SW8110206_HISTORICAL FILE_20110228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 1()Z 0�0
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
L HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2011 022 8
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
February 28, 2011
Mr Ricky James Benton, President
Black's Tire Service, Inc
PO Box 919
Whiteville, NC 28472
Division of Water Quality
Colleen H Sullins
Director
Subject State Stormwater Management Permit No SW8 110206
Black's Tire
High Density Commercial Wet Detention Pond Project
Brunswick County
Dear Mr Benton
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Black's Tire on February 24, 2011 Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set
forth in Title 15A NCAC 2H 1000 and Session Law 2008-211 We are forwarding Permit No
SW8 110206 dated February 28 2011, for the construction of the subject project
This permit shall be effective from the date of issuance until February 28, 2021 and shall be
subject to the conditions and limitations as specified therein Please pay special attention to the
Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands are made this
permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact
Kelly Johnson, or me at [phone]
Sincerely
e�lcottorgette Cott
Stormwater Supervisor
Division of Water Quality
S \WQS\Stormwater\Permits & Projects\201 1\1 10206HD\2011 02 permit 110206
cc Chris Russell, PE, East Coast Engineering & Surveying PC
Brunswick County Building Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 One
Phone [phone] FAX [phone] Customer Service 1 877 623 6748 1 v orthC1iot ttici
Internet www nmaterquality org Naturally
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No SW8 110206
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Black's Tire Service, Inc
Black's Tire
2650 Ocean Highway West, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until February 28, 2021, 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
This stormwater system has been approved for the management of stormwater
runoff as described in Section 18 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 35,362 square feet of
impervious area There are 17,753 square feet of impervious area developed
prior to 1988 This area is not required to be treated
A 50' wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters
4 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 0 square feet
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 110206
5 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
6 The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system
7 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a Drainage Area, acres
1 28
Onsite, ft2
55,868
Offsite, ft2
0
b Total Impervious Surfaces, ft2
35,362
Onsite, ft2
35,362
Offsite, ft2
0
c Design Storm, inches
1 5
d Average Pond Design Depth, feet
40
e TSS removal efficiency
90%
f Permanent Pool Elevation, FMSL
355
Permanent Pool Surface Area, ft2
3,537
h Permitted Storage Volume, ft3
4,823
1 Temporary Storage Elevation, FMSL
365
I Pre-dev 1 yr-24 hr discharge rate, cfs
1 35
k Controlling Orifice
1 03" 0 pipe
I Orifice flowrate, cfs
014
m Permitted Forebay Volume, ft3
1,457
n Fountain Horsepower
N/A
o Receiving Stream/River Basin
Sharron Creek / Lumber
p Stream Index Number
15-25-2-9-(2)
q Classification of Water Body
"SC, HQW"
II SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
q Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 110206
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 Decorative spray fountains will not be allowed in the stormwater treatment
system because the permanent pool volume is less than 30,OOOcf
6 The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times
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, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times
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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 110206
III GENERAL CONDITIONS
1 This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form The approval of this
request will be considered on its merits and may or may not be approved
2 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
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit
3 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
4 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) having jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 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
7 The permit remains in force and effect until modified, revoked, terminated or
renewed The permit may be modified, revoked and reissued or terminated for
cause The filing of a request for a permit modification, revocation and re -
issuance 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 The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes
11 The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit The renewal request must include the appropriate
documentation and the processing fee
Permit issued this the 28th day of February 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tar uoieer)-i 6umns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 110206
Black's Tire
Stormwater Permit No SW8 110206
Brunswick 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 specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 110206
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 protect is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized and located per the
approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
16 All components of the stormwater BMP are located in either recorded
common areas. or recorded easements
cc NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 7 of 7

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW -
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters
❑ Other WQ M mt Plan
2008 ❑ Ph II - Post Construction
❑ Universal Stormwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be pliotocopied 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 )
Black's Tire
2 Location of Project (street address)
2650 Ocean Highway West
City Shallotte County Brunswick Zip 28470
3 Directions to project (from nearest major intersection)
From the north intersection of US Highway 17 bypass and US Highway 17 business in Shallotte, travel north
on US Highway 17 bypass approximately 2,000 feet Project on the left
4 Latitude 33' 59' 18" N Longitude 78' 21' 26" 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 number , its issue date (if known) 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 ❑Drams 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 154 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
JAN 2 8 2011
Form SWU-101 Version 07Jun2010 Page I of
RIGINAL

III CONTACT INFORMATION
a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the protect)
Applicant/Organization Black's Tire Service, Inc. 'klht
Signing Official & Title Ricky James Benton, President/Owner
b Contact information for person listed in item la above
Street Address PO Box 919
City Whiteville State NC Zip 28472
Mailing Address (if applicable) SAME
City
Phone ( 910 ) 840-7559
Email
State
Fax ( )
Zip
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/Organization
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailmg Address (if applicable)
City
Phone ( )
Email
State
State
Fax
Zip
Zip
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/Organization Chris Russell P E /East Coast Eneineenniz & Surveying. PC
Signing Official & Title Project Engineer
b Contact information for person listed in item 3a above
Mailing Address PO Box 2469
City Shallotte State NC Zip 28459
Phone (910 ) 754-8029 Fax (910 ) 754-8049
Email crussell@eces biz
4 Local jurisdiction for budding permits Brunswick County
Point of Contact Allen Serkin Phone #
Form SWU-101 Version 07Jun2010 Page 2 of
(910 ) 754-4032
RECEIVED
JAN 2 @ 2011
B

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
The stormwater will be allowed to sheet Flow from impervious surfaces and into a stormwater collection
system The runoff will then be directed a stormwater detention pond onsite for treatment to 90% TSS
removal
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 PUD Approval 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 Lumber River basin
4 Total Property Area 170 acres
Total Coastal Wetlands Area 0 acres
Total Surface Water Area 0 acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area* 1 70 acres
Total project area shall be calculated to exclude the following the nornml pool of nnpounded struchires, the area
between the banks of streanis and rivers, the area below the Normal 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 = 71 9%
9 How many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
stormwater BMP For low densihj 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
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
Receiving Stream Name
Overall Project
Area
Sharron Creek
Wet Detention
Basin
Sharron Creek
Stream Class
SC, HQW
SC, HQW
Stream Index Number *
15-25-2-9-(2)
15-25-2-9-(2)
Total Drainage Area (so
73,838
55,868
On -site Drainage Area (so
73,838
55,868
Off -site Drainage Area (so
0
0
Proposed Impervious Area** (so
53,115
35,362
% Impervious Area** total
71 9
633
Impervious— Surface Area
Drainage Area _
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (so
4,339
4,339
On -site Streets (so
0
0
On -site Parking (so
31,023
31,023
On -site Sidewalks (so
0
0
Other on -site (so
0
0
Future (so
0
o
Z 13 2011
Off -site (sf)
0
0
1 tr
Existing BUA*** (so
17,753
1 0
--
Total (so
53,115
1 35,362
* Stream Class and Index Number can be determined at lnttp 1/portal ncdenr org/webfwgMslcsu/class) cations
Form SWU-101 Version 07Jun2010 Page 3 of 6

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 ofeaishng 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
Proiects in Union County Contact DWQ 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 NCAC 028 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 htto //portal ncdenr org/web/wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application instruction sheet and BMP
checklists are available from htto //portal ncdenr org/web/wq/ws/su/statesw/forms_docs The complete
application package should be submitted to the appropriate DWQ Office (The appropriate office may be
found by locating project on the interactive online map at http / /portal ncdenr org/web/wq/ws/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 hn //portal ncdenr org/web/wq/ws/so/statesw/forms does
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 org/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/managementfor
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifymg the site location If the receivmg stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map
7 Sealed, signed and dated calculations
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
f Scale
g Revision number and dates
h Identify all surface waters on the plans by dehneating 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 impou
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearmgs & distances
I Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevahons, finished floor elevations
I Details of roads, drainage features, collection systems, and stormwater control meas
JAN 2 8 2011
Form SWU-101 Version 07Jun2010 Page 4 of

10
11
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
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)
p Vegetated buffers (where required)
Copy of any applicable sods report with the associated SHWT elevations (Please identify _Qrie
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 DWQ to verifij the SHWT prior
to submittal, [phone] )
A copy of the most current property deed Deed book 2116/2666 Page No 1070/1159
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 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/Corporations/CSearch aspxx
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
httv ////portal ncdenr org/web/wq/ws/su/statesw/forms—docs 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 DWQ, 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 Chris Russell, P E
Consulting Firm East Coast Engineering & Surveying, P C
Mailing Address PO Box 2489
City Shallotte State NC Zip 28459
Phone (910 ) 754-8029
Email crussellQeces biz
Fax (910 ) 754-8049
IX PROPERTY OWNER AUTHORIZATION (if Contact Inforniation, iteni 2 has been Iled out, cortfpltift, 2that
section) JAM 2 (QI, (print or hjpe name of person listed tit Contact Information, item 2a) ceertZifown the property identified in this permit application, and thus give permission to ( name of p
listed is Contact Information, item In) with (pant or hype ianne of organiza
Contact Information, rtein 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 system
Form SWU-101 Version 07Jun2010 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 DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ 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 143-2151 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
Signature
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date
County of
personally appeared
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
I, (print or type name of person listed in Contact Information, iteni la) Ricky [allies Benton
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 storm
4te5 rules under 15A NCAC 2H 1000, SL 2006-246 (Ph II - Post Construction) or SL 2005-211
Signature
1.2s-
viw.
I,/_� I )alomah 4( 8 jc Nh(arSoh a Notary Public for
the_ (State o avv . County of
l i5\Urviglts do hereby certify that Riiri , [ &Vilwh personally appeared
before me thisca!~day of 1--7QnUnr4 QD I 1 and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal, �ht9A 4. 4C ��aAbt
SEAL
My commission expires o1,, fn Id�.011
JAIv
28201
Form SWU-101 Version 07Jun2010 Page 6 of 6

East Coast Enginn
ENGINEERS -
February 23, 2011
Ms Kelly Johnson
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
rg & Surveying, P.C.
ERS•SURVEYORS
Subject Black's Tire
Brunswick County, North Carolina
High Density Stormwater Permit Additional Information
Dear Ms Johnson
We received your request for additional information via email on 2/21/11 The plan sheet SW 1 has been
revised to include a drainage/access easement as mentioned in your email The two parcels will be
combined at some point in the near future and put in the name of the stormwater permitee It is our
understanding that once this has been completed, the easement will no longer be required because the
owner of the property and the owner of the permit will be the same A note to that affect has also been
placed on the revised plans Two sets of the revised plans are enclosed
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience
Sincerely,
J Christian Russell, P E
Enclosures
PC Mr Mark Frmk
File 1009 (Black's Tire)
RECEIVED
FEB 2-4 2011
BY
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL 910-754,8029 • Fax [phone]
FIRM LICENSE NUMBER C-3014

r
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
February 21, 2011
Mr Ricky James Benton, President
Black's Tire Service, Inc
PO Box 919
Whiteville, NC 28472
Division of Water Quality
Coleen H Sullins
Director
Subject Request for Additional Information
Stormwater Project No Sill 110206
Black's Tire
Brunswick County
Dear Mr Benton
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Black's Tire on February 3, 2011 A preliminary in-depth review of that
information has determined that the application is not complete Please add a drainage
easement for the wet pond and show its dimensions along with any applicable pipe sizes and
swale inverts on the plans
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to March 21, 2011, or the
application will be returned as incomplete The return of a project will necessitate resubmittal 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 kelly p Iohnson@ncdenr gov
Sincerely,
*ellyhnson
Environmental Engineer
GDS/kpI S \WQS\Stormwater\Permits & Projects\201 1\1 10206 HD\2011 02 addinfo 1102D6
cc Chris Russell, PE, East Coast Engineering & Surveying PC
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Omre Extension Wdm ngton North Carolina 2FA05 0f11, t
Phone [phone] FAX [phone] Customer Sennce 1-877-623-6748 NorthiCarolina
Internet w nmaterquahty org
— Equal Opportunity 1 Alfnnative Advil 6npioyr r NaturtAlJ

General Data Impervious, Drainage Area and Volume
PROJECT NUMBER SW8
110206
Reviewer
K Johnson
DRAINAGE BASIN
Lumber
Current Date
121 Feb 11
Original Run Date
121 Feb 11
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Wet Pend
No BMP In
DA
No BMP in
DA
No BMP In
DA
No BMP in
DA
No BMP in
DA
No BMP In
DA
No BMP in
DA
No BMP in
DA
No BMP in
DA
Receiving Stream
Sharron
Creek
Stream Index
15 252 a (2)
Class
Impervious Area
Proposed Impervious ALL IMPERVIOUS Total ft2
SC HOW
35 362
0
0
0
0
0
0
0
0
0
Onsite Bmldin s
4.3391
Onsite Streets
0
Onsite parking
31,023
Onsite Sidewalks
Onsite Other
Future
Offslte
Existing
Previously Permitted Impervious, Old Rule ft2
0
0
0
0
0
0
0
0
0
0
Onsrte Buildings
Onste Streets
Onsite Parkin
Onsite Sidewalks
Onsite Other
Future
OffsRe
Existing
Proposed Impervious, Subject to 2008/Phil Rule ft2
Drainage Area
Dralna a Area Previousiv Permitted ft2
35 362
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Onsite. ft2
0
Offsste ft2
0
Drainage Area Not Prev Permitted (or DA Added) ft2
55 868
0
0
0
0
0
0
0
0
0
Onsite ft2
55 868
OffsRe ft2
0
Drainage Area lust for Excel Iffrhen Statements),ft2
55 868
0
0
0
0
0
0
0
0
0
Is New DA Being Added Y or N
Y
Drainage Area Sub ect to Old Rule ft2
0
0
0
0
0
0
0
0
0
0
Drainage Area Subject to New Rule ft2
55 868
0
0
0
0
0
0
0
0
0
Drainage Area7e,ei Subject to (New+Old) Rule ft2
55668,
0
0
01
0
01
0
0
01
0
Percent Impervious Overall per DA
Volume Required
Volume Required, Old Rule ft'
63 30%
0
#DIV/01
#DIV/01
#DIV/0T
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Rvpee, nevalen,,,e,,, Old Rule
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Design Storm Old Rule 1n
00
Volume Required, New Rule ft'
4 327
Rvp,e Development New Rule
005
005
005
005
005
005
005
005
005
005
Rvpost De.empmem New Rule
062
005
005
005
005
005
005
005
005
0 OS
Design Storm 1 5 1n
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
Design Storm 1 r24hr 1n
Subject to SAD Y or N
IN
Required, s ft
4 327
0
0
0
0
0
0
0
0
0
Volume Reguired,maa, ft
0
0
0
0
0
0
0
0
0
0
Volume Required, Total Old +New) Rule ft21
4 327

Wet Ponds
PROJECT NUMBER SW8
110206
Reviewer
K Johnson
DRAINAGE BASIN
Lumber
Current Date
21 Feb 11
Original Run Date
21 Feb 11
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Minimum Surface Area
%impervious
Wet Pond
633%
No BMP in
DA
#DIV/01
No BMP in
DA
#DIVI01
No BMP in
DA
#DIV/01
No BMP in
DA
#DIV/01
No BMP in
DA
#DIV/01
No BMP in
DA
#DIV/01
No BMPin
DA
#DIV/01
No BMPIn
DA
#DIV/01
No BMP in
DA
#DIV/01
Lower Impervious
600%
#DIV/01
#DIV/Oi
#DIV/01
#DIV/01
#DIV/01
#DIVID[
#DIV/01
#DIV/01
#DIV/01
Upper Impervious
700%
#DIV/01
#DIV/OI
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
TSS 85 or 90
Lower SVDA
53
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Upper SAIDA
60
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/OI
#DIV/Di
#DIV/01
SAIDA ratio
55
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/aI
#DIV/01
PP Surface Area req ft
Storage Calculations
Elevation Top of Sediment bottom and fmsl
3090
2850
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/Oi
#DIV/OI
Elevation Bottom of shelf fmsl
3500
Elevation Permanent Pool fmsl
35 50
Elevation Top of Shelf fmsl
3600
Elevation Temp Pool fmsl
36 50
Area Top of Sediment bottom Rond
128
Area Bottom of Shelf ft
2 153
Area Perm Pool ft'
3 537
Area Top of Shelf ft2
5 086
Area Tem Pool W
5 581
Volume Provided(Temp Pool DWQ Calculated ft
4 823
0
0
0
0
0
0
0
0
0
Volume Provided(Temp Pool Provided Per Qonsuitom It
4823
Volume Required Cremp Pool DWQ Calculotad ft'
4 327
Consultant Reported Enough Provided Volume9
Y
Consultant Provided Enough Volume'
Y
Average Depth Option 1 or Option 2 Enter 1 or 2?
2
Average Depth Provided It
40
Average Depth OPTION
1 DWQ Calculated
It
211
#DIV/01
#DIV/01
#DIV/DI
#DIV/Oi
#DIV/01
#DIV/01
#DIVIOI
#DIV/01
#DIV/01
Average Depth OPTION 2 DWQ Calculated It
Forebay Volume
Permanent Pool Volume It
40
7 462
#DIV/01
0
#DIV/01
0
#DIV/0[
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/011
0
#DIV/01
0
#DIV/01
0
Forebay Volume Required ft3
1 492
0
0
0
0
0
0
0
0
0
Forebay Volume Provided ft3
1 457
Percent of Permanent Pool 18 22% is Target
20%
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/0[
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Max Pump hp
Drawtlown
N/A
032
N/A
0 DO
N/A
000
N/A
000
N/A
000
N/A
0 00
N/A
000
N/A
000
N/A
000
N/A
000
Av era a Head ft
Average Flow Qt ft/sec
0025
#VALUE[
#VALUE1j
#VALUE[
#VALUE[
#VALUEI
#VALUE[
#VALUE[
#VALUE[
#VALUE[
Average Flowos It
0010
#VALUEI
#VALUE'
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
Qz Area in
1326
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
Os Area in
0630
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
No of Orifices
1
Onfice Diameter in
1 03
Onfce Area jn2
0 833
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Weir Height in
Weir Length in
WeirC
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/Di
#DIV/01
Weir L Effective Len lh If
0 064
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Average Orifice Flowrate Q ft3/sec
0 016
D 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Runoff Coefficient Cc
0 250
0 250
0 250
0 250
0 250
0 250
0 250
0 250
0 250
0 250
1 yr 24 hr rainfall depth in
1 yr 24 hr Intense in/hr
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 coo
0 000
m 1 r 24 hr Pre Develo ent Q ft /sec
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Avg Orifice ffow<Pre Q2
N
N
N
N
N
N
N
N
N
N
Drawtlown days
318
#VALUEI
#VALUEI
#VALUE'
#VALUE'
#VALUEI
#VALUE'
#VALUEI
#VALUEI
#VALUEI
Soils Report Data
37001
Ground Elevation at Boring in Soils Report fmsl
Distance Ground to SHWT per Soils Report in
2400
Distance Ground to SHWT per Soils Report ft
200
0 DO
000
000
000
000
0 00
000
000
0 00
SHWT Elevation DWQ Calculated fmsl
35 00
000
0 00
0 00
000
000
000
000
000
000
SHWT Elevation Reported by Consultant fmsl
3500
Distance SHWT to PP ft
Design OK A Or_ Value c 0 5
050
0Do
ODO
000
000
000
000
000
000
000
Permanent Pool Elevation fmsl
3550
000
000
0 00
0001
0001
0001
0001
0001
000
Pump
NIA
N/A
N/A
N/A
N/A
I N/A
N/A
INIA
N/A
N/A
Max HP

Bottom
Bottom Shelf
PP
Top Shelf
TP
Basin
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
285
128
0
0
295
274
201
201
305
477
376
577
315
739
608
1,185
325
1,063
901
2,086
335
1,454
1,259
3,344
345
1,907
1,681
5,025
350
2,153
1,015
6,040
355
3,537
1,423
7,462
3601
5,0861
2,156
9,618
3651
5,5811
2,667
12,285
PP Volume 7,462 cf
TP Volume 4,823 cf
Forebay min 1,343 cf
Forebay max 1,492 cf

�avMlvaco c.v�
East Coast Engi
ENGINEERS
Fcbruary 2, 2011
Ms Kelly Johnson
NCDI,NR— Dnislon of Water Quahry
127 Cardmil Drive Fxiension
Wilmington, North Carolina 28405
Subject Black's Tire
Brunswick Countv, North Carolina
Aerial photo
Dear Ms Johnson
U per, lg2s'
g & Surveying, P.C.
ERS•SURVEYORS
On behalf of our Client, please find enclosed an aerial photograph obtained from the Brunswick County
archn es dated 1982 1 he site has been circled for N our corn emence Also enclosed is a copy of the NCDOT
plans improN ing I lighwav 17 in front of plans The as -built plan show the building and parking as it exists now
and has existed since it %gas built in the 60's These tno documents, when Viewed together, demonstrate that
the site was deN eloped prior to 1988 and therefore the e�isung impenious area is not subject to the current
stormwater regulations ENery effort has been made to capture and treat as much of the existing impen-ious
area as practical 1 he areas not captured will be allowed to follow the current drainage paths
Should you have any questions or comments or require any other information, please do not hesitate contacting
our office at your convenience
J Chrisuin Russell, P E
Enclosures
PC Mr Ricky J Benton (Owner)
File 1009 (Black's Tire)
RECEIVED
FEB 0 3 2011
BY
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL 910-754,8029 • Fax [phone]
FIRM LICENSE NUMBER C-3014

Project Name-nt_Pt_VL , II,¢c I Reviewer
Date
Rule(s) Subject (check all that apply
Li1995 Coastal U2008 Coastal ❑ Phase II ❑ Universal
Paperwork
CY Check for $505 (must be no older than 6 months)
Er' Application form with correct/original signatures (original plus 1 copy) If Corporation or LLC also
o Print the Info from the NCSOS
o Either, 1 ) The applicant is listed on the NCSOS with his/her correct title or, 2 ) A notarized letter of
authorization has been provided r�
❑,supplements (1 original per BMP) BMP type(s) ci� �o r J
❑:�,( &M with correctloriginal signatures (1 original per BMP, except level spreaders/filter strips and swales)
eed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
C✓Sotls report identifying the SHWT
G"upporting calculations, signed & sealed (if necessary)
UVReceiving stream classification SC 1 iAt9\,1 , If SA or ORW also
o SA USGS topo map with the site, the receiving waters and the Y2 mile radius shown to scale
o ORW 575 ft of MHWL for Area of Environmental Concern and max BUA per rule
Modifications 1 ) If built Designer's Cent 2 ) If partially built Partial Cert, 3 ) If not built No Cent needed
Development Type (check all that apply)
❑ Residential or U5;ummercial ❑ Deed restrictions match?
❑ Subdivision or ❑ Single Lot ❑ Deed restrictions match?
r✓ High Density or ❑ Low Density ❑ Deed restrictions match?
"w ❑ Offsite protect
-W ❑ NCG02 (bulkhead)
Density
❑ Redevelopment ❑ Modification ❑ Exempt
❑ NCG03 (clear/grade) ❑ NCG04 (linear)
❑ BUA calculations include common areas clubhouse, sidewalks etc
❑ BUA % 'It °i , Matches high/low density requirement for rule and receiving stream class
❑ No obvious math errors
❑ If High Density Design storm correct for rule and receiving stream class
Plans, signed and sealed (2 sets)
DiFwo sets received ❑ Layout (with proposed BUA dimensions) TP&&At%vW^S"^'S
admg E --Drainage area map (all HD systems & curb outlet swales)
icinity map fsYProlect Boundaries ❑ Legend
Wetlands � I bf�,,
o Delineated on plans o 'No wetlands onsite' on plans
❑ Details
o Roads o Cul-de-sacs o Curbing o Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
Offstte Protects
jDe igner s Certification has been submitted for the Offsite BMP receiving the runoff from the protect
Leeed restrictions have been recorded and a copy submitted for the Offsite BMP permit
Lot size has not changed from what was approved under the Master Plan
❑ Correct lot number is referenced on the supplement form
❑ ite system is in compliance with its permit, if known
Infiltra n Projects
❑ Soils report SHWT soil type, and expected infiltration rate are provided
❑ DWQ has conducted a site visit? Date
Wet Ponds Permanent Pool Meets One of the Following
/ ❑ Is located no lower than 6' below the estimated SHWT
❑ Incoming groundwater is quantified and evaluated, AND Storage volume verified AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions
Decision (check one)
❑ Complete Return file to admin (Jo Casmer) to log in (Stamped in received date = SIMS date)
❑ Slightly incomplete E-mail consultant request information to be returned within one business day (24 hours after
request Info requests on Friday allow a return on the following business day) If info not returned issue an
application return letter and give everything to admin (Add info received date = BIMS date)

Johnson, Kelly
From Johnson, Kelly
Sent Tuesday, February 01, 2011 11 00 AM
To crussell@eces biz'
Subject Black s Tire, State Stormwater
Chris,
I see that DA1 is the "whole" tract of land including DA2 which is the area to be covered by the permit I looked online
to see when the project was originally built, but Google Earth only goes back to 1993 Do you know if the site was
developed prior to 19887 If so, then this will be a mute point Just email me some aerial pictures or other
documentation for the file If it has been developed since 1/1/88 did it require either an E&SC or a CAMA Major when it
was built? If it did, then it would have required a State Stormwater permit back then and therefore would need to be
covered now If it is pre-1988 or if it did not require an E&SC or LAMA Major when it was built since 1/1/88 then it can
be permitted as it is presented I just want to be sure I understand what you are proposing
Thanks,
KJ
***My email has changed to kelly p iohnson@)ncdenr gov
KeLLl Johwsow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office 910 796 7331
Fax [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
1

04/01/2005
$170 00 57
JQaTU a I. � Get Mal Em.t.
G 3 � Excna Taz
PET \� I 5-
TOTAL-0 R'VjTCB-S0_
PEC@_CKAMTC
C' H— REF BY
branswick County --Register of Deeds
Rob.-rl J Robinson
inst ®258264 Rook 2116Page 1070
04/01/2005 01 06 llpn Rer4-2 Z cc, q(-O,
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SUf
NT
NORTH CAROLINA GENERAL WARRANTY DEED /
STATE OF NORTH CAROLINA _ -
_
COUNTY OF BRUNSWICK
a
THIS DEED, made this the 31st day of March I 2005, by and
between CATHERINE H CLEMMONS, Widow, party of the first part,
hereinafter referred to as Grantor, and RICHY JAMES BENTON, Married, of
P O Box 919, Whiteville, NC 28472, party of the second part,
hereinafter referred to as Grantee,
d
A I T "1 E S S E T H"
THAT the Grantor, for a valuable consideration paid by the Grantee,
the receipt of which is hereby acknowledged, has ana by these presents
does grant, bargain, sell and convey unto the Grantee, his Feirs and
assigns, in fee simple, all that certain lot or parcel of land situated
in Lockwood Foliy Township, Brunswick County, North Carolina, and being
more particularly described�as follows
TRACT ONE ,.
BEING ALL of Tract 1 containing 0 89 acre, more or less,
as more fully described in a survey plat dated 1 April
2004 entitled "Survey for Catherine H Clemmons of Tracts
1 S 2, prepared by James R Tompkins, PLS, and recorded
in Map Cabinet , Page 141, in the Office of the
Register of Deeds for Brunswick County, North Carolina,
to which plat reference is made and which is incorporated
herein for greater certainty_of-description of said
property _
TRACT TWO
BEING ALL of Tract 2 containing 0 06 acre, more or leas,
as more fully described in a survey plat dated 1 April
2004 entitled "Survey for Catherine H Clemmons of Tracts
1 6 2, prepared by James R Tompkins, PIS, and recorded
in Map Cabinet _3.a-_ Page 11HP in the Office of the
Register of Deeds for Brunswick County, North Carolina,
to which plat reference is made and which is incorporated
herein for greater certainty of description of said
property '
For back reference see Deed Book 170, Page 528 of the
Brunswick County Registry M
TpAM 005 Huh TWD 'N 6B CDMNJED 1= OW6 PAAiZ-L
TO HAVE AND TO HOLD the aforesaid lot or parcel of lana and all
privileges and appurtenances thereunto belonging to the Grantee in fee
simple
PREPARW BY DODGLAS W BAXLEY ATTORNEY
WITHOUT OPINION OF TITLE

�
Y -
2
Inst 1 2b8264 Rook 2116Page 1071
4ND the Grantor does hereby covenant with Grantee that Grantor is
seized of the premises in. fee simple,_that she has the right to convey
the same in fee simple, -that tittle is mar Ketable and free and clear of
all encumbrances, and that Grantor will warrant and aefend the title
against the lawful claims of all persons, whomsoever, subject to the
following exceptions
-Right-of-way for US Highway 17
-Utility easements of record
-2005 ad valorem property taxaa
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and
seal, the day and year first above wr_tten
SEAL)
CATHERINE H CLEHMNS
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of the County and State aforesaid, do hereby
certify that CATHERINE H CLEHMNS, Widow, personally appeared before me
this day and acknowledged the execution of the foregoing instrument
WITNE.:&."hand and official stamp or'seal, this 31st day of
March J'�e'yp4W. Sr,
�1T y --yam
At,UEtO o p+ tary Public
My Comttlg'gv#res I- 1`�.o(o
ep4, u.M°�p
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (orannexed) Cendieate(s) of
LINDA B MCDONALD
Notarypes) Public is (are) Cenihed to be Correct 1st ' -
This Instrument was filed for Registration on this ^_ Day of - April 2005
in the Book and pagi, shown on the First Page hereof
ICplrr,�[t �1u�oo� �$
RO E I RO�INSON Regwterof Deeds

Prepared by
Cratge & Fox PLLC _
701 Market Street
Wilmington North Carolina 28401
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
62666 P1159 °°-3° 306 00'
wr I>1��Illlllllll ll'll l'IIIIII III IIIr viboe::d: o°°
paa: °i oor s
Rohert 3 Rebanson Regaster or Goods
06-30-2007 14 Sl 00 000 Rr r wick County NC
NC REVENUE STAMP $270 00 (#T090)
Ret
Rev _ In1
/r/6___Ck0 Ca 184._
C __France
t]S mCrla i ^to
C ar s3' vE rtttl ^Y a'yNd�
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^C1RAIGE III FO) a PLLC
Atlarivin at
EAW
701. Imintasuvd
WANIOPM614C2114M
r. -
BENEFICIARY'S SPECIAL WARRANTY DEED
THIS BENEFICIARY'S DEED is made as of the :,Q�day of August 2007 between
BRANCH BANKING AND TRUST COMPANY AS TRUSTEE OF THE W DONALD
BLACK REVOCABLE LIVING TRUST AGREFMENT DATED OCTOBER 6, 2004,
( Grantor ) and RICKY J BENTON a citicen and resident of Columbus County North
Carolina (the Grantee ) whose addrus is Post Offitt Box 919 Whnevdle North Carolina
28472
' WITNESSETH
THAT WHERFAS W Donald Black died testate on the 4" day of January 2006 and
the Last Will and Testament of W Donald Black has been duly probated and is recorded in the
Otfrce of the Clerk of Superior Court of Hurry County South Carolina. Estate File Number 06
ES-26 185 and
WHEREAS Exemplified copies of the Last Will and Testament of W Donald Black has
been filed with the Clerk of Superior Court of Brunswick County North Carolina and
WHEREAS Article 11 of the Last R dl-and Testament`of W Donald Black devised the
real propene descnbed below to Beneficiary and
WHEREAS Article IV of the Last Will and Testament of W Donald Black appointed
Branch Banking and Trust Company as Executor and it has so qualified and

Illllll�ll�lillllllllllllllllllllll B?bert J R0inS
prunsu:c Ceur,tyi NC peplatar e! Daeas page 2 of S
.r
WHEREAS, Notice to Creditors of the Estate of W Donald Black has been published
and
WHEREAS less than two years have passed since tht death of W Donald Black and
WHEREAS the above named Executor does hereby Join in this Deed to evidence its
consent of the sale of the real property described below; and
The Grantor for valuable consideration Rid by the Grantee the receipt of which is
hereb} acknowledged has and by these presents does grant bargain sell and convey unto the
Grantee in fee simple all that certain lot or parcel of land situated in Brunswick Countv North
Carolina and more particularly described as follows
See Exhibit A attached hereto and incorporated herein by reterenu.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fet, simple
And the Grantor covenants with the Grantee that Grantor has done nothing to impair
such title as Grantor received and Grantor WILL WARRANT AND DEFEND the title against
the lawful claims of all persons claiming by under or through Grantor
The Executor gives no warranties of title
IN WITNESS WHEREOF the Grantor has duly exeuited the foregoing as of the day
and year first above written
BRA-4CH BANKING AND TRUST COMPANY
AS EXECUTOR OF THE W DONALD
BLACK ESTATE
By I�J
Worsham (SEAL)
1 whael Worsham Vice President
"BRANCH BANKING AND TRUST COMPANY
AS TRUSTEE OF THE W DONALD BLACK
REVOCABLE LIVING TRUST AGREEMENT
DATED OCTOBER 6, 2004
By' (SEAL)
1 ,, shad Worsham vice President
ai 'i

�IfilIIf11111fII�IIIIIfIIIIIIIIIIIII a266sPiisi,���
arwwacM Cp,a,ty ne R.,iatar pf eaaM paga 3 of 3
C
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, Rti �i 4M'\Stit) a Notary Public in and for the State and
County aforesaid do ereby certify that 1 Michael Worsham; V ice President of Branch Banking
and Trust Company Trustee of the W Donald Black Revocable Living Trust Agreement dated
October 6 2004, personally appeared before me this day and acknowledged the due execution of
the foregoing instrument for the purposes therem expressed
Witness my hand and notarial seal this the '� Q_ day of August 2007
a
Notary Pubh ' +�
=�� •> £' My Commission Expires
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
P a Notary Public in for the State and
County aforesaid do Rcert emby ify that 1 Michael Worsham, Vice President of Branch Banking
and Trust Company, Executor of the W Donald Black Estate personally appeared before me this
day and acknowledged the due execution of the foregoing instrument for the proposes therem
expressed
Witness my hand and notarial seal this the 3 o day of August 2007
Notary Public
?1Wu p
My Commission Expires
a

IIIHI�11911111111IIII IIIIIIII I Jl llir 126662
aP116a°: ooros aoo
EXHIBIT A
Being a 26% undivided interested in the following parcel
S
BEING ALI of that certain tract or parcel located in Lockwood I-olly Township Brunswick
County North Carolina being more particularly described as follows for a tie line to the
beginning point begin at a PK nail IO ated at the intersection of the centerline of State Road 1136
and U S I Irghway 17 thence with the centerline of U S Highway 17 in a northeasterly direction
477 38 feet to a concrete nail in the centerlote thence north 15 degrees 49 minutes 52 seconds
west 48 99 feet to an iron pipe of the northern right of was of U S Highway 17 bearing
coordinates Y-87 247 996 and X 2 144 763 22 the plzc9 and point of beginning From the
beginning point as thus described -thence north 15 degrees 49-minutes 52 seconds west t58 28
feet to an von pipe thence north �8 degrees 04 ntmutes 18 smonds cast 159 95 feet to an iron
pipe thence south 36 degrees 57 minutes 55 seconds east 186 27 feet to an iron pipe in the
northern right of way of U S Highway 17 thence with said right of way south 62 degrees 35
minutes 22 seconds west 11 21 feet to a monument in said right of way, thence with said tight of
way south 66 degrees 55 minutes 52 seconds west 211 58 feet to an iron pipe the place and point
of beginning, containing 74 acre more or less as more particularly described in a suri ey plat
dated 13 June 1990 prepared by Alt ic E Lewis R L S, entitled Plat for Ricky James Benton
William Donald Black John Ervin Malpas$ William Prederice-Moms' a copy of said plat is
attached and incorporated as Fxhtbit B 1
This property is subject to a ten foot temporary construction easement as shown on said plat and
is further subject to an acttess agreement as located on said plat
Being the same propertv conveved by deed dated July 22 1983 from Pearlie Mae Mayers
Widow to Lynwood Locklear and rewrded in Book 539 Page 815 Robeson County Registry
^ry
??F

IIIIIIIIIIIIIIIIIIIIIIIilllllllllllll s?66s P1163.� 57 060WO
81—s eke-Cpuaty NC R.,,.ter -f Deeds Peg. 5 of 5
1,
EXHIBIT•"B" `
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THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A �i F
LOCAL GOVERN MENT AGENCI FOR
LAND DEVELOPMENT REGU LATIDNS.
PLAT
mi
RIC�CEY 3saME5 !L
f
WILLIAM OONpp4C�v I �� I ?02i 76'4iCZz�
SOHw11 ER�II?d MAL�`s±`5�.��4�5'L, Z
WILLIAM FReacocC mazeIs /l M(YuppP IYLLY T'YT YYYp�K. rp W CYp11Y.
i /-�a • 1 YJ� ub W1I 13 7U 4E 191O
/ SW • IUY u[YYu�.
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c'194
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6
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rrecr a,.r.wc
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THIS MAP IS NOT A
AND HAS NOT BEEN
LOCAL GOVERNME
LAND DEVELOP
RIcjlEY
WILLIAM
souk
W { L (.i ha
CA-7"RIM Q/-I r�us
SAME
HaRRIS
Locagwo" roLLr-nvmv "twumewms CA wco"U"
scAuL r,&o' a►i a 13 7U uE 19 70
OVU" cATMAYOUC CLLMMOYS
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OYLtlY coon ♦ v[Y MLp; a IkC AL O J&,_WA
AYF CO�[CT 10 H OL'jr a, Mr ■„ 4&0&9i46 TMT
I cOMII.� ,t 4' fi so AS A &hM-V `
7At (Fort , F,i" [ IS , ,T,�}},`�v`
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T. 5 aW r.OAbrOrL[OGID 714 4[CUI,OY �
tr��, .r..o..o aF, sTwvool
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East Coast Engines ern g & Surveying, P.C.
ENGINEERS•PCA NERS•SURVEYORS
PROJECT NARRATIVE
for BAN 2 8 2011
Black's Tire 131,
ShaHotte, North Carohna
East Coast Engineering & Surveying, P C
January 2011
Black's 'I ire is an eusung retail ire business and is located at 2650 Ocean Highway West, approximately
2000 feet from the north intersecuon of US 17 bypass and US 17 business in Shallotte The Tar ID
number for the property is 1820007101 and 1820007102 Fhe total project area is 1 70 acres, and is
currently partially developed land The total hunts of disturbance for this project will be 154 acres The
"stormwater project boundary" is 128 acres and is smaller than the "project boundary area" due to the fact
that a portion of the project area is already developed and will not be affected during construction
The property slopes towards north and the northeast of the property Portions of the construction area
will utih7e silt fence as the primary erosion control device This will be sufficient in these areas due to the
small area and slopes A portion of the construction area will utilize a temporary diversion directed to the
proposed stormwater detention pond This area will present the greatest potential for sediment transport
and as such will use a more aggressne sediment control device The stormwater detention pond will
function as a temporary sediment trap during construction and then be converted to a stormwater
detention pond as designed on the stormwater plans I1ie pond will be cleaned out to design depths and
slopes once it is no longer required as a temporary sediment trap A temporary construction entrance will
be installed at the entrance to the site to prevent sediment transport during construction To prevent
sediment from entering the stomiwater collection system during construction, block and gravel inlet
protection will be used on the proposed curb inlets and catch basins These measures shall be inspected
regularly, and the accumulated sediment removed to prevent the conveyance of sediment to anv off -site
areas
The prnmary permanent erosion control measures that will remain after all disturbed areas have been
stabilized and the temporary measures arc removed will bL permanent grassing A seechng schedule along
with a construction sequence, project description and erosion control notes will be included on the plans
STORMWATER MANAGEMENT NARRATIVE
The proposed development will include an addition to the existing facility of 4,339 square feet of
associated impervious area The associated gddmonal asphalt parking will consist of 31,023 square feet of
impervious area
The proposed project is located within the Lumber River Basin Fhe proposed project drains to the
Sharron Creek which is classified SC FIQW
Stormwater runoff will be allowed to sheet flow to curb and gutter and then to curb inlets The stormdrain
system will direct the runoff to an onsite detenuon pond The discharge onfice is a 1" SCH 40 pipe with
an internal diameter of 1 03" This will drawdown the required storage volume in 4 2 days The pond has
been sized to provide 90% ISS removal and does not utilize a vegetative filter strip In the event of a
larger than design ram event, an emergency spillwav has been provided I he seasonal high water table was
observed to be at 35 00 FMSL and the permanent pool elevation (PPE) was set at 35 50 FMSL
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C-3014

East Coast Engi
ENGINEERS
g & Surveying, P.C.
ERS•SURVEYORS
Black's Tire
Stormwater Calculations
January 2011
Quo SEAL "I9� 9 i;
35054
CS GINS gam:
RECEIVED
JAN 2 S 2011
BY
4918 MAIN STREET . POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 29459 . TEL [phone] • Fax. [phone]
FIRM LICENSE NUMBER C3014

BLACKS TIRE
IMPERVIOUS AREA CALCULATIONS
BUll DINGS hU I URI SIDLWAI KS DO r AREA PARKING
4,339 0 0 31,023
TOTAL 35,362 SF
TOTAL 0 8 AC

BLACK'S TIRE
VOLUME CALCULATIONS
East Coast Engineering
and Surveying JCR
PEAK FLOW CALCULATION
Q=C*I*A
Q= 59cfs
C (umtless)
I (in/hr) = 71I , �s
A (ac) = 13
SIMPLE METHOD,
V=3630 *RD *RV*A
RV=005+(09`I\)
1 \ = IMPI RVIOU', \RI \/DIi \IN \Gl ARI A
DRAINAGE AREA (so=
IMPERVIOUS AREA (so _
IA (%) = 1 63 30%
V (co = 4,327 4
RD (ln) = 1"5 ^`,--^-�, tiyp DLtiIGN RANI \I I
RV— 062
A (ac) = r2836 "—f -,' Danw,u r \al \
SIMPLE METHODpost development
V = 3630 * RD * RV *A
RV= 0 05 + (0 9 - IA)
L\ = IDIPI R\ IOU, \RI \/DR UN \GI \RI \
DRAINAGE ARE-, (so= 55;868M-'
IMPERVIOUS AREA (so
IA (%) = 1 63 30%
V (cf) = 10,9628
RD (in) = 3'8` --s? DI W N RAINI Al I
RV= 062
A (nc) = 1'283, - DRAINAU WIA
�11� (i] 011Ill 13111o
SIMPLE METHODpne development
V=3630 *RD *RV*A
RV=005+(09 I\)
IA = IMPFRVIOU', \RI \/DRAINAGL \RI -A
DRAINAGE ARE A (so=
55,868 H
IMPERVIOUS AREA (evst) (so =
17;753a
IA
IA (%) = 31 78%
V (cf) = 5,9442
)=
RD (in) 38f",1'+�:"+DI 1I6N aAIN1 All
RV = 034
A (9c) = 1"283E S w DILVN\GI ARI \
Y1l►[9l a 7kYU 010I �
SIMPLE METHOD,,,,, pm, per BMP Manual
V=3630 *RD *RV*A
RVI=00�+(09`IA)
IA = I61PI RVIOU', \RI VDlt UN \C,L \RI \
DRAINAGE \REA (so=
55,868� �3v
IMPERVIOUS AREApe (s0 =
fla7;7,53�*
IMPERVIOUS AREA,,,,, (sf) =
35;362s;
IAp- (%) = 31 78% � -Rvp- (%)t=
0 34
IApOtu (%) = 63 30% 1 Rvp°e, (%),= 0 62
V (cf) = 1 5,019
RD (in) = 3 V "Vwe? DI SA N RAINI AI I
Rip,, t prc 1 0281
A (ac) = 1s3P DRAIN AGI ARIA
Rev 1/13/2011

BLACK'S TIRE
Wet Detention Basin Calculations
Pond 1
East Coast Engineering Surveying PC
JCR
Drainage Area (DA) =
55 868
sf or 1 28 ac
Impervious Area (IA) =
1 35 362
sf 0 81 ac
Percent Impervious I IA/DA 0 633 or 63 3%
SAIDA, 90% TSS TOTAL POND DEPTH = 7 00553 or 5 53%
AVERAGE POND DEPTH = 3 8
Mtn req'd SA @ PP (SA/DA)x(DA) 3,090 sf
DOES PROJECT DRAIN TO SA WATERS NO
MIN REQ STORAGE VOLUMEFROM BMP MANUAL P 3-5 4,327 cf
Surface Area provided @ PP Elev = 35 50 1 3 537 sf
Enough Surface Area provtded9 YES
Surface area at top of Veg Shelf 5 086 sf
Storage volume above PP & below Veg, Shelf 2,156 cf
Volume needed above Veg Shelf 2,172 cf
Surface area provided TP Elev = 36 50
5 581
Storage depth above Veg Shelf
0 50
Storage volume provided above Veg Shelf 2 667
Total Storage Volume Provided 4,823 OK
Total storage depth above PP 1 00 ft
AREAcemanentyool
3 537
AREAbottom_shelf
2153
AREAbodomyond
128
DEPTH below bot sh above see stor
65
AVERAGE DEPTH
38
Outlet Sizing
Q 2 day drawdown time
Min req d storage volume x (1 in / 2 days)
0 025 cfs
Q - 5 day drawdown time
Min reg d storage volume x (1 in 15 days)
0 010 cfs
Height
h (1/3 Min Storage Depth)
033 ft
C o
Constant
06
Required Area for Q-2
A = Q/(C x (2 h)"2
1 30 in
Required Area for Q-5
A = Q/(C x (2 h)'n)
052 in
Orifice Choosen
1 " SCH 40 1
1 03 in
CHECK
Area Provided by Orifice Choosen
A= n
0 83 in
Area Provided by Orifice Choosen
0 006 ftZ
The Average head
h = 1/3(Temporary Pool depth - 1/2(onfce diameter))
2 971 in
The Average head
0 248 ft
Q provided
Q = Ca(2gh)122
0 014 cfs OK
Revision Date Ill 3/2011

BLACK'S TIRE
POND ELEVATIONS
POND ELEVATIONS
TOP OF FREE BOARD ELEVATION =
3750
TEMPORARY POOL ELEVATION =
3650
TOP VEG SHELF ELEVATION =
3600
PERMANENT POOL ELEVATION =
3550
BOTTOM VEG SHELF ELEVATION =
3500
BOTTOM OF DEBRIS CLEANOUT ELEVATION = 2750
SWHT IS 24" BELOW EXISTING ELEVATION OF 37' 35

STAGE STORAGE TABLE
FOR
BLACK'S TIRE
ELEVATION
INCREMENTAL
TOTAL
STAGE
(fmsl)
AREA (SF)
VOLUME (CF)
VOLUME (CF)
0 (bottom)
2850
128 0
0
1
2950
274 201
201
2
3050
477 376
577
3
3150
739 608
1,186
4
3250
1 063 901
2,087
5
3350
1 454 1 258
3,345
6
3450
1 907 1 680
5,025
7 (bottom
3500
2,153 2 757
6 102
shelf)
8 (PP)
3550
3,537 1,422
7,524
L�
9 (top shelf)
3600
5,086 2,156
9,680yP
10 (TP)
3650
5,581 2,667
12,347

BLACK'S TIRE East Coast Engineering Surveying PC
POND VS FOREBAY JCR
POND VOLUME TO FOREBAY COMPARISON
FOREBAY
VOLUME
PP AREA IN FB (SF)
389
BTM POND AREA IN FB (SF)
59
DEPTH BELOW SHELF IN FB (FT)
650
VOLUME PROVIDED (CF)
1,457
VOLUME REQUIRED (CF)
1 505
BOTTOM VEG SHELF AREA (SF)
BOTTOM POND AREA (SF)
DEPTH BELOW SHELF (FT)
7 524
FOREBAY % OF POND 19%

GEFI.NAIFjl
BUSINESS CORPORATION
T ANNUAL REPORT
<rr .d3
NAME OF BUSINESS CORPORATION Black v Tire Service Inc
FKCALYEAR ENDINCr 2009
SECRETARY OF STATE CORPORATE ID NUNMB R 0192622
NATURE OF BUSINESS Tire Retad & Wholesale and Related Services
RLGISIBRED AGLNI BLNTON RK KI
RECrIS I ERED OFI ICE MAILING ADDRESS P O Bor 919
HOuteville AC 28472
E-Filed Annual Report
-1-0-5003069
For year2009
Do not data enter manually
STATE OF INCORPORA I ION NC
REGISTF_RED OFFICE STREET ADDRESS 30 Bitniore Road
1111nieville AC 28472 Cohimbnv County
PRINCIPAL OFFICE TELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS P O Bor 919
Whoevdle VC 28472
PRINCIPAL OFFICE STREET ADDRESS 30 Bionore Road
IFhitevdle NC 28472
PRINCIPAL OFFICERS
✓,1V ,9 q V
Nate Diwine B Benton
Nrmie Rickv 1 Benton
Title Sccretury
Title Prestaitnt
Address
Address
P O Bor. 99
PO Box 919
Cerro Gordo NC 28430
1i'lutevdle NC 28472
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Dianne B Benton
FOR,\I MUST BE SIG\ED BI AN OFFICER OF THE CORPMk I ION
Dianne B Benton
09/15/2009
DATE
Secretary
TYPF OR PRINT NAME TYPI OR PRINT I ITLE
ANNUAI REPORT FFF SI8 MAB TO Secretaryof State Corporations Division Post Offic., Box 29525 Raleigh NC 27626 0525

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Scheduled Site Visit Date and Time 1124111 (a) 0830
Project Name 1312AACiCS_TiKE County BRUNSWICK COUNTY
Street Address US HIGHWAY 17 BYPASS, SHALLOTTE, NC 28470
Directions from the nearest intersection of two major roads From the
intersection of the north intersection of US 17 Bypass and US 17 Business in
Shallotte, travel north 2000 feet on US 17 Business Project on the left
>1 acre being disturbed? YES NO CAMA Major required? YES NO
Consultant Name Chris Russell, PE Phone [phone] (Cell— 910-232-0692)
Consultant Firm Name East Coast Engmeenng & Surveying, PC
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
37
b Proposed Bottom Elevation
285
c Subtract a— b
85
d Add 2 ft Min Bore Depth)
105
e Sod Type
Infiltration Rate OK?
Actual Elev Of SHWT
h Max lowest bottom elev
Comments The site visit is for a SHWT pick only for the design of a stormwater
pond
Required Attachments
1 Legible vicinity map & written directions to the project
2 Compete Soils Report
3 Map of the site with the boring locations to be tested
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided The soils investigation does not take
the place of a sods report prepared by an appropriate professional The Sods Scientist will only
verify the sod conditions that are reported in the Sods Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H 1000, and
assumes no liability should the system fail
S \WQS\STORMWATER\FORMS\infiltration site visit for

ra
RFIS December 9, 2010
Soils Engineering and Testing Services
East Coast Engineering & Surveying, P C
Post Office Box 2469
Shallotte, North Carolina 28459
Attention Mr J Christian Russell, P E
Reference Seasonal High Watertable Estimate
Proposed Stormwater Pond
Black's Tire Addition
Shallotte, North Carolina
RFTS Job No 585-10
Dear Mr Russell
RFTS is pleased to provide testing services during the design phase of stormwater system for the
Black's Tire Store addition located at 2650 Highway 17 South in Shallotte, North Carolina
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on December 8, 2010, to estimate the seasonal high
watertable and classify the soils at one location identified by you The purpose of this testing was
to provide soil parameters for stormwater design
Seasonal High Watertable Estimate
A hand auger boring was advanced at one location near the center of the proposed pond to a
depth of approximately 5 feet below the existing ground surface near the center of the proposed
stormwater pond The encountered soils were logged and visually classified by depth and a
Munsell Soil Color Chart was used to determine the hue, value, and chromes of the visually
distinct soil layers Our soil logs are presented in Table 1
Soils encountered in our boring consisted of clean sands (USCS Soil Group SP) in the upper 24
inches below the existing ground surface Below the depth of 24 inches and continuing through a
depth of 37 inches clayey sand (USCS Soil Group SC) was encountered From 37 inches to the
boring termination depth of 59 inches clean sands (USCS Soil Group SP) were again
encountered Comparison of the soils to the Munsell Chart suggests the presence of a limited
zone of aerated soils indicative of the seasonal water level approximately 24 inches below the
ground surface within the unsaturated zone Measurements made 30 minutes after augering
indicate a depth to standing water in the boreholes of 45 inches below the existing ground
surface
RFTS PLLC Committed to Responsive Service Office 910458 1377
1305 3A Carolina Beach Ave N ivuiv rftspllc com Fax [phone]
Carolina Beach North Carolina 28428

East Coast Engineering & Surveying, P C
RFTS Job No 585-10
December 16, 2010
Page Two
In addition, to providing an estimate of the seasonal high ground water elevation, our personnel
also visually classified the soils in the bore hole for the purpose of determining their suitability
for use as structural fill in the budding pad and parking areas Based on our visual classifications
of the soils encountered it is our opinion that the spoils excavated from the stormwater pond
could be use as structural fill provided the soils removed are blended However, our hand boring
wds advanced to a depth of approximately 5 feet below the ground surface, the soil type below
this depth are not known
CLOSURE
Please find attached our field data and a sketch showing the approximate test location If you
have any questions after reviewing this letter, please do not hesitate to contact us at your
convenience
Sincerely,
RFTS,PLLC
6, G C'��
David L Winstead
Field Operations Manager
DLW/dlw
Attachments

J
Table 1
Munsell Soil Classifications
Proposed Stormwater Pond
Black's Tire Store Addition
Shallotte, North Carolina
RFTS Job No 585-10
Loc
Soil Description
Hue
Value
Chroma
Depth
Comments
(m
1
Topsoil
-
-
0-11
Dark Yellowish Brown fine to
IOYR
4
6
11-21
mcdium SAND
Brownish Yellow fine to medium
IOYR
6
6
21-24
SAND
Yellowish Brown and Red
1 OYR
5/4
8/6
24-37
SHWT@24"
Clayey SAND
Brownish Yellow fine to medium
1 OYR
6
6
3741
SAND
Very Pale Brown fine to medium
IOYR
7
3
41-53
H20@45"
SAND
White fine to medium SAND
1 OYR
8
1
53-59

alAfT.SiIRF
4♦IIq.AIPUn+tA 1 WF
l
y1�
I all�uCal
\ � I
SUP PLAN
tr
Lenend
e APPROXIMATE TEST LOCATION
SEASONAL HIGH WATER TABLE ESTIMATE
FIGURE 1
R
BLACK S TIRE STORE ADDTION
DRAWING NOT TO SCALE
RFTS PLLC
2650 HIGHWAY 17 SOUTH
DATE* 12/9/10
1305 3A Carolina Beach Ave N
Carolina Beach North Carolina 28428
Soils Engineering and
SHALLOTTENORTH CAROLINA
,
SKETCH DLW
Office 910-058-1377
JOB NO 585-10
REVIEW: DLW
Fax [phone]
Testing Services

East Coast Engi
ENGINEER'
January 27, 2010
Ms Georgette Scott
NCDENR — Division of \Viter Quahtv
127 Cardinal Drive Extension
Wilm ngton, North Carolina 28405
Subject Black's Tire
Brunswick County, North Carolina
I ligh Density Stormwater Permit
Dear Ms Scott
& Surveying, P.C.
URVEYORS
On behalf of our Client, please find enclosed for your review and approval the following information required
for a High Densit) Stormwater Permit for the subject project
• One original and one copy of the Stormwater Management PermitAppluation,
• Deed restrictions are not required for this project,
• One original of the Wet Detention Baran Supplement,
• One original of the Wet Detention Barn Operation and MaintenameAgreement,
• Project Narratne,
• USGS map with the site identified,
• Stormwater Calculations (Sheets 1 — 6),
• Fwo sets of plans releN ant to the Stormwater Submittal, sheets SPl — Site Plan, SP2 — Site Plan
Details, ECl — Erosion Control Plan, EC2 — Erosion Control Details SWl — Stormwater Plan,
SW2 — Stormwater Details and DAl — Stormwater Drainage Area Map,
• A copy of RFTS Soils Engineering and Testing Services Report of Seasonal 1 ligh Water 1 able
Estimation,
• Copy of the deed for the project, and
A Check in the amount of $505 00 to cover the required application fee
• Business Corporation Annual Report for the corporation
Should i on have any questions or comments, please do not hesitate contacting our office at vour corn enience
J Christian Russell, P E
Enclosures
Pc Mr Ricky J Benton (Owner)
File 1009 (Black's Tire)
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C-3014

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