SW8040205_HISTORICAL FILE_20161004

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8_Q`ip205
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
October 4, 2016
Mr. Michal W. Toler, Member/Manager
TGW, LLC
5340 Highway 70 West
Morehead City, NC 28557
Subject: State Stormwater Management Permit No. SW8 040205 Mod
Mike Toler Chrysler Dodge Jeep Ram
High Density Wet Detention Pond Project
Carteret County
Dear Mr. Toler:
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Mike Toler Chrysler Dodge Jeep Ram on August 18, 2016. 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 this updated, modified Permit No. SW8 040205 Mod, dated October 4, 2016, for the
construction, operation and maintenance of the BMP's and built -upon areas associated with the
subject project.
This permit shall be effective from the date of issuance until February 13, 2018, and 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),
recordation of deed restrictions, 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 record deed restrictions, to
certify the BMP's, to transfer the permit, or to renew the permit, will result in future compliance
problems.
The following modifications are included and covered by this permit:
e Increased impervious area for a picnic shelter and a future area, which will be treated
within the existing pond.
o Minor adjustments to the plans, including new stormwater data with impervious areas
listed.
a Modified overflow device for I0-year storm and above.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the
North Carolina General Statutes, and must be filed with the 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.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1127 cardinal Drive Extension I Wilmington. NC 2&405
910 796 7215

State Stormwater Permit No S W 8 040205
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey in the Wilmington Regional Office, at [phone].
Sincerely,
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ sgp: \\\Stormwater\Permits & Projects\2004\040205 HD\2016 10 permit 040205
cc: Ginger Turner, PE — Stroud Engineering, PA
E� Building Inspections — %a wn o #2a iu1 �, ry
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Off ice 1127 Cardinal Drive Extension I Wilmington. NC 28405
910 796 1215

State Stormwater Management Systems
Permit No SW8 040205
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
TGW, LLC
Mike Toler Chrysler Dodge Jeep Ram
5340 & 5360 Highway 70W, Morehead City, (corner 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 "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land Resources
and considered a part of this permit
This permit shall be effective from the date of issuance until February 13, 2018, and shall be
subject to the following specified conditions and limitations.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit The proposed wet detention pond has been
designed to handle the runoff from a total of 162,690 square feet of impervious area.
3. The pond's drainage area will be limited to the amount of built -upon area indicated in
Sections 12 and 1.6 of this permit, and per the approved plans. Future built -upon area
has been allocated as 3,905 square feet and is included in the total amount listed above.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
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
6. The following design criteria have been permitted for the proposed wet pond, and must
be maintained at design condition.
Design Criteria
Rule Cite
Units I
Proposed Pond
1. Drainage Area
Onsite
Offsite
acres
Ft2
Ft2
429
187,000
0
2. Total Impervious Surfaces
Ft2
162,690
a On -site
Ft2
162,690
b Offsite
Ft2
0
3 Design Storm
2008
Inches
1 5
4 Average Design Depth
2008
Feet
4.5
5 TSS removal efficiency
%
90
6. Permanent Pool Elev
FMSL
175
7. Perm. Pool Surface Area
Ft2
14,477
8 Permitted Storage Volume
Ft3
19,873
9 Temporary Storage Elev
FMSL
1865
10, Pond Bottom Elevation
FMSL
11 0
11. Sediment Removal Elev.
FMSL
12.0
12. Pre-dev. Discharge rate
Cfs
21
13. Controlling Orifice
m Inches
20
14. Orifice flow rate
Cfs
06
15. Permanent Pool Volume
Ft3
46,592
16. Permitted Forebay Volume
Ft3
9,670
17. Max Fountain HP
HP
1/6
18, Receiving Stream
Hull Swam
19. Stream Index Number
WOK03 21-15
20. Stream Classification
C
II. SCHEDULE OF COMPLIANCE
1. The proposed stormwater management system must be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any built -upon
area associated with the modification.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide and perform the necessary operation and
maintenance at the scheduled intervals, to assure that the permitted stormwater system
functions at optimum efficiency, in accordance with the signed and approved Operation
and Maintenance Plan, which is attached to and an enforceable part of this permit.
4. Access to the outlet structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
Page 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 protect 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
Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
2. 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.
3. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 040205
4 The permittee grants DEQ Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
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, except in the case of an individual lot sale that is made subject to
the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121,
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07,
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request. Neither the sale of the project, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit
7. 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
8. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual
9 Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
10. If BUA credit for the use of permeable pavement within the lot (project) is desired, the
permittee shall either modify this permit, or shall direct the lot owner to submit an
application with all supporting documentation and the application fee to the Division and
receive a permit prior to construction of the permeable pavement
11. 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 updated, modified, and reissued this the 4th day of October, 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy Da s, P.E:, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

DEMLR USE ONLY
D eived
e Pa
rroit N tuber
Applic l R 1 s: ❑ Coastal SW —1995 ❑ Co 008 ETPh II -Post Construe ion
(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 Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Mike Toler Chrysler Dodge Jeep Ram
2. Location of Project (street address):
5340 and U 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 comer of Hwy 70W and Murdoch Road
4. Latitude:34° 44'aW' N Longitude:76° 46' a W of the main entrance to the project.
If. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneurals with modifications also requires SWU-102 - Reneeoal 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) 07/25/2014 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 state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport?
If yes, see S.L. 2012-200, Part VI: htto://oortal.ncdenr.org
Form SWU-101 Version Oct. 31, 2013 Page I of 6

III. ' 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 oroiect):
Applicant/Organization: TGW, LLC
Signing Official & Title: Michael Wayne Toler, Member Manager
b. Contact information for person listed in item la above:
Street Address: 5340 Highway 70 West
City:_ Morehead City State:NC Zip:28557
Mailing Address (if applicable): 5340 Highway 70 West
City: Morehead City State:NC Zip:28557
Phone: (252 ) 247-2003 Fax:
Email: [e-mail]
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/1
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
Phone:
State:
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 Person/Orvani7atinn-
Signing Official & Title:
b. Contact information for person listed in item 3a above: AC C F � `�
Mailing Address: C
Phone: ( ) _ Fax:
4. Local jurisdiction for building permits: Town of Morehead City
Point of Contact: Robert Davis Phone #: ( 252 ) 726-6848
Form S WU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefl_y 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
4. Total Property Area: 4.909 acres
River basin.
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':
4.909 acres
Total project area shall be calculated to exclude the following: the normal pool of imppounded structures, the area
behoeen the banks of streams and rivers, the area below theYlorinal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal 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 = 76.08 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornuevater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina a Area 1
Draina e Area _
Draina e Area _
Draina e Area _
Receiving Stream Name
Hull Swamp
Stream Class *
C
Stream Index Number *
21-15
Total Drainage Area (so
187,000
On -site Drainage Area (so
187,000
Off -site Drainage Area (so
Proposed Impervious Area** (so
162,690
% Impervious Area** (total)
1 87.0%
Impervious" Surface Area
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
23,140
On -site Streets (so
On -site Parking (sf)
132,405
On -site Sidewalks (so
3,040
Other on -site (so
200
Future (so
3,905
A
Off -site (so
Existing BUA*** (so
Total (so:
162,690
Stream Class and Index Number can be determined at: littV:ZZportal.ncdenr.org/zi)ebhiyq42s/Cszi/classificatiotis
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects 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 1 SA NCAC 02B .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.oriz/web/wci/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
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
http•//12ortal.ncdenr.org web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at httl2://12ortal.ncdenr.org/web/wq/ws/su/mal2s.)
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://12ortal.ncdenr.org /web /wq /ws/su /statesw /forms does.
ruti s
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 d
Form. (if required as per Part V11 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.org/12ages/onestol2express.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 1h mile of the site boundary, include the 1h
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.
L 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 y� `'
structures, the banks of streams or rivers, and the MHW (or NHW) of tid tbIF 11� E
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. AUG it 8 20160
k. Existing contours, proposed contours, spot elevations, finished floor elevation .
1. Details of roads, drainage features, collection systems, and stormwater control �sures. LU
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineate
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required). N /�
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: 1425 Page No: 134
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 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corl2orations/`CSearch.aspx
VIL 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 htto://12ortal.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 run 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 Engmeering, 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
IX. 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 of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECm, EIVF-
AUG 18 Mai
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the 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 I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or hjpe 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 under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Wc. a Date: 9.1 l . 1 (O
I, 04ZCm l C IQrI.� , a Notary Public for the State of N� County of
ociv ICvc ' do hereby certify that m 1 L.t�lOO WOL)he ZOIC4' personally appeared
before meths � � -day of I T U� �� and ack wled e the du ecut on f the application for
a stormwater permit. Witness my hand and official seal,
"SIE 114:,/I
at'
rfa'y',
"
[m cl '✓
A
•
A 6 f �o
Form SWU-101 Version Oct. 31, 2013
SEAL
My commission expires '�l (?5
F:r,!=-WS
AUG 1 A 20"0
Page 6 of 6 bY'�--

� � M � ti
� E 1 � ':+�
�� � �

From: Casmer, Jo
Sent: Thursday, September 01, 2016 11:05 AM
To: '[e-mail]'; turner, ginger
Subject: Mike Toler Chrysler Dodge Jeep Ram; Stormwater Permit SW8 040205
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on August 18, 2016. The project has been assigned
to Steve Pusey and you will be notified if additional information is needed. Please be advised that the
construction of built —upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant IV
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io. casmer0noden r.goy
127 Cardinal Drive Extension
Wilmington, NC 28405
%Nothing Compares�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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0

Cornp6eteness Review Checklist
Project Name:
Project Location:
(q loe Cr p Received Date: (1
v' A— ° Accepted Dater
Rule(s) ®2008 Coastal
1995 CoastalED
Phase II (WiRO.)
LiUniversal LJ1988 Coastal
Type of Permit: New oC
Mod or PR
Existing Permit # (Mod or PR): Dqo DCSE]PE Cert on File? '
Densityt H or LDCommercial
%: OK?)
or Residential
�NCG:
to SW8
q ftExempt
Stream Class: EISA MapMOffsite
Subdivided?: Subdivision or Single Lot
!MORW Map
Paperwork
upplement(s) (1 original per BMP)
� 0&M with correct/original signatures (1 original per 8MP except LS/VFS and swoles)
pplication with correct/original signatures
bt�o�rpor LLC: Sig. Auth, per ScS or letter
EYO 5 (within6mo) /
Soils Report with SHWT LtSGb Nl'r
culations (signed/sealed)
®No obvious errors
Density includes common areas, etc
11 PDeed Restrictions, if subdivided:
Signed & Notarized
Emailed Engineer on:
BMP Type(s)
Led
ail Address
11 Email Address
Design Engineer
Owner
Note to Re r:
Plansv—
ets DB'6rails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
rading Wetlands: Delineated or No Wetlands
ElVicinity Map G�tgrout (proposed BUA dimensions)
Bend Maps P t Boundaries
Soils Report
Bottom:
Information:
Wet Pond
L_JSoils Report
SHWT:
PP:
Offsite
PE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
Lot # Matches Master
sf
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
sf
10

9-1
STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
[phone]
To NCDEQ-DEMLR
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑ _
LLC977M @T @ o A UVGLA U L LJLM
DATE 8/16/16
111
NPM1558-8-001
ATTENTION
Stormwater Section
RE:
Mike Toler Chrysler Dodge Jeep Ram
SW8 040205 - Modification Request
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Application Fee #1070 - $505.00
2
Plans Sheets 2 4 and 5 of 7
1
Application (Original and Co
1
Supplement Forms (Original)
1
Partial Certification
1
Narrative Calculations
1
USGS Map, Deed, LLC documentation
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
171
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
phone: [phone] ext.233 I 1 r
email: [e-mail] F.
Thank you
Ginger Y. Turner, PE
COPY TO
SIGNED:

Narrative
Mike Toler Chrysler Dodge Jeep Ram
August 16, 2016 �p��N•CARO400a
�• 0.�'t'y
Permittee: Q. OFESS/y =
TGW, LLC �¢ SEAL <
Michael Wayne Toler, Manager -Member
5340 Highway 70 West C t•� Q •,'Q,
[phone] 1��Qi NGINE;�••�4i j
Engineer:
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858 \�
[phone]
License Number: C-0647
Mike Toler Chrysler Dodge Jeep Ram is located at 5340 and 5360 US Highway 70
Morehead City, Carteret County. The site was permitted for a modification (SW8 040205)
in 2014 to construct the automobile dealership that is currently onsite.
The previously approved high density plan allowed for the construction of a
commercial building and associated parking and drives for the automobile dealership.
This request is for additional impervious that is available to be treated within the existing
pond. The dealership would like to construct a picni.�c shelter (approximately 200 square
near the pond and the permitted BUA would not accommodate. This request asks for
the 200 square feet, plus an additional 3.905 square feet of reserve for any future additional
BUA.
E(:EIVE
AUG 18 20'.i

Calculations
Mike Toler Chrysler Dodge Jeep Ram
Stormwater Modification
CARoi'
=S Sln: •. 9
:a SEAL-
; 36970
Y
August 16, 2016
Permittee:
TGW, LLC
Michael Wayne Toler, Manager -Member
5369 Highway 70 West
Morehead City, NC 28557
[phone]
Engineer:
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
[phone] Ext. 233
License Number: C-0647
Y. Tillner, PE #36970
ECEIVE
AUG 18 2013

MIKE TOLER CHRYSLER DODGE JEEP RAM
Stormwater Detention Calculations
Job k.
Engineer Ginger Y. Turner
Date:
Drainage Area:
187000
Drainage Area:
4 293 ac
Impervious Area:
162690
3 735
ac
%Impervious:
8700
Roof=
0
000
%
Asphalt/Conaete =
16269
87 00
%
Pervious Area:
0.558
ac
%Pervious=
1300
Rainfall Intensity Calculations
1 Year 24hr Rainfall Intensity= 0 15 m/hr
1 Year Rainfall Intensity=
10 Year Rainfall Intensity=
Pro and Post Development Flow Comparisons
1 Year. 24 Hour
Rational Method Control Panel
Predevelopment C= 02 wooded
Postdevelopment C= 1 0 9 rcof
Postdevelopment C= 095 asphalt O.B525
Hydraulic Length -
Watershed Height= 1 151
Time of Concentration= 1.85 Use 5 mm Kirpich Method
Predevelopment=
Postdevelopment=
1 Year
Predevelopment=
Postdevelopment=
10 Year
Predevelopment=
Postdevelopment=
013
Is
cis
CIS
ce
cfs
0 56
494
21 04 Ids
7 56
32.24
Time to Peak
5 ]5 m1hr Tic = 5min
881 in/hr Tc=5min
Curve Number Open Spam- 39
Impervious= 98
Weighted Composite Curve Number -
Ultimate Soil Storage Capacity- 1 07 in
Design SWMI Precipitatlon Levels:
1 Year 367 m 24 Hour
10 Year 1 6.88 in Duration
Calculated Time to Peak-
1 Year= 23 42 min
10 Year- 33 27 min
Estimated Detention Volume
1YR STORAGE (CF) = (Opost - Omfl)Tp X 1 39 X 60 =
10YR STORAGE (CF) = (Opost - Om01)Tp X 1 39 X 60 =
S=(1000/CN)-10
Design Storm Runoff Calculation:
1 Year- 2 64 Note Calculated by
10 Year- 574RO=(P-02S)A2/(P+08S)
31,459 cf
68,479 a

Calculations
Project Mike Toler Chrysler Dodge Jeep Ram
Job# PM1558-8-001
Engineer, Ginger Y Turner, PE
Date: 8/11/16
Rational Method
(See accompanying figures and tables as noted)
Prerlevelnnni I and I I.A
Description
C
I Area
(ac)
Total area
4 293
Impervious
095
0.00
Pervious
0 2
4.293
Weighted C 020
Impervious (ex) 0.0%
Postdevelooment land Use
Description
I C
Area feel
Total area
1 4 293
Impervious
095
3 735
Pervious
0.2
056
o ou
Impervious (prop) 87.00%
Per 15A NCAC 02H 1005 (3) (B) (m) and given not tribitary to SA waters
Schuler's Simple Method
R„=005+ 09'Impervious Raoo Rv= 0833
Control Volume = 3630' Rd' R,' A
Water Quality Required Storage=
Pre Development drainage area input
total area
187000 sf
sidewalks
0 sf
streets
0 sf
lots
0 sf
other
0 sf
total ex BUA
0 sf
Post Developmentdrainage area input
total area
187000 sf
sidewalks
3040 sf
parking
132405 sf
buildings
23140 sf
picnic shelter
200 sf
reserve
3905 sf
total prop BUA
162690 sf
where Rd = 1 5 in
19,471 cf
USE: ,8 CF FOR POND DESIGN
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
1750
Permanent pool
4806
4016
050
2008
1700
Contour
3225
3161
1 00
3161
1600
Contour
3096
3032
1.00
3032
1500
Contour
2967
2935
050
1467
1450
Forebay Bottom 1
2902
Total Vol. 1
9667
1
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
- 118.00 7
- Top of Shelf-
=17602'
13627, -
_ '0.50
M 6813 yr
17.50
Permanent pool
9651
Not included
in main basin
volume
8266
1 050
4133
1700
Bottom of Shelf
6880
6816
100
6816
1600
Contour
6751
6687
1 00
6687
1500
Contour
6622
6558
1.00
6558
1400
Contour
6493
6429
1.00
6429
1300
Contour
6364
6300
100
6300
1200
Main Basin Bottom
6235
Total Vol. 1
36920

Permanent Pool Surface Area =
Permanent Pool Volume =
;Forebay °/ of Permanent Pool Volume
Depth =
A,, u,,,r (main and frebay) _
Am,,,, w°i (main and frebay) _
Ate, �„ a (main) _
Desired TSS Removal Capacity=
Average Depth, _
Table 10-4 SAIDA depth interval
Impervious Cover Ratio=
Table 10-4 SAIDA lower %BUA interval
Enter Table 104 SAIDA values for depth and %BUA
Calculated SAIDA=
Required Surface Area=
Note Based on SA=SA/DA'Ama-435601100
Permanent Pool SA=
Volume at Top of Shelf =
Volume at Bottom of Shelf =
;STORAGE VOLUME
14457 sf
46587 cf
20 75°/
5 00 ft
10105 sf
14457 sf
6235 sf
4457 sf
43734 cf
32788 cf
(Main Basin + Forebay)
(Contour 17 0)
using Option 2 in BMP Manual
is > required SA, OK
Elevation
Section
it
SA SF
Avg. SA
Ht. FT
Vol. CF
1750
Permanent pool
14456
16029
050
8015
1800
T02 of Shelf
17602
18237
065
11854
1865
Contour
18871
Total Vol.
19868
Sty orage volume Provided =
19868 cr
State Stage-
1 15 ft
State El.=
18.65 It
Top El.=
21 50 ft
Freeboard=
285 ft
Max (2 Day) Flow=
Min (5 Day) Flow=
State Orifice Stage=
Avg Head=
Coefficient of Discharge
2 Day Area-
5 Day Area-
2 Day Diameter-
5 Day Diameter -
Provide Orifice=
0.11 50cfs
0 0460 cfs
15ft
038ft
0.60
0 0386 sf
0 0154 sf
2660 in
682 in
2.00 in
is> 1 0' OK
Drawdown Flow= 0 065 cis is < predevelopment discharge, OK
Drawdovin;Time=r fl_ ,.,;r•-� == apg'FE ME 111-0—MM-3-15-41 days is within 2-5 days, OK

Stage -Storage Relationship
MIKE TOLER CHRYSLER DODGE JEEP RAM b= 1.16
Ks= 16232.29
is)
(Z)
Contour
Incr.
Accum.
Z
Contour
Area
Vol.
Vol.
Stage
In S
In Z
lest.)
17.5
14456
0
0
0
0
0
0
18
17602
8015
8015
0.5
8.99
-0.69
0.55
19
19565
18594
26598
1.5
10.19
0.41
1.53
20
21584
20575
47173
2.5
10.76
0.92
2.50
21
23660
22622
69795
35
11.15
1.25
3.So
Drainage Area
187000
4.293 ac
Intensity tc=5mm
lyr-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
Picnic Shelter =
200 sf
000%
Future Misc.=
3905 sf
Existing Pervious=
4.293 ac
Total =
3 735 ac
1D0.00%
87.00%
c=
0.35
Proposed Pervious =
0.558 ac
13 00%
c =
08525
Q1Yr-24hr=
8.64
cis
Q1124hr=
21.04 cis
Q1en=
13.24
cis
Q10,=
3224 cis
CN =
74
CN =
90
5 =
3.51
5 =
107
Runoff l-yr=
1.36 in
Runoff l-yr=
264 in
Runoff 10-yr=
3.94 in
Runoff 10-yr=
5.74 in
Tp1-yr=
29.8 min
Tpl-yr=
2342 min
Tp 10-yr=
56.4 min
Tip 10-yr=
33 27 min

MIKE TOLER CHRYSLER DODGE JEEP RAM
Pond Routing-lyr-24hr
Cap drilled 2" 3-12"SCH80 PVC
Tp= 23.42 #1 Orifice dia. 0.1667#2 Orifice dia. 1,000
Op-- 21.04 jArea 0.02181492 Area 0.7854
CL El 17.58 CL El 19.15
Inv EI 17.5 Inv El 18.65
#3 Weir
L (ft) ]22WeirElevation 20
Time
(min.)
T/Tp
Inflow
(cfs)
Stor
(d)
C. Stor.
(d)
Stage
(ft.)
Elev.
(ft.)
Outflowl
(ds.)
Outflow2
(ds)
Outflow
(Cfs)
Total
Outflow
0.00
000
0.00
0.00
0.03
0.00
17.50
0.0000
0.00
0.00
0.0000
1
004
0.09
284
2.94
0.00
17.50
0.0000
0.00
0.00
0.0000
2
0.09
0.38
14.13
16.96
000
17.50
0.0000
0.00
0.00
0.0000
3
0.13
0.84
36.51
53.47
001
17.51
0.0001
0.00
0.00
0.0001
4
0.17
1.48
69.57
123.05
0.02
17.52
0.0003
0.00
0.00
0.0003
5
0.21
2.28
11272
235.77
003
17.53
0.0008
0.00
0.00
0.0008
6
026
3.23
16517
400.93
0.04
17.54
00019
0.00
0.00
0.0019
7
0.30
4.31
22595
626.89
006
17.56
0.0038
0.00
0.00
0.0038
8
0.34
5.50
29398
920.86
0.09
17.59
0.0067
0.00
0.00
0.0067
9
0.38
6.78
36799
1288.85
0.11
17.61
00111
0.00
0.00
0.0111
10
0.43
8.13
446.64
1735.50
015
17.65
0.0171
0.00
0.00
0.0171
11
0.47
9.52
528.50
2264.00
018
17.68
0.0264
0.00
0.00
0,0264
12
0.51
10.93
612.00
2876.00
023
17.73
0.0333
0.00
0.00
0,0333
13
0.56
12.33
695.95
3571.94
027
17.77
0.0396
0.00
0.00
0.0396
14
0.60
13.70
778.74
4350.68
032
17.82
0.0456
0.00
0.00
0,0456
15
0.64
1502
858.86
5209.54
0.38
17.88
0.0513
000
0.00
0.0513
16
0.68
1625
934.86
6144.40
043
17.93
0.0568
000
0.00
0.0568
17
0.73
17.38
1005.36
7149.75
0.49
17.99
0.0621
0.00
0.00
0.0621
18
0.77
18.38
106909
8218.S4
0.56
18.06
0.0672
0.00
0.00
0.0672
19
0.81
19.25
1124.90
9343.74
0.62
18.12
0.0722
0.00
0.00
00722
20
0.85
19.96
117177
1051551
0.69
18.19
0.0770
0.00
0.00
00770
21
0.90
20.49
1208.87
1172438
0.76
18.26
0.0816
0.00
0.00
00816
22
0.94
20.85
1235.52
1295990
0.82
18.32
0.0860
0.00
000
00860
23
0.98
21.03
1251.24
14211.14
0.89
18.39
0.0903
0.00
000
00903
24
1.02
21.01
1255.73
15466.87
0.96
1846
0.0943
0.00
000
00943
25
1.07
20.81
1248.92
16715.79
1.03
18.53
0.0982
0.00
000
00982
26
1 11
20.42
1230.93
17946.72
1.09
1859
0.1018
0.00
000
0.1018
27
1.15
19.85
1202.06
19148.78
1.15
18.65
0.1052
0.00
000
0.1052
28
1.20 ,
19.12
1162.85
20311.63
1.21
18.71
0.1084
0.0010
0.00
0.1094
29
124
18.23
1113.92
21425.55
1.27
18.77
0.1114
0.1251
0.00
0.2365
30
128
17.74
1064.93
22490.47
1.32
18.82
01142
0.3308
0.00
0.4450
31
132
17 25
1022.99
23513.47
1.37
1887
0.1168
05794
0.00
0.6961
32
1.37
16.23
962.77
24476.24
1.42
18.92
01192
0,8563
0.00
0.9754
33
1.41
15.28
886.92
2536315
1.47
18.97
01214
1,1460
0.00
12674
34
1.45
14.38
813.78
2617693
1.51
19.01
01234
1.4352
0.00
15586
35
1.49
13.53
743.96
26920.89
1.54
19.04
0.1252
1.7175
0.00
18427
36
1.54
12.74
677.64
27598.53
1.58
19.08
0.1268
1.9889
0.00
21156
37
1.58
11.99
614.89
28213.42
1.61
19.11
0.1282
2.2464
0.00
2.3746
38
1.62
11.28
555.71
28769.13
1.63
19.13
0.1295
2.4880
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2.6175
39
1.67
10.62
500.06
29269.19
1.66
19.16
0.1306
2.7128
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28434
40
1.71
10.00
447.85
29717.04
1.68
19.18
0.1317
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3.0516
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1.75
9.41
398.98
30116.02
1.70
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0.1326
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3.2418
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179
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43
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1.73
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3.5692
44
1.88
7.94
271.11
31051.19
1.75
19.25
0.1347
3.5726
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3.7072
45
1.92
7.38
234.28
31285.47
1.76
19.26
0.1352
3.6937
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3.8289
46
1.96
6.95
20011
31485.57
1.77
19.27
0.1357
3.7994
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3.9351
47
2.01
6.54
16845
31654.03
1.77
19.27
0.1361
3.8904
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4.0264
48
2.05
6.15
139.17
31793.20
1.78
19.28
0.1364
3.9674
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4.1038
49
2.09
5.79
112.13
31905.33
1.79
19.29
0.1367
4.0314
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4.1681
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2.13
5.45
87.19
31992.52
1.79
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0.1369
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4.2201
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2.18
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1.79
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31277.40
1.76
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3.9834
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2.86
194
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31158.71
1.75
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0.1357
3.7958
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3.9314
68
290
183
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31036.07
1.74
19.24
0.1354
3.7421
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3.8775
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295
1.72
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30909.99
1.74
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0.1352
3.6869
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3.8221
70
299
1.62
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30780.97
1.73
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3.7654
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3.6490
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30380.53
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3 5898
74
3.16
1.27
-136.68
30243.85
1.71
19.21
0.1339
33962
000
35301

r'� LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: TGW. LLC
SECRETARY OF STATE ID NUMBER: 1253155 STATE OF FORMATION: INC
REPORT FOR THE YEAR: 2016
SECTION A:
1. NAME OF REGISTERED AGENT: WAGAMAN, K. DEAN
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E-Filed Annual Report
1253155
CA201609900981
4/8/2016 10:37
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
5369 Highway 70 West 5369 Highway 70 West
Morehead City, NC 28557-4509 Carteret County Morehead City, NC 28557-4509
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Rental
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
5369 Highway 70 West 5369 Highway 70 West
Morehead City, NC 28557-4509 Morehead City, NC 28557-4509
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: John W. Gainey, III NAME: Michael W Toler
NAME: K Dean Wagaman
TITLE: Manager TITLE: Manager TITLE: Manager
ADDRESS:
P.O. Box 1198
ADDRESS:
ADDRESS:
5069 Highway 70W 5369 Hwy 70W
Morehead City, NC 28557 Morehead City, NC 28557 Morehead City, NC 28557
SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
K Dean Wagaman
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form
4/8/2016
K Dean Wagaman Ma
Pont or Type Name of Company Official
DATE
Print or Type The Trtle of the Company Official
This Annual Report has been fled electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

NORTH CAROLINA, CARTERET COUNTY
This Instrument and thus ceAfiDate ale duty Ned at
the date and Om anp In the Book and Page shorn
on the first page ha
B
WARRANTY DEED
flu 1 MIN
FOR REGISTRATION REGISTER OF DEEDS
JOr L..,.
Dart eral c—tY. ND
October 25, 2012 02:23:17 PM
NC DEED 2 P
FEE: sx DD
NC REVW SIN, M N
FILE t 1425134
PREPAREDBY: BESWICK&GOINES,PLLC, 911 ARENDELL STREET, MOREHEAD CITY, NC 28557
J RETURN TO: BESW ICK & COMES, PLLC, 911 ARENDELL STREET, MOREHEAD CITY, NC 28557
STATE OF NORTH CAROLINA Excise Tax:$ 500.00
COUNTY OF CARTERET Parcel # 6356.0648.5795
6356.0648.5550
THIS WARRANTY DEED made and entered into this 25ih day of October, 2012 by and
between:
Julia M. Norris, married
425 Crestwood Drive
Newport, NC 28570
(GRANTOR)
and
TGW, LLC
5069 Highway 70 W
Morehead City, NC 28557
(GRANTEE)
ECEIVE
AUG 18 2010
BY:_
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 LOU 1 and 2 of the Recombination Survey titled "Murdoch Property" by Stroud Engineering,
P.A. dated March 8, 2004 recorded in Map Book 30, Page 445, Carteret County Registry.
SOOK-LULPAGE-ILL
V

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.
y ,.,R y f : '•}. u> (SEAL)
a gic Jut M. Norris
S 1E�
6 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 dey and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this U S day of 0 i k— 2012.
My commission expires: `,�`x��lE l rAf9ti N Lary Iblie ,tom
Printed Name of Notary I"l
z rn
UE
o
BOOK 1445 PAGE Llq

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MIKE TOLER CHRYSLER DODGE JEEP RAM
1 YR 24 HOUR
5 10 15 20 25 30 35 40 45 50 55
TIME (MIN)
60
Inflow (cfs)
—Total Outflow

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