
Velocity
(ft�s)
Maximum
Discharge
(cfs)
PIPE 1
0.012
0.004
0.48
12
1.13
0.4
1.53
3.05
2.63
PIPE 2
0.012
0.003
0.9
15
3.31
0.9
2.52
3.51
4.12
PIPE
0.012
0.003
1.12
18
5.64
1.4
3.12
3.99
6.7
PIPE
0.012
0.003
0.7
15
2.31
0.7
2.11
3.27
4.12
PIPE 5
0.012
0.003
1.11
24
7.94
1.8
3.36
4.45
14.44
PIPE
0.012
0.003
0.72
12
1.85
0.6
2.04
3.03
2.27
PIPE
0.012
0.003
1.27
24
9.8
2.1
3.69
4.66
14.44
PIPE
0.012
0.003
1.41
24
11.32
2.4
3.98
4.79
14.44
PIPE
0.012
0.003
0.67
12
1.66
0.6
1.91
2.98
2.27
PIPE 10
0.012
0.003
0.96
15
3.58
1
2.66
3.55
4.12
PIPE 11
0.012
0.005
0.99
18
6.25
1.2
2.85
5.03
8.66
PIPE 12
0.012
0.003
0.54
12
1.19
0.4
1.64
2.77
2.27
PIPE 13
0.012
0.003
0.62
12
1.48
0.5
1.81
2.91
2.27
PIPE 14
0.012
0.003
0.66
15
2.12
0.7
2.04
3.2
4.12
PIPE 15
0.012
0.003
1.16
18
5.86
1.5
3.21
4.01
6.7
PIPE 16
0.012
0.003
1.51
24
12.33
2.5
4.21
4.85
14.44
PIPE 17
0.012
0.003
1.32
30
13.4
2.6
4.08
5.08
26.18
PIPE 18
0.012
0.003
1.99
36
30.82
5
5.71
6.19
42.57
PIPE 19 (OUTLET)
0.012
0.005
1.69
20
11
2.2
0
4.92
11.83
Page 4

PM1558-8 .
Mike Toler Chrysler Dodge Jeep Ram
MIKE TOLER CHRYSLER DODGE JEEP RAM
Pond Volumes
FROFEBAY VOLUME
on Section SA SF Av . SA Ht. FT Vol. CF
Permanent ool
48164021
0.50
2010
Contour
32253161
F317.51
1.00
3161
0
Contour
30963032
1.00
0
Contour
2 667
2935
0.50
1467
14.50
Forebay Botto
I 2902
Totai Vol.
I9670
MAIN BASIN VOLUME
Section SA SF Ave. SA Ht. FT Vol. CIF
To of Shelf
1768813875
0.50
6837
Permanent ool
9661
Not included
in main basin
volume
jEleeon
8271
0.50
4135
Bottom of Shelf
68806816
1.00
6816
0
Contour
6751
6687
1.00
6687
15.00
Contour
6622
6558
1.00
6558
14.00
Contour
6493
6429
1.00
8429
13.00
Contour
6364
6300
1.00
6300
12.00
Main Basin Bottom
6235
Total Vol.
36923
Permanent Pool Surface Area =
Permanent Pool Volume =
Forebay % of Permanent Pool Volume =
Depth =
Surface Area at Bottom of Shelf (main and forebay) _
Surface Area at Permanent Pool (main and forebay) _
Surface Area at Bottom of Pond (main) =
14477 SF
46592 CIF (Main Basin + Forebay)
20.75%
5.00 FT
10105 SF
14477 SF
6235 SF
Average Depth =
4.47 Calculated using Option 2 in BMP Manual
Volume at Top of Shelf =
43760 CIF
Volume at Bottom of Shelf =
32788 CIF
19051 CIF
Stom a volume required
STORAGE VOLUME PROVIDED
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
17.50
Permanent pool
14477
16040
0.50
8020
18.00
Contour
17602
18237
0.65
11854
18.65
Top of Shelf
18871
Total Vol.
19873
Stora a volume provided 19873 CIF
Page 5

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
;SEDIMENT BASIN
RUNOFF CALCULATIONS
RATIONAL METHOD: Q=CIA
RETURN PERIOD:
10 YEARS
Tic:
5 MIN.
INTENSITY:
8.81 IN/HR 10-yr
RUNOFF COEFFICIENTS:
0.25 (PRE -DEVELOPMENT)
DRAINAGE AREA TO SEDIMENT POND =
187000 SF
4.29 AC
OmYR=
9.46 CFS
DISTURBED AREA =
4.93 ACRES
SEDIMENT RATE =
3600 CF/ACRE
REQUIRED STORAGE VOL= 17748 CF
PROVIDED STORAGE VOL = 46592 CF
REQUIRED SURFACE AREA = 4113 SF
PROVIDED SURFACE AREA= 14477 SF (PROVIDED AT 18.5 CONTOUR)
"'USE FOREBAY AND PORTION OF MAIN BASIN AS SEDIMENT POND DURING CONSTRUCTION AND CLEAN TO DESIGN
SKIMMER SIZING
REQUIRED STORAGE VOL =
17748 CF
DEWATERING TIME
3 DAYS
04
5916 CF/DAY
TRY 4" SKIMMER
H (HEAD ON ORIFICE) =
0.333 FT
ORIFICE DIAMETER =
2.11 IN (USE 2" ORIFICE)
EROSION CONTROL CALCULATIONS
RIPRAP APRON SIZING
Label
Diameter (in)
Velocity (![/s)
AP
ReadApron
Req'd Apron
Req'd
Material
Length
Witl[h
Material
Thickness
PIPE 18 - POND INLET
36
4.42
Class B (Light)
18
PIPE 19-POND OUTLET
DUAL24"
9.06
Class 9(Light)
9
bJ5
18"
Page 6

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
Stage -Storage Relationship
MIKE TOLER CHRYSLER DODGE JEEP RAM b= 1.12
Ks- 18163.66
(sl
IZI
Contour
Incr.
Accum.
Z
Contour
Area
Vol.
Vol.
Stage
In S
In Z
(est.)
17.5
15695
0
0
0
0
0
0
18
18904
8650
8650
0.5
9.07
-0.69
0.51
19
20904
19904
28554
1.5
10.26
0.41
1.50
20
22961
21933
50486
2.5
10.83
0.92
2.50
Drainage Area 187000
4.293 ac
POST -DEVELOPMENT
Intensity (POST -DEVELOPMENT) tc = 15min
Syr-24hr= 5.75 in/hr
10yr-24hr= 8.81 in/hr
Precipitation Depth
lyr-24hr= 3.67 in
10yr-24hr= 6.88 in
PRE -DEVELOPMENT
POST -DEVELOPMENT
Existing Impervious
Proposed Impervious Areas
Buildings=
0 sf
Buildings= 23,140 sf
Parking/Drives =
0 sf
Parking/Drives = 132,405 sf
Sidewalk =
0 sf
Sidewalk= 3,040 sf
Total =
0.000 ac
Future Misc= 0 sf
0.00%
Total = 3.641 ac
Existing Pervious =
4.293 ac
84.80%
100.00%
Proposed Pervious = 0.652 ac
C =
0.25
15.20%
c= 0.84
Qiyr-24hr= 6.17 cfs
Q,ayr= 9.46 cfs
CN= 74
S = 3.51
Runoff l-yr=
3.13 in
Runoff 30-yr =
13.58 in
Tip 1-yr=
96.2 min
Tip 10-yr=
272.1 min
Qryr-24hr= 20.82 cfs
Q10y,= 31.91 cfs
CN= 94
S = 0.60
Runoff l-yr= 3.04 in
Runoff 10-yr= 6.21 in
Tp1-yr= 27.6 min
Tp 10-yr= 36.9 min
Page 7

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
MIKE TOLER CHRYSLER DODGE JEEP RAM
Pond Routing-lyr-24hr
Cap drilled 2" 3-3"SCH80 PVC
Tp= 27.6 #1 Orifice de. 2.0000 #2 Orifice dia. 9.000 #3 Weir
Qp = 20.82 Elevation 18.65 L (ft) 22
Weir Elevation 19.25
Time
(min.)
T/Tp
Inflow
(cfs)
Stor.
(cf)
C. Stor.
(Cf)
Stage
(ft.)
Elev.
(ft)
Outflows
I (cfs.)
Outflow2
(cfs)
Outflow
(cfs)
Total
Outflow
0.00
0.00
0.00
0.00
0.00
0.00
17.50
0.00
0.00
0.00
0.0000
1
0.04
0.07
2.01
2.01
0.00
17.50
0.00
0.00
0.00
0.0000
2
0.07
0.27
10.05
12.06
0.00
17.50
0.00
0.00
0.00
0.0000
3
0.11
0.60
26.00
38.07
0.00
17.50
0.00
0.00
0.00
0.0001
4
0.14
1.06
49.68
87.75
0.01
17.51
0.00
0.00
0.00
0.0003
5
0.18
1.64
80.77
168.51
0.02
17.52
0.00
0.00
0.00
0.0008
6
0.22
2.33
118.85
287.37
0.02
17.52
0.00
0.00
0.00
0.0017
7
0.25
3.12
163.44
450.81
0.04
17.54
0.00
0.00
0.00
0.0030
8
0.29
4.01
213.95
664.76
0.05
17.55
0.01
0.00
0.00
0.0051
9
0.33
4.99
269.70
934.46
0.07
17.57
0.01
0.00
0.00
0.0081
10
0.36
6.03
329.98
1264.45
0.09
17.59
0.01
0.00
0.00
0.0122
11
0.40
1 7.13
393.99
1658.44
0.12
17.62
0.02
0.00
0.00
0.0176
12
0.43
8.27
460.89
2119.33
0.15
17.65
0.02
0.00
0.00
0.0244
13
0.47
9.44
529.80
2649.13
0.18
17.68
0.03
0.00
0.00
0.0330
14
0.51
10.62
599.81
3248.95
0.21
17.71
0.04
0.00
0.00
0.0434
15
0.54
11.80
670.01
3918.96
0.25
17.75
0.06
0.00
0.00
0.0558
16
0.58
12.96
739.47
4658.43
0.30
17.80
0.07
0.00
0.00
0.0705
17
0.61
14.09
807.27
5465.70
0.34
17.84
0.09
0.00
0.00
0.0873
18
0.65
15.17
872.53
6338.23
0.39
17.89
0.11
0.00
0.00
0.1066
19
0.69
16.19
934.39
7272.62
0.44
17.94
0.13
0.00
0.00
0.1282
20
0.72
17.13
992.02
8264.64
0.49
17.99
0.15
0.00
0.00
0.1523
21
0.76
17.99
1044.67
9309.31
0.55
18.05
0.18
0.00
0.00
0.1787
22
0.80
18.75
1091.65
10400.96
0.61
18.11
0.21
0.00
0.00
0.2074
23
0.83
19.41
1132.33
11533.29
0.67
18.17
0.24
0.00
0.00
0.2384
24
0.87
19.94
1166.17
12699.46
0.73
18.23
0.27
0.00
0.00
0.2713
25
0.90
2036.
1192.72
13892.17
0.79
18.29
0.31
0.00
0.00
0.3061
26
0.94
20.64
1211.62
15103.79
0.85
18.35
0.34
0.00
0.00
0.3425
27
0.98
20.80
1222.62
16326441
0.91
18.41
0.38
0.00
0.00
0.3803
28
1.01
20.82
1225.56
17551.96
0.97
18.47
0.42
0.00
0.00
0.4192
29
1.05
20.70
1220.39
18772.35
1.03
18.53
0.46
0.00
0.00
0AS89
30
1.09
20.45
1207.17
19979.52
1.09
18.59
0.50
0.00
0.00
0.4990
31
1.12
20.08
1186.05
21165.57
1.15
18.65
0.54
2.43
0.00
2.9655
32
1.16
19.58
1011.72
22177.29
1.20
18.70
0.57
2.58
0.00
3.1576
33
1.19
18.96
966.57
23143.86
1.24
18.74
0.61
2.74
0.00
3.3440
34
1.23
18.23
914.91
24058.78
1.29
18.79
0.64
2.88
0.00
3.5230
35
1.27
17.91
872.89
24931.67
1.33
18.83
0.67
3.02
0.00
3.6959
36
1.30
17.60
843.73
25775.40
1.37
18.87
0.70
3.16
0.00
3.8650
37
1.34
16.72
797.75
26573.15
1.41
18.91
0.73
3.29
0.00
4.0267
38
1.37
15.88
736.50
27309.64 1
1.44
18.94
0.76
3.42
0.00
4.1775
39
1.41
15.09
678.49
27988.13
1.47
18.97
0.79
3.53
0.00
4.3176
40
1.45
14.33
623.56
28611.69 1
1.50
19.00
0.81
3.64
0.00
4.4474
41
1.48
13.62
571.59
29183.28
1.53
19.03
0.83
3.74
0.00
4.5673
42
1.52
12.93
522.42
29705.70
1.55
19.05
0.85
3.83
0.00
4.6775
Page 8

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
43
1.56
12.29
475.93
30181.62
1.58
19.08
0.87
3.91
0.00
4.7786
44
1.59
11.67
431.99
30613.61
1.60
19.10
0.89 1
3.99
0.00
4.8708
45
1.63
11.09
390.48
31004.09
1.61
19.11
0.90
4.05
0.00
4.9545
46
1.66
10.53
351.27
31355.37
1.63
19.13
0.91
4.12
0.00
5.0301
47
1.70
10.00
314.27
31669.64
1.65
19.15
0.93
4.17
0.00
5.0980
48
1.74
9.50
279.35
31948.99
1.66
19.16
0.94
4.22
0.00
5.1585
49
1.77
9.03
246.42
32195.41
1.67
19.17
0.95
4.26
0.00
5.2121
50
1.81
8.58
215.37
32430.78
1.68
19.18
0.96
4.30
0.00
5.2590
51
1.84
8.15
186.12
32596.90
1.69
19.19
0.96
4.34
0.00
5.2997
52
1.88
7.74
158.57
32755.47
1.70
19.20
0.97
4.36
0.00
5.3344
53
1.92
7.35
132.63
32888.09
1.70
19.20
0.98
4.39
0.00
5.3634
54
1.95
6.98
108.22
32996.31
1.71
19.21
0.98
4.41
0.00
5.3872
55
1.99
6.63
85.27
33081.58
1.71
19.21
0.98
4.42
0.00
5.4059
56
2.03
6.30
63.69
33145.27
1.71
19.21
0.99
4.43
0.00
5.4199
57
2.06
5.99
5.42
33188.69
1.72
19.22
0.99
4.44
0.00
5.4294
58
2.30
5.69
24.40
33213.09
1.72
19.22
0.99
4.45
0.00
5.4348
59
2.13
5.40
6.54
11719.64
1.72
19.22
0.99
4.45
0.00
5.4363
60
2.17
5.13
-10.19
33209.44
1.72
19.22
0.99
4.45
0.00
5.4340
4.87
-25.88
33183.56
1.72
19.22
0.99
4.44
0.00
5.4283
61
62
2.21
2.24
4.63
I -40.56
11
1.71
1 19.21
1 0.99
1 4.43
1 0.00
1 5.4194
Page 9

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
MIKE TOLER CHRYSLER DODGE JEEP RAM
Pond Routing-10yr
Cap drilled 2" 4-3"SCH80 PVC
Tp = 36.9 #1 Orifice dia. 2.0000 #2 Orifice dia. 9.000
OP = 31.91
#3 Weir
L (ft) 22
Weir Elevation 19.25
Time
Inflow
Stor.
C. Stor.
Stage
Elev.
Outflow 1
Outflow 2jOutflowl
(min.)
T/Tp
(cfs)
(cf)
(cf)
(ft.)
(ft.I
(cfs.)
(CIS)
ow0
0.00
0.00
0.00
0.00
0.00
17.50
0.00
0.00001
0.03
0.06
1.73
1.73
0.00
17.50
000
00002
0.05
0.23
866
1040
0.00
17.50
000
000003
0.08
05222.46
3286
000
17.50
000
000014
011
0.92
43.04
7590
0.01
17.51
000.0035
0.14
142
70.23
146.13
0.01
17.51
000
0007
6
0.16
2.04
103.85
249.98
0.02
17.52
0.00
0.00
0.00
0.0014
7
0.19
2.75
143.63
393.61
0.03
17.53
0.00
0.00
0.00
0.0025
8
0.22
3.56
189.28
582.88
0.05
17.55
0.00
0.00
0.00
0.0043
9
0.24
4.46
240.46
823.34
0.06
17.56
0.01
0.00
0.00
0.0069
10
0.27
5.44
296.79
1120.13
0.08
17.58
0.01
0.00
0.00
0.0304
11
0.30
6.50
357.84
1477.97
0.11
17.61
0.02
0.00
0.00
0.0151
12
0.33
7.63
423.16
1901.13
0.13
17.63
0.02
0.00
0.00
0.0211
13
0.35
8.82
492.27
2393.40
0.16
17.66
0.03
0.00
0.00
0.0288
14
0.38
10.06
564.64
2958.04
0.20
17.70
0.04
0.00
0.00
0.0383
15
0.41
11.34
639.74
3597.78
0.23
17.73
0.05
0.00
0.00
0.0498
16
0.43
12.66
717.00
4314.78
0.28
17.78
0.06
0.00
0.00
0.0636
17
0.46
14.00
795.84
5110.62
0.32
17.82
0.08
0.00
0.00
0.0798
18
0.49
15.35
875.68
5986.30
0.37
17.87
0.10
0.00
0.00
0.0987
19
0.52
16.71
955.91
6942.21
0.42
17.92
0.12
0.00
0.00
0.1205
20
0.54
18.06
1035.94
7978.15
0.48
17.98
0.15
0.00
0.00
21
0.57
19.40
1115.17
9093.32
0.54
18.04
0.17
0.00
0.00
0.1452
22
0.60
20.71
1192.99
10286.32
0.60
18.10
0.20
0.00
0.00
0.1732
23
0.62
21.99
1268.84
11555.16
0.67
18.17
0.24
0.00
0.00
0.2044
24
0.65
23.23
1342.13
12897.29
0.74
18.24
0.28
0.00
0.00
0.2390
0.2770
25
0.68
24.41
1412.33
14309.62
0.81
18.31
0.32
0.00
0.00
0.3185
26
0.70
25.53
1478.89
15788.51
0.88
18.38
0.36
0.00
0.00
0.3636
27
0.73
26.58
1541.33
17329.83
0.96
18.46
0.41
0.00
0.00
0.4121
26
0.76
27.55
1599.16
18 928.99
1.04
18.54
0.46
0.00
,,Do
0.4640
29
0.79
28.44
1651.95
20580.94
1.12
18.62
0.52
0.00
0.00
0.5193
30
0.81
29.24
1699.31
22280.25
1.20
18.70
0.58
2.60
0.00
3.1774
31
0.84
29.94
1584.89
23865.14
1.28
18.78
0.63
2.85
0.00
3.4849
0.87
30.55
1605.57
25470.71
1.35
18.85
0.69
3.11
0.00
3.8037
0.89
31.04
1619.36
27090.07
1.43
18.93
0.75
3.38
0.00
4.1324
0.92
31.43
1626.10
28716.17
1.51
19.01
0.81
3.66
0.00
4.4693
0.95
31.70
1625.70
30341.87
1.58
19.08
0.88
3.94
0.00
4.6127
V40
0.98
31.86
1618.12
31959.99
1.66
19.16
0.94
4.22
0.00
5.1609
1.00
31.91
1603.37
33563.36
1.73
19.23
1.00
4.51
0.00
5.5120
1.03
31.84
1581.51
35144.87
1.81
19.31
1.07
4.80
0.99
6.6588
1.06
31.65
1492.99
36637.86
1.88
19.38
1.13
5.07
3.26
9.4612
1.08
31.35
1322.27
37960.13
1.94
19.44
1.18
5.32
5.88
12.3871
41
1.11
30.94
1125.38
39085.51
1.99
19.49
1.23
5.53
8.48
42
1.14
30.42
926.01
40011.52
2.03
19.53
1.27
5.71
15.2441
43
1.17
29.79
737.38
40748.91
2.06
19.56
1.30
5.85
10.83
17.8153
44
1.19
29.07
566.24
41 315.15
2.09
19.59
1.33
5.96
12.64
14.45
19.9925
21.7375
45
1.22
28.25
415.17
41730.32
2.11
19.61
1.34
6.04
15.67
23.0555
46
1.25
28.15
308.66
42038.98
2.12
19.62
1.36
6.10
16.60
24.0559
47
1.27
28.06
243.00
42281.99
2.13
19.63
1.37
6.15
17.34
24.8555
46
1.30
27.00
160.42
42442.41
2.14
19.64
1.37
6.18
17.83
49
1.33
25.98
66.03
42508.44
2.14
19. 44
1.38
6.20
18.04
25.3891
2.5.6100
50
1.36 1
25.00
-7.25
42501.19 1
2.14
19.64
1.38
6.19
18.01
25.5857
51
1.38
24.05
-63.55
42437.64
2.14
19.64
1.37
6.18
17.82
25.3732
Page 10

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
MIKE TOLER CHRYSLER DODGE JEEP RAM
1 YR 24 HOUR
30
20
V)
o_
U_
Ci —
10
0
0 5 10 15 20 25 30 35 40 45 50 55 60
Inflow (cfs)
TIME (MIN) —Total Outflow
Page 11

PM1558-8
Mike Toler Chrysler Dodge Jeep Ram
aC
20
MIKE TOLER CHRYSLER DODGE JEEP RAM
10 yr Routing
u 10 20 30 40 50
Time (min)
Inflow (cfs)
—Total Outflow
Page 12

Calculations
Mike Toler Chrysler Dodge Jeep Ram
June 23, 2014
Pennittee:
TGW, LLC
Michael Wayne Toler, Manager -Member
5369 Highway 70 West
Morehead City, NC 28557
r [phone] 5�✓
-n
Engineer:
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
CA,q q��ii
[phone] Ext. 233
License Number: C-0647
i SEAL i
36970
f tic •. olrvEE ����'
Y. -rdQ .%o
Ginger Y. VurnetVPE #36970
G123/I�
Date

_ DWQ USE ONLY
Date Received
Fee Paid
Permit Number
0 /
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Tlds form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Mike Toler Chrysler Dodge Jeep Ram
2. Location of Project (street address):
5340 and 5630 Highway 70W
City:Morehead City County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
From the intersection of Hwy 70 and Hwy 24, take Hwy 70 West approximately 2 miles. Project located on
the right at the corner of Hwy 70W and Murdoch Road
4. Latitude:340 44' 35" N Longitude:76° 46' 19" W of the main entrance to the project.
II. PERMIT INFORMATION
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 040205 Mod , its issue date (if known) 08/14/2012 and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
10 2014
Form SWU-101 Version 07Jun2010 Page I of

NORTH CAROUNA, CARTERET COUNTY
This instrument and this mr0 ate are duty fled at
Me data and Bme an In the Book and Page shown
on the first page her
By
aw .awWao..e.
WARRANTY DEED
ECEIVE
JUL 10 2014 /
BY:� ?G`_c
fUt142M
FOR REGISTRATION REGISTER OF DEEDS
lay L�ur�nc�
Garlu t Oanty. NC
October 25, 2012 02:23:17 PM
BK DEED 2 P
FEE: $ie.00
NC REVE69E STAMP: 41AD.DO
FILE 11425133
JPREPAREDBY: BESWICK&GOINES,PLLC, 911 ARENDELL STREET, MOREHEAD CITY, NC 28557
RETURNTO: BESWICK&GOINES,PLLC, 911 ARENDELL STREET, MOREHEAD CITY, NO 28557
STATE OF NORTH CAROLINA Excise Tax:$ 1,680.00
COUNTY OF CARTERET Parcel # 6356.0648.3558
THIS WARRANTY DEED made and entered into this 25`h day of October, 2012 by and
between:
M & N Enterprises, LLC
505 Crestwood Drive
Newport, NC 28570
(GRANTOR)
and
TGW, LLC
5069 Highway 70 W
Morehead City, NC 28557
(GRANTEE)
The designation GRANTOR and GRANTEE as used herein shall include said parties, their
heirs, successors and assigns and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH:
That the GRANTOR, for a valuable consideration paid by the GRANTEE, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the GRANTEE in fee simple, all that certain lot, tract or parcel of land situated in CARTERET
COUNTY, North Carolina and more particularly described as follows:
Being all of Lot 3 of the Recombination Survey tilled "Murdoch Property" by Stroud Engineering, P.A. dated
March 8, 2004 recorded in Map Book 30, Page 445, Carteret County Registry.
BOOK 4a 5 PAGE 13 3 0

BEING the same property conveyed to Grantors as recorded in Book 1043, at Page 461 of the
Carteret County Registry.
This property is _ is not X the primary residence of the grantor.
The above -described property is conveyed and accepted subject to such easements,
restrictions and rights of way as appear of record in the Carteret County Registry.
TO HAVE AND TO HOLD the aforesaid lot, tract or parcel of land and all privileges and
appurtenances thereto belonging to the GRANTEE in fee simple.
And the GRANTOR covenants with the GRANTEE, that GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, is marketable and free and
clear of all encumbrances, and that GRANTOR will warrant and defend the title against the lawful
claims of all persons whomsoever excluding the exceptions stated herein and designated on the map
referred to above.
IN WITNESS WHEREOF, the GRANTOR has hereunto set its hand and seal, the day and
year first above written.
D4(A5)&24�, C�P(SEAL)
By: David Ray Murdoch, Jr.
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, allotary Public of the above county and state, do hereby certify that David Ray Murdoch,
Jr., member/manager of M & N Enterprises, LLC, a North Carolina Limited Liability Company,
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument on behalf of said company.
WITNESS my hand and official seal this the 2516 Day of October, 2012.
My Commission Expires: ( W 1A .0
1-11 . ( 1 Stephanie L. Mann, Notary Public
��Q '129y
y �TAgl Z
9 Ian v
.,F9F ; OIOVrI``�.
BOOK 4l d,6 PAGE lU

NORTH CAROLINA. CARTERET COUNTY
This InSuument and this optOBcate am duly Bled at
the data and Ume an in the Bank and Page shoven
on the first palls he
to
B
nvw.R.d.u:alR+a.
WARRANTY DEED
FILE i 14N
FOR REGISTRRTION REGISTER OF DEEDS
Joy Laurvms
GV Ur l Canty NG
012 02: October 25, 223:17 PM
3'JC DEED 2 P
FEE: S26.00 �c
NC REVEKE STWIP. M.00
FILE 142544
PREPAREDBY: BESWICK & GOINES, PLLC, 911 ARENDELL STREET, MOREHEAD CITY, NC 29557
J RETURNTO: ]REMICK&COMES, PLLC,911 ARENDELL STREET, MOREHEAD CITY, NC 29557
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
Excise Tax:$ 500.00
Parcel # 6356.0648.5795
6356.0648.5550
THIS WARRANTY DEED made and entered into this 25's day of October, 2012 by and
between:
Julia M. Norris, married
425 Crestwood Drive
Newport, NC 28570
(GRAN -FOR)
and
TOW, LLC
5069 Highway 70 W
Morehead City, NC 28557
(GRANTEE)
The designation GRANTOR and GRANTEE as used herein shall include said parties, their
heirs, successors and assigns and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH:
That the GRANTOR, for a valuable consideration paid by the GRANTEE, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the GRANTEE in fee simple, all that certain lot, tract or parcel of land situated in CARTERET
COUNTY, North Carolina and more particularly described as follows:
Being all of rots I and 2 of the Recombination Survey titied "Murdoch Property" by Stroud Engineering,
P.A. dated March 8, 2004 recorded in Map Book 30, Page 445, Carteret County Registry.
800K U4 PAGE-JL'L

BEING the same property conveyed to Grantors as recorded in Book . at Page _ of
the Carteret County Registry.
This property is _ is not X the primary residence of the grantor.
The above -described property is conveyed and accepted subject to such easements,
restrictions and rights of way as appear of record in the Carteret County Registry.
TO HAVE AND TO HOLD the aforesaid lot, tract or parcel of land and all privileges and
appurtenances thereto belonging to the GRANTEE in fee simple.
And the GRANTOR covenants with the GRANTEE, that GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, is marketable and free and
clear of all encumbrances, and that GRANTOR will warrant and defend the title against the lawful
claims of all persons whomsoever excluding the exceptions stated herein and designated on the map
referred to above. The grantor conveys the property individually per the Ante -Nuptial Agreement
recorded in Book 538, Page 40, Carteret County Registry.
IN WITNESS WHEREOF, the GRANTOR has hereunto set its hand and seal, the day and
year first above written. 7
u (SEAL)
in IV M. Norris
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
1, a Notary Public of the county and state aforesaid, certify that Julia M. Norris, personally appeared
before me this day and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this d.5 day of 0 Ck- 2012.
My commission expires: `x"xN OIE Lr4f9ti N tary iblic I •
1—I1e-I.1 j'4; __ Z� Printe Name of Notary
BOOK 14.6 PAGE-J3q

LMG
LAND MANAGErbIENT GROUP isc.
Environmentol Consultants
ECEIVE
UL 0 21
BY:
DATE: July 20, 2012
SUBJECT: Land and soils evaluation of the Toler - Norris Tract (-4 acres) to determine site characteristics for
general usability with stormwater treatment systems. Tract located at the NW intersection of U.S.
Hwy 70 and Old Murdock Road, Morehead City west area, Morehead Township, Carteret County,
North Carolina. PIN#'s 635608485795000: 635606485550000
TO: Mr. Ron Cullipher, PE Mr. Mike Toler
Stroud Engineering, PA Toler Chrysler Dodge Jeep Ram
151-A NC Hwy 24 W, Hestron Plaza II -A 5069 U.S. Hwy 70
Morehead City, NC 28557 Morehead City, NC 28557
[phone] (o] [phone]
The land and soils within portions of the Toler - Norris Tract (-4 acres) were evaluated on a qualitative basis to
determine the general potential for on -site stormwater treatment. NCDENR-DWQ "Stormwater Management" rules
and regulations (NCAC 15-2H-.1000) were used as guidelines in making this evaluation. New and revised
NCDENR-DWQ coastal stormwater rules became effective October 1, 2008 and are more rigorous than previous
rules. This is a general evaluation that consisted of transects across the tract, free -style soils mapping and shallow
borings within accessible areas, qualitative estimates of the land and soil properties, and review of existing maps or
information on these areas. The SW portions of the tract have historically existing impervious surfaces or
disturbances, thus evaluations were not completed within this area. No quantitative on -site or specific testing was
completed as part of this evaluation that can be required for NCDWQ stormwater permitting.
According to NCDENR-DWQ rules, coastal stormwater may be treated by infiltrative devices, detention treatment
basins, or an equivalent aftemative method when the proposed project is greater than 1. acre in size, has >12%
residential impervious surfaces, >10,000 sqft non-residential impervious surfaces, and are within Yz mile of Class
S.A. Waters or their unclassified tributaries. Coastal lands that are >% mile from Class S.A. Waters or their
unclassified tributaries allow up to 24% residential impervious surface for low -density development, or 10,000 sgft
non-residential impervious surfaces, before requiring engineered stormwater treatment systems. This tract is >1/2
mile from S.A. Waters, and appears to drain towards the NW to an unnamed tributary of Hull Swamp which is
classified as Class-C Waters (see topo and DWQ map). It appears a high density project within these tracts would
require prescriptive engineered stormwater treatment methods and design if the lands exceed 24% impervious
surface. Infiltration methods or infiltrative 'best management practices' (BMP) are utilized for stormwater treatment
on coastal high density projects to preserve space or due to inadequate drainage outlets. Detention stormwater
treatment ponds may also be used if they do not directly discharge to S.A. waters through 'effective infiltration'
methods. Low density projects (<12% to <24% residential impervious surface or <10,000 sqft non-residential
impervious surface) should not require engineered stormwater treatment systems. Historically existing impervious
surfaces should be exempted from stormwater density calculations, and then new development should comply with
current NCDWQ stormwater requirements as much as practicable.
Principle soil and site standards for high density development with an engineered infiltration system are: --the
infiltration.system's bottom must be >-2 ft from the seasonal high water table; —must be capable of complete draw -
down within a >3 to <5 days; --the soil's hydraulic conductivity must be >0.52 in/hr, --must have >12 inches
natural soil without a seasonal water table before fill material is utilized; ---historic fill materials (<1977) can be
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522. Wilmington, NC 28402

used as natural soils if it meets the minimum site criteria stated above; ---stormwater runoff must be controlled and
treated on -site for a 1.5 inch rainfall, or the difference in run-off from pre / post development conditions for the 1
year 24 hr annual storm event (-3.8 inches), whichever is greater. Detention stormwater ponds are to be designed
to hold the calculated run-off volume for a >3 to <5 day time period, and maintain the permanent pool elevation +!-
6 inches of the seasonal high static water table.
This tract is located on a typical coastal plain geomorphic setting, consisting very gently sloping to level, flatwoods
with 0 - 2% slopes. General elevations are —15 — 20 ft, based upon general USGS topographic maps. The tract
consists of deep, fine to medium, sand to loamy sand sediments, with spodic (hardpan) horizons at variable depths
pending location. Lower elevations or depressions have higher, thicker organic content within the surface soil
horizon.
The enclosed land & soils map shows the land/soil types found (see soils map). The following is a brief description
of the land and soil types found, and potentials for stormwater treatment usage:
The "Yellow" Areas (see map) are somewhat poorly drained, deep uniform fine to medium sand to loamy sand
textures and with incipient spodic (soft hardpan) horizons. The estimated seasonal high water static water table is
+18 - <24 inches from the present surface, pending location and based upon soil wetness indicators and general
elevations. Estimated permeability is 30 — 90 minfin or 0.6 — 2 in/hr to +50 inch depths from present surface, based
upon soil texture and structure. Soil types found are similar to Mandarin and Leon -dry phase soil series. These
soil areas should be usable for stormwater infiltration with basin bottoms +0.5 - 1 ft above the present surface
(pending location) to maintain a 2 ft separation from seasonal high water table. We recommend a long-term
loading rate for stormwater infiltration that is 1/ or less the average estimated soil hydraulic conductivity, or --0.6 —
1.0 in/hr for these moderate to moderately slow hydraulic conductivity rates and gradients. Detention ponds would
have to maintain the permanent pool elevation between 12 - 30 inches from the present ground surface.
The "Brown/Black-dotted" Areas (see map) are somewhat poorly to poorly drained, deep uniform fine to medium
sand to loamy sand textures with spodic (hardpan) horizons. These sites have mixed surface fill of sand to loamy
sand textures to —1 — 2 ft depths. The estimated seasonal high water static water table is +12 - <18 inches from
the present surface, pending location and based upon soil wetness indicators and general elevations. Estimated
permeability is 60 — 300 min/in or 0.2 — 1.0 in/hr to +50 inch depths from present surface, based upon soil texture
and structure. Soil types found are similar to historic fill over Leon and Leon -dry phase soil series. These soil
areas are not recommended for stormwater infiltration usage due to slower permeability. Detention ponds would
have to maintain the permanent pool elevation between 6 - 24 inches from the present ground surface, which would
require additional site fill improvements or engineered sidewall berms.
The "Brown" Areas (see map) are somewhat poorly to poorly drained, deep uniform fine to medium sand to loamy
sand textures with spodic (hardpan) horizons. The estimated seasonal high water static water table is +12 - <18
inches from the present surface, pending location and based upon soil wetness indicators and general elevations.
Estimated permeability is 30 — 300 min/in or 0.2 — 2.0 in/hr to +50 inch depths from present surface, based upon
soil texture and structure. Soil types found are similar to Leon and Leon -dry phase soil series. These soil areas
are not recommended for stormwater infiltration usage due to variable or slower permeability in depth. Detention
ponds would have to maintain the permanent pool elevation between 6 - 24 inches from the present ground
surface, which would require additional site fill improvements or engineered sidewall berms.
The "Pink" Areas (see map) are poorly drained, with deep uniform fine to medium sand textures, thicker surface
horizons higher in organic content, and hardpan (spodic) soil horizons. The estimated seasonal high water static
water table is <12 inches from the present surface, based upon soil wetness indicators and general elevations.
Estimated permeability is 90 — +300 min/in or <0.2 — 0.6 in/hr to +50 inch depths from present surface, based upon
soil texture and structure. Soil types found are similar to Lynn -haven, Torhunta, and Leon soil series. These soil
areas are not recommended for stormwater infiltration due to slow permeability and shallow seasonal water table
indicators. Detention may be possible with major fill and sidewall berth site improvements, but this is not
recommended.
The "Gray" Areas (see map) are potential 404 wetlands that have been previously evaluated, located, and
approved by others.

Careful planning and design should be exercised to insure adequate and usable soil areas are reserved in the
conceptual design for any future development in order to allow for on -site stormwater treatment usage. The soil
areas evaluated have slight to moderate limitations for usage with on -site stormwater infiltration systems, pending
final design locations. We recommend using '/2 or less of the average natural permeability rate for the infiltrative
stormwater system's design rate. Any historically existing impervious surfaces should be measured and given full
credit for any new development stormwater calculations. NCDENR-DWQ or local Universal stormwater rules are
the regulatory agency over stormwater systems and have final review, approval, and permitting authority. These
and other regulatory agencies must be contacted for their reviews, general concurrences, and required permits
before initiating any development activities. We recommend NCDWQ and appropriate agencies to review pre -
application plans for their general concurrence as to site locations for final design considerations. Detailed soil
logs can be provided upon request.
sai s�,F
�E F,
i
1040
\�AOMC
Lary F. Baldwin, CPSS/SC
ARCPACS #2183; NCLSS #1040

Pat McCrory
Governor
TO:
FROM:
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
5/8/2014
Kelly Johnson (Stormwater)
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-5406
Daniel Govoni, Assistant Major Permits Coordinator
John E. Skvarla, III
Secretary
Comments Due: 5/30/2014
Project: 20140020
SUBJECT: Mike Toler Chrysler Dealership, Hwy 70 & Old Murdock Road, Carteret County
APPLICANT: Mike Toler Chrysler, Dodge, Jeep, Ram
LOCATION: Hwy 70 & Old Murdock Road, Morehead City, NC
PROJECT DESCRIPTION:
Applicant proposes to construct a car dealership in Morehead City, NC.
This document is being circulated for CONSISTENCY review and comment by the response date above.
If the proposed project does not conform to your regulatory requirements, please identify the measures that
would be necessary to bring the proposed project into conformance. Your response will assist us in determining
whether the proposed project would be consistent with the States's Coastal Management Program. Please
inform Daniel Govoni of any corrections, additions, or deletions.
REPLY: No Comment --T�s ?co�yy¢¢cf holds
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This agency supports the project as proposed. PMmt—r 5t,,)$ oUoaoS. Tr
V Comments to this project are attached. wok A 60 To & r—t7MEft,
InoAtF1E0 U�VISEIi To
n nr,,_� This agency objects to the project as proposed. ' ,-r -v*- CHAN$ES .
DATE:
RETURN COMPLETED FORM TO:
Daniel Govoni, Assistant Major Permits Coordinator
North Carolina Division of Coastal Management
400 Commerce Avenue w�
Morehead City, NC 28557-3421 vems
MAY o s 2
014
400 Commerce Ave., Morehead City, NC 28557-3421 P
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net 6Y:
An Equal Oppohunity 1 Afrinnalive Action Employer.

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LAND & SOILS MAP WITHIN PORTION OF THE TOLER - NORRIS TRACT —4 Acres
FOR POTENTIAL STORMWATER TREATMENT USABILITY
Morehead City West Area - Morehead Township - Carteret County - North Carolina
Potential soil areas for strifintwater treatment usage through retention
or infiltration with site improvements Estimated seasonal I*gh static
water table -18" —24' from present ground surface Estimated
permeability 30 - 90 mm- (0 6 - 2 0 irvhr, to -50' depths Mandarin
and Leon -dry phase wit types
Poteritiai sal areas for stormwater treatment usage through retention
with major site improvements Estimated seasonal high static "ter
table -12' - 18* from present ground surface Estimated
permeability 60 - 30C miWin (0.2 - I C iint-ri to -50' depths
Historic 111 -1 - :' P ov er Leon and Leon -dry phase wit types
Polenha wit areas for wormwater treatment usage through retention
with major site improvements Estimated wasonalhigh wit water
table-12'-18' from pintsentgrowndsurface Estimated
permeability 30 - 300 mirnfin (0 2 - 2 0 in,hr) to -50* depths
Leon and Leon dry prase soil types .....................
Soil areas not recommended for stormwater
treatment usage due to shallow seasonal
high static water table levels Slow Permeability.
andor poor landscape position Estimated
seasonal high static water table <1 2' from
present ground surface Estimated permeability
90 - +300 min, in (<O 2 - 0 6 m2hO to -50* depths,
Lynn -haven. Torhunta and Leon Sod types
Potential 404 Weiland areas that have been This Area Not Evaluated
previously defined and approved Due To Historic Impervious
Surfaces and Disturbances
U. S. HIGHWAY 70
Land
Management
Group, Inc.
SCALE 1 Inch --+ y Ee-
(all lines paced & approximate
[Wetlands from Stroud Sa.re;
juLy 2!'1..

LAND & SOILS MAP WITHIN PORTION OF THE TOLER - NORRIS TRACT -4 Acres
FOR POTENTIAL STORMWATER TREATMENT USABILITY
Morehead City West Area - Morehead Township - Carteret County - North Carolina
Potential sad areas for stormwater treatment usage through retention
or Infiltration with site improvements Estimated seasonal high static
water table +16' - 24' from present ground surface. Estimated
perri 3C - 90 min- (0 5 - 2 0 m1hr) to -50' depths Mandarin
and Leon -dry pisse, wit rybes
Potential sod areas for stormwater treatment usage through retention
with
major site improvements Estimated seasonal high static water
table +12' , <1 6' from present ground surface Estimated
permeability 5C - 300 -mr, (0.2 - 1 0 1 to -50' depths
Historic 1111 -I - -- .1 over Leon and Leon -dry phase soil types
Potential wit areas for stormwater treatment usage through retention
with
major site improvements Estimated seasonal high static water
table -1 Z' - <1 8' from present ground surface Estimated
permeability 3C - 300 mih;,n tO 2 0 l to -50' depths
Leon and Lrm,-oly, phase wit types
Sail areas net recommended for stormwater
treatment usage due to shallow WaWnsl
high static water table ievefs, slow permeability.
and/or poor landscape position Estimated
seasonal high static water table <1 2' from
present ground surface Estimated permeability
90 - -300 l (<O 2 - 0 6 ril to -50' depths
Lynn -haven Tcmunta. and Leon soil types
Potential 404 vVetiano areas that have been This Area Not Evaluated
previously defined and approved Due To Histanic impervious
Surfaces and Disturbances
U. S. HIGHWAY 70
Land
Management
Group, Inc.
0
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C
SCALE: lnch t0"' 1
(all lines paced & approximate
[Wetlands from Stmud
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