SW8970138_HISTORICAL FILE_20150910

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

A7JO'0" AV
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 10, 2015
Mr. Don Carson, President
A-1 Hitch & Trailer Sales, Inc.
360 Ocean Hwy East
Supply, NC 28462
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 970138
A-1 Hitch and Trailer Sales
Brunswick County
Dear Mr. Carson:
Donald van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this letter references DEMLR as the Division responsible for issuance of the
permit.
On October 22, 1997, DWQ issued a modified high density State Stormwater Management Permit (#
SW8 970138) for the A-1 Hitch and Trailer Sales site at 346 Ocean Highway West, Supply in Brunswick
County. This permit expired on October 22, 2007. Per 15A NCAC 2H.1003 (h) (the stormwater rules), it
is your responsibility to submit an application to renew the permit 180 days prior to the expiration of the
permit. Please note that the current renewal period is 8 years. In order to bring this permit into an
active status, two renewals are required to be submitted as demonstrated below:
Renewal 1: October 22, 2007 + 8 years = October 22, 2015 (new expiration date)
Renewal 2: October 22, 2015 + 8 years = October 22, 2023 (new expiration date)
Upon review of the Brunswick County GIS website and tax records as well as aerial photos available
online, it appears that this property has been sold and a new development has been constructed. This
new development appears to have been permitted under State Stormwater Permit SW8 040201 for the
Brunswick Medical Campus. If this is the case, and the permit is no longer needed, please submit a
written request to have the permit rescinded.
However, if the permit is still needed, please complete and submit the renewal application available on
the DEMLR website at: http://portal.ncdenr.org/web/Ir/state-stormwater-forms dots. Ifyou .have sold
the project, or are no longer the permittee, the renewed permit must be transferred. In order to transfer
the permit, please complete the name/ownership change form that is also available on the website
address provided above. Additionally, your permit requires that upon a designers certification be
submitted to the Division to certify that the permitted facility has been installed in accordance with the
permit, the approved plans, specifications and supporting documentation. The Division does not
currently have a certification for this system in our files. Therefore, please include a copy of the
certification with your permit renewal request.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] • Internet: htta:llportal.ncdenr.orglwebArl

If a written response is not received prior to October 12, 2015, enforcement actions may be
initiated, which may include the assessment of civil penalties of up to $25,000 per day. If you
have any questions, please feel free to contact me at 910-796-7215.
Sincerely,
Christine Hall
Environmental Engineer
�� QS/canh 11Stormwater\Permits & Projects119971970138 HM2015 09 req_ren 970138
cc: Wilmington Regional Office File

Corporations Division
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, INC 2762"622 [phone]
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: A-1 Hitch & Trailer Sales, Inc.
Business Corporation Information
Sosld:
0410050
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
11/5/1996
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Carson, Cheryl Winans
Corporate Addresses
Mailing:
360 Ocean Hwy E
Supply, NC 28462-3348
Principal Office:
360 Ocean Hwy E
Supply, NC 28462-3348
Reg Office:
360 Ocean Hwy E
Supply, NC 28462-3348
Reg Mailing:
360 Ocean Hwy E
Supply, NC 28462-3348
Officers
Secretary: Cheryl Carson
346 Ocean Hwy E
Supply NG 28462-4042
President: Donald Carson
346 Ocean Hwy E
Supply NC 28462-4042
Stock
Class: COMMON
Shares: 100000
No Par Value: Yes
Account
Login
Register
http://www.secretary.state.ne.us/Search/profcorp/4852357
9/9/20l 5

Hail, Christine
From: Hall, Christine
Sent: Wednesday, September 09, 2015 3:19 PM
To: Lewis,Linda
Subject: 040201 / 061009?
Do you have these two files? I need to take a quick look at them to see if they overlap/replace an older permit (970138).
Thanks!
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

WR.il
May 22, 2007
Mr. Don Carson, Owner
A-1 Hitch & Trailer Sales
346 Ocean Highway West
Supply, NC 28462
Subject:: Stormwater Permit No. SV1189701387
A-1 Hitch & Trailer Sales
Brunswick County
Dear Mr. Carson:
Michael E. Easley, Governor
William G. Ross Ir., Secretary
North Carolina Department or Environment and Natural Resources
Alan W, Klimck, P.E. Director
Division 01'Waler Quality
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8970138
to Mr. Don Carson., for a High Density stormwater pond to serve A-1 Hitch & Trailer Sales on
8/25/1997. This permit will expire on 8/25/2007. Section .1003(h) of 15 A NCAC 2H .1000 (the
storrnwaterrules) requires that applications for permit renewals shall be submitted 180 days prior to the
expiration of a permit and must be accompanied by a processing fee, which is currently set at $420,00.
If this is still an active project please complete and submit the enclosed renewal application in a timely
manner. If this project has not been constructed and a permit is no longer needed, please submit a
request to have the permit rescinded. If you have sold the project, or are no longer the permittee,
please provide the name, mailing address and phone number of the person or entity that is now
responsible for this permit. Enclosed is a form for change of ownership, which should be completed and
submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility -has. been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to
Enclosures
cc: [Wilmington Regional -Office.,
Si
staff in the stormwater group at 910-796-7215.
ly,
r, 1Y�1 JL.
C'�lkiU �
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
North Carolina Division of %liner Qualily Internet: %v",w.ncwatcrgtiality�pre One
127'Cardinal drive Extension Phone [phone] North Carolina
Wilmington, NC 25403 Fax [phone] Va f r' lly
ff An Equal OpportunitylAirmalive Action Employer — 50% Recycledl10% Post Consumer Paper �/ L Ll`

� NORTH CAROLINA STO1tMWATER MANAGEMENT PEE M1T APPLICATION
i. GukaL�ItAL INFORMATION
('lease print clearly or type) ;
I, Project Name A-1 Hitch and Trailer Sales
2. Location, directions to project (include County, Address, State Road) Attach snap.
R46 C1t,.Pan -Highway Wesjt , SupLXp NC
3. Owner's Name Donald Carson, phone [phone]
4. Owner's Mailing Address 346 Ocean Highway West .
City Supply 1 State NC Zip 28462
5. Nearest Receivuig Stream Doe Creek Class CSW-HQW
6, Project description Construct acre marl parking lot on the 5.77 acre
project
11. PL'RMI1'.INP'OIWATION f
' 1. Permit No. (r'o be filled In by D WQJ
2. Application Date September_.8 , 1997 Fee enclosed $
—'—~ �rS1Y$970138--
3. Permit Type: New Renewal X'TModification (c�tisting.Permit .No.)-�---M -
4. Project Type: Low Density _XDetention Infiltration Redevelop_ ^Getteral Alter Offsite
j 5. Other State/Federal Permits/Approvals Required (Check appropriate btanks)
iCAMA Major Sed'uitentation /Erosion Control X 404 Permit
;,' BUILT UPON AREA (Please see NCAC 211.1005 (hru .1007for applicable density limits)
W :V.
xrly,'l,r'.+i' , 'Er•
DrainageDrainage111tlWg� J�
•�
�'�� ,f:•.�?I.'�'I �Ept3r i'1, .3i:+i ,�i
BaSiD Basin
Classnfnca)tton
CSW HQW
I✓xisti%tg Built -upon Area ;
k d�"! MlPiop_ used-l3uilt-upoti+Area ;i
l;otal I?roject Area ' :, i.•
5.77
i 1y'i jif
Breakdown of trn= erviowS--A a
(Please indicate below the design impervious area)
Buildings
Streets
Parking/SW 1 .8 8
Other
32.6
Totals
IV' i; FO1tiYI1YA'I ER ME (Describe how the runoff will be treated)
�-IR tiff will be dir ..„_{1-roLa the marl 1)ar4 Jng Iot via a.,t:imher curb
i •E ! Il, i ,.,
a':grassed Swale and into a wet_ retention pond._ All of the remaining
"project is to be grassed and graded to drain to the pond.

V. DkiDRES'1'R1C'I'IONSANI.)PROTECI'IVLICOVE,NANO Not: applical)le since -project
,. is trot a subdivision
Deed restrictions and protective covenants are required to be recorded for all low deusity projects and all
.ubdivisions prior to the sale of filly lot. Please see Attaclunent A for flee specific items plat must be recorded fur ale
}'pc of project applied for,
By your signature below, you certify dint the recorded deed restrictions and protective covenants for this project
shall.iiiclude all the items required by We perinit, that die covenants will be biud'uig on all parties and persons
claiwing under them, that they will rule widiIdie land, that die covenant camut be changed or deleted without
concurrence from Hie State, and that lllcy will be recorded prior to die sale of ally lot.
V1
OWNER'S CEMIFICATION
1, Donald Carson
5..
" certify that llte hiforuaatiou included on flits permit
(Please !tint eleatly or (}pe)
application form is correct, that file project Will be coilstructed in. conforInallce with the approved plans, "t
'tlt�&t�}CE}9F1&-�V�ll lio-fgCf3l�1B(l�lritl} lI-F �if-C83t41iblAtiS, and !fiat to the best of Iny knowledge,
!lie proposed project complies with the requiretneuts
of 15A NCAC 2H.1000.
'
I authorize the be.Ww named person or firth to submit stortnwater plaits oil illy behalf.
l__\�
Aate
Owner/Authorized Agent Signature and 'Title
V 11.
AC ENT AU'I.1I01UZATION (Please Jilt In the name of (hot englueerhurveyor authorized Io subr,rk platu on Ilse vimer'i behalf)
Person or firm uaine _ ❑mie S . Drt,i6kei P . E. - - -
Mailing Address P. O. 13ox �538
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City N . ' M
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State' SC .,`:Zip 29v97 !hone 803-2$0-5870
Please submit application, fee; Maus and
calculations to'tlie'appropriate Regional Office.
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North Myrtle Beach; SC 29597
SEP ' � • 2 'I997 : _ (803) 280=s 870
September ll, 1997• ; BY: ;
Ms. Linda.Lewis ..
NCDEHNR _f
Water Quality Section =
1.27 Cardinal Drive Extension • ;
'Wihnington, NC 28405,-3845." _
Re:. ' A-1 Hitch and Trailer' Sales .�
Supply, Brunswick County, NC -
" Stormwater Permit.No. SW8 970138
` Dear Linda: f '
Enclosed please find:
1.) ' . ' One completed N&ih Carolina Stormwater. Management Permit Application to modify the above
r referenced permit to include 0.42Ac of future marl parking. ,
2.) ' . TWo copies;ofthe,revised `Storm Water. Management Plan'; last revised 9=8;97:: F
Mr. Carson has decided to install "a marl parking area irraddition to what:was included in the originaC
permit application for this project. He would therefore like to build -the pond to treat this additional runoff' .
1' ai.this time, _before the pond is completed; . Addition of this impervious area. increased the percent ;
impervious to 32.6%. -To treat this additional. impervious area; the pond depth_is increased.from three feet
i to' four feet (see calculations on the plan).' #' 3 r
Please do ngt'hes,itate to`caIl.if you have any questions or require additional information. `1 know you are
:very busy,. and thank you again for your prompt attention to this project.
Amie' S. Drucker; P.E. '
cc: :.Mr. Donald Carson w/enc.'

State of North Carolina
Department of Environment,
Health and -Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director��
August 25, 1997
Mr. Donald Carson, Owner
346 Ocean Highway West
Supply, NC 28462
I
object: Permit -No. SW8 970138
A-1rHitch and Trailer Sales
High Density Commercial Stormwater Project
Brunswick County
Dear Mr. Carson:
I f`
The Wilmington Regional Office received the Stormwater Management Permit Application for A-1 Hitch and Trailer Sales
on January 28, 1997, with, final information on August 21, 1997. Staff review of the plans and specifications has
determined that the project,1as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 970138 dated August 25, 1997, for the construction of A-1 Hitch and
Trailer Sales.
This permit shall be effective from the Zof issuance until August 25, 2007, 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 concerting this matter, please contact Linda Lewis, or me at
[phone].
/ Sincerely,
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1970138.AUG
cc: Arnie Drucker, P.E.
Delaney Aycock, Brunswick County Inspections
Linda Lewis
Wil nim gton-RegionaLOffice�
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. M 97013R
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Mr. Donald Carson, Owner
A -I Hitch and Trailer Sales
Brunswick County
FOR THE
construction, operation and maintenance of a 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 Water Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until August 25, 2007 and shall be subject to the following specified
conditions and Iimitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 63,500 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

State Stormwater Management Systems
Permit No. SM 97Q138
DIVISION OF WATER QUALITY
PROTECT DATA SHEET
Project Name:
A-1 Hitch and Trailer Sales
Permit Number:
970138
Location:
Brunswick County
Applicant:
Mr. Donald Carson, Owner
Mailing Address:
346 Ocean Highway West
Supply, NC 28462
Application Date: January 28, 1997
Water Body Receiving Stormwater Runoff: Doe Creek
Classification of Water Body: "CSw HQW"
If Class SA, chloride sampling results: n/a
Pond Depth: 3 feet
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Offsite Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
45 FMSL
63,600 square feet
none per Engineer
7,498 square feet
7,501 square feet
5,817 cubic feet
8,890 cubic feet
46 FMSL
2 Iinear feet of 4"D ADS slotted pipe, with 2.01 square inches
of slot area per linear foot. Total slot area = 4.02 in2. Total
- average flowrate is 17 gpm.
3

State Stormwater Management Systems
Permit No. SW� 97Q138
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
6. The following items will require a modification to the permit;
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
7. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The permittee shall at all times 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 revegetation of side slopes.
d. immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. 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.
4. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.

State Stormwater Management Systems
Permit No. SW8 270138
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.
6. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
7. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall
be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion
of the property.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which
have. jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, 'including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
The permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all components
of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 25th day of August, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1-) -CC—K— !� V--) ,'\/_- t- _
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970138
5

State Stormwater Management Systems
Permit No. SW8 97QI38
A-1 Hitch and Trailer Sales
Stormwater Permit No. SW8 970138
Brunswick County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodical ly/weeklylfulI 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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
0

DIVISION OF WATER QUALITY
NOItTII CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
(Please print clearly or type)
1. Project Name A-1 Hitch and Trailer Sales
2. Location, directions to project (include County, Address, State Road) Attach map.
3. Owner's Name Donald Carson Phone [phone]
4. Owner's Mailing Address346 Ocean Highway West.-
City Supply State NC
Zip 28462
5. Nearest Receiving Stream
Doe Creek
Class
CSW—HQW
6. Project description
Construct 1.46
acre marl parking
lot on the 5.77 acre •
project
II. PERM1'1' INFO liMATION
1. Permit No. fro be filled in by D11'Q) z W n I C) I � 0
2. Application Date _ _March 25, 1997 _ _ _ Fee enclosed $ 385.00
3. Permit Type: X New Renewal Modification (existing Permit No.)
4. Project Type: Low Density X Detentioa Infiltration Redevelop General Alter Offsite
5. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedinientatiun/Erosion Control X 404 Permit
M. BUILT UPON ARE, A (Please see NCR 211.1005 thru .1007for applicable density limits)
Classification
Existing Built -upon Area
Proposed Built -upon Area
Total Project Area
= Drainage Drainage
Basin Basw
CSw 140W
O
1.46
5.77
% Built -upon Area 25
IV. STORl1'IWATER TRCA'I'MENI' {Describe how the runoff will be treated)
R[rnkdnum of ImnPr rvint�. ea
(Please indicate below the design impervious area)
Buildings
Streets
Parking/SW _ 1.46
Other
Totals 1.46
to a grassed swale and into a_wet retention p nd. All of the remaining
project is to be grassed and graded to drain to the pond.

V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS Not applicable since project
is not a subdivision
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
ubdivisions prior to the sale of any lot. Please see Attachment A for Elie specific items that must be recorded for the
ype of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
sliall.include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under tltein, that they will run with rite land, that the covenant cannot be clanged or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI OWNER'S CERTIFICATION
1, Donald Carson certify that the information included on this permit
Wlease print clearly or type)
application form is correct, that the project will be constructed ill conformance with the approved plans, that
siia daed-tarY, wlons will l,r, re-wrded n,;rt, �u rpll,,;rnd narr,,;r ,.,nd;,;,,,,, and Utat to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the be)w iianted person or firm to submit stormwater plans on my behalf.
Owner/Authorized Agent Signature and Title I Date
V l L AGENT AUhIIOKIZATION q iease fill in the name of the engineerlsurveyor authorized ro subnut plans on the owner's behalf.)
Person or firm name Amie S . Drucker, P.-E.'.
Meiling Address P.O. Box 538
City N. Myrtle Beach State SC Zip 29597 Phone [phone]
Please subunit application, fee, plans and calculations to the appropriate Regional Office.
cc: 'Applicant/1Vitt0//Ceiitral Files
9
RMWI-AJeorn
R
RECEIVED
MAR 3 1 1997
BY:Sw. P99N99

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
August 18, 1997
Mr. Donald Carson -
346 Ocean Highway West
Supply, NC 28462
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970138
A-1 Hitch and Trailer Sales
Brunswick County
Dear Mr. Carson:
The Wilmington Regional Office received previously requested information for the final processing
of your Stormwater Management Permit Application for A-1 Hitch and Trailer Sales on August 18, 1997.
In reviewing the file for final processing, I noticed that the Operation and Maintenance plan you had
previously signed was one we use only for infiltration ponds. I have enclosed the correct 0 & M for your
signature. Please return the signed document to me as soon as possible so that the permit may be written.
Please note that the requested information should be received by this Office prior to September 18,
1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl. S:1WQSISTORMWATIADDINF01970138.AUG
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

RETENTION POND MAINTENANCE
Project Name: A-1 Hitch and Trailer Sales
Responsible Party Name: Mr. Donald Carson
Address: 346 Ocean Highway West, Supply, NC 28462 Phone: 91Y-755-6025
After every runoff producing rainfall event, or at least monthly, ichever comes first:
1. Inspect the retention pond for erosion, trash accum tion, grass coverage, and general condition
of the facility.
2. Repair eroded areas immediately, re -seed a ecessary, keep side slopes mowed, and remove trash.
3. Check all grassed swales and drainage Ivert under driveway. Repair any broken piping, re -seed
swales as necessary, and remove traA.
4. Check the depth of the pond ev six months. If siltation has occurred to the point that only 75%
of the original design depth is rovided, remove the excess silt to the original depth. Do not
over -excavate, as this may ause the required water table separation to be reduced, and may affect
the ability of the system perform as designed.
1, Donald Carson, agree to b responsible for performing the maintenance items as listed above for this
project. I agree to notify DWQ of any problems with the system, or changes of the name of the project,
name of the wgponsible p6rty, or address.
Signature DateA/ T. T)
STORMWATER
D E C E I V E
MAR 311997
PROJ #

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- P:O_ Box 538
North Myrtle Beach' SC 29597
A [phone] ;
August 14,11997... y ti
' Ms. Linda Lewis . ,_ .. � . ' �':.RE
•�' � C ., • V
.,: `, • . .
NCDEHNR D
' Witter Quality Section 'AUG' 18 -1997
127 Cardinal Drive Extension "'. .
Wilmington, NC'28405; 3845 1 By; -
Re: A-1 Hitch'and Trailer Sales
Supply, Brunswick' County,:NC:
Stormwater Project No.. SW8 970138'
r Dear Linda:
Enclosed please find two (2) sets of,revised plans including the following revisions per your review.',
comments: '
+' L' The plans:have been.revised to provide, 7558 sf of surface area at thepond's�normal water level.
This satisfies the 0.17 ac surface area specified in the NCDEHN_R table to obtain removal of 900%.
TSS without a vegetative filter.',=
' : 2. Enclosed please find the calculations I previously faxed on' July 30;J997. showing that the 2' of 4".
l. perforated pipe will;discharge the stored first inch of runoffin 3.7 days and'the total -volume of
water above the normal water level in 4 days., Per our discussion this niorning, l;recalculated the
discharge.of the outfall' using the average head of 0.5' and -the corresponding average flow of:
1.7.16 gpm (from the ADS. rating curve): ,The tune required to discharge the total volume'of water
above the normal water elevation is: (8966 cf)(7.48.gallcf)/17.16gpm = 3908 min = 2.7 days:
This meets the 2R5 days release time specified in the storm water regulations.
3.. A trash guaid has been -added to the outfalbpipe'and isahown in'the Detention Pond kOutfall '
Structure detail. i
4. ' The plan has been revised to show the 6' vegetative shelf extending the' entire perimeter, of th'a
pond. It has'been add4to the Detention_ Pond & Outfail Structure detail..
-Please do not hesitate to call 'if you have any questions or require additional information to issue the storm
'. water management permit forthis project. x
Sincerely, ,
J • , Amie S. Drucker; P.E:
cc: Mr. Donald Carson. w/enc:

( . -
Al /f" 6 q7013F 8-1 -Cf .7
See ; F �y7r. 5 kn zlce5 �se4se
Vol , ct - 9 -sol 4` /o z 7R
z lirle24- Peer aF 4IlAo5 ix Z.C�( s rn/I� = ��C1Z 1,J2 { gofarea
�� � 5t
1"J 22d
ems. s
r2 �e. Prr, DQ.r l r�12 2.- pcxa .
5 fI 17
2
�cr Z l r,/ IGGu r 2 fe
LI
a8 U �f X �. g� z� �- (vc0 4 97 a
G -F Z4
5. 13 Cj .H1 (), /vw
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��lolrn Gnu- n�vre �cx�f of 4 `' rPeP ' S�vf Zi-Q2 = �. v� i1 2
'Ik por- Jr'm l aC)4 d 7r ) AP -S echn1'60 (
Post -it® Fax Note 7671
Date 3-0—CO pages 2-
To mie. D-uckcr
From b"ICI 2 QC,is
Co D t- a) 1
[
Co. l � vv1
Phone #
Phone #✓
Fax # '93 -Z q J - vO
0
Fax #

r
July 29, 1997ENDFIEI:Dj
Mr. Richard C. FlowersENDFIEIID
B&F, LLC, Bal-Flow, LLCENDFIEED
710 Arendell StreetENDFIELD
Morehead City, NC 28557ENDFIELD
970432ENDFIEI DPI
The Professional CenterENDFIELD
CarteretENDFIELD
Mr. FlowersENDFIEI:I?
April 30, 1997EN�L
July 28, 1997ENDFIEED
July 29, 2007ENDFIELD
970432.JULENDFIELD "
John Thomas, P.E.ENDFIELD
Garry YeomansEN�DFIELDO
a detention pondENDFIELD2
31 ENDFIELD'�
1-28 @10,800; 29 @26,200; 30 @36,000;
and 31 @38,000 1ENDFIEED
Calico CreekENNI)F.IELD
SCENDFIELD
n1aENDFIELD
5 4 4
6 6ENDFIEQ]-
24 17 27
21.5 27ENnF,IELD7
1,326,797 445;130 651,460
107,878 246,113ENDF1ELD�j
2.75 acres for Zion Hill Road, per Engineer!ENDFIEED} '
95,256 38,877 56,364
6,204 13,342ENDFIELD
159,000 46,000 140,000
6,200. 14,300ENDFIEI,D
115,810 37,922 54,758
8,650 20,482E_NDFIEED
127,200 37,600 56,000
8,680 21,450ENDFIEED]
24.8 17.8 27.4
22.9 28.5ENDFIEL''D�
40" 2x2" 4x2"
1.375" 2"ENDFIELD
-------------- I
9thENDFIEL
July, 1997ENDFIEID
ENDRECORD`

JUL-30_,
t "
i
0
1:40 PM
5U
1V
30
20
10
r r
OU'I FLOWS — ADS PIPE
11 '2 10 12
. • FMAD (tNCHES)
14 aG
P.05
Ql
(
)(A�
C3
FOR QUT1fLUW VALCULATIOUS
n[) a ' REa piPE
no + (A1*,1),+ (n2AH2)
\y
�
fi
OPEN A%: L AO
Slr1--_._ ....
2.01-0.02616
;d.U1—0.02616
7.ni —n n2riG
Al
0.47014
0,47014
a_n�014
U is HVAL)
2
i
R2
-------------�----------
0.16080 ,
0.16000
v.lGooU
112 Q
4
id
5 GPH/F7' (4 J
$�
in
1.56
4.4J
2.01
-0.07f f;
n.d7014
6,
0.16gpp
36
0.613
2.01
z.ol
—U.U1616
-0.02616
0.47014
0.47014
8 .
10
0.16080.
0.160130
64
loo
14.03
20.76 s-i°RAc
E
2.01
-0.02616
0.47014
12
0.160B0
144
28,77
2.01
-0.02616
0.67014
14
0,16000
196
38.07
2.01
-0.02616
0,47014
16
0.16080
256
48.66
T4 DiScHhRCi c� 57ottA(,lr ovCR '.'DAY
S`�tpS—ci 11 ��o -- o. n 34 A

1 JUL--36-97 WED 01 :36 PM
P.01
s 1 7
A
B
Consulting Engineers, t{ LC;
P.O. Box 538
North Myrtle Beach, SC 29597
803-280--5870
803-249-1400 Fax
FAX TRANSMITTAL
ENOINrEWRINO -- PLANNING
SEND TO
compvny ftemG
From
NCDF-HNR-Watt r Quali
Arnie Drucker
Atfanhhn
Date
Ms. L,irlda Lewis
Jul nO- 1997
Fax number 114003-
s number
+ 10-S5t3.20t]4
280-5874
U UrUenf ❑ RapryASAA
Tatel pages, lndudl ig cdwr,
COMMENTS
8
Flame coR mom
11 Pleeae►tvkeW R] Fnr yourlliAwnrarlon
.......... __......... ...................__.. ........................ ......._.._....._... .I..._.._
Linda,
. Enclosed pleasa fnd.a copy 9!.the ADS Technical Notes pertaining to hnw ti�eY..
calculate ....__ .... ...........................
culate the flow into the perforated, plea. As indicated, the dlscharge Cannol tie modelled
using. the conventional odficm equation. There are three 0.109_ sq._ in. slots,per cor yption
and 8 COrru�atipris par IincFlr foot of pipe: 7hie slots are positioned 120 degpe s_apart frurri�each_ wKw,
nereiore not all slots are contributing to th.e_flow into the pipe at all depths of runoff, Utilizing , ,
,..
ti-a ratino Darya, prcpgr0.�Y, ADC based upq� Eilc�ii tr,�lir i2, It takes_3.7 dajjs.to clISCharge _tne
.. ono, inch of runoff and 4 days to discharge ell of the storage.inthe pond above the NVVL. ..............................
.. '........ •.. ..l-ha.ve revised the surfhce area of the.pond to Mg!Af the minimum. required and havo.
added the vegetative shelf Turd a trash_gua,rd ro pyp pond a'oss-seotian. aril! ato meet
__ .........,.
I.Tuesday at 10;00 to discus:. the orifice sizing if you feel it is necessary, please - lei me Know
. if.I, srlould meet With you OF just 5end two copies of the revised plans ...._.....
................................. .... .. ._._.__ ............................... ..... .......
... ...... Thank you for your assislar�ud.

JUL--30-97 WED 01 :37 ISM
N
P . 02
aCA
'•�F71�+,,'.Y7+j.
.�i• ywt �, n . t� : • •,:
Tech Note 2.105 (91) f'-F+,r�j�
Re: Outflow from Perforated Pipes.���. _
Dcrte: 5ept9mber 1, 1991 }.`_::;,+ F cr+'' 'k'�'• .�f
RHv. Fwhm;4iy I. Int+
i�.J1 ,w1•i ••i v,
By: J.13. Onrldard 0.R. Ha,lliiiidI ���' }}�F'•;:ts"i; '�'r'"+e°%
ts�4";: �{Qa:nifV��f,i1'm�}�r�'+�_ �� y is ���.".'�',i, . •�' ' ?�,
CC
0uttlOW Ft= Pei 10ruted iPlpe
Introduction
In order to provide guidanC'•e to engineers in dpRi+dninrd drainage or recharge systems, ADS
curl hired a seriee of exhilration tests on pipe with standard perforations. It sl iuuld be
emphasized that these values are based on a free outlet (no backfill) through the perforations,
Infiltration is assumed to equal the measured exfiltration rates.
Tests were conducted in a(;2nrrlanCa with AASHT0 standard spec:ifirstinn M17S for porous
concrete plpw Althr}ugh InIonged for use with porous concrete pipe, the test method is
applicable to perforated pipes of all types,
Test Procedure
A 2-foot-long section was used for each size tested. The level of water In the pipe was
measured by maonQ-of a floating ,toff Gcaie a,c'curtla lu 1/10th of an Inch.
Forsmall diameter pipes, the flow rate was detertnirind by the time to fill a 21,25 liter bucket.
Far larger sizes, s V-notch woir was used.
Results
The results of the tests showed a consistency in the manner in which flow rate increased with
increasing height of watt?r in the pipe and wprP in lino with tho theory of flow through orificoc.
Variation in the inlet area of lho perforations impacted the flaw rateE in a h)car mumier with
flow increasing uniformly with increased open area for equal Dead.
A quadratic equation is used to represent the data. The best fit curves by the method of least
Gqueres ushry a logarithmic transfrilm4un are shown for each size: The equation conntnntn
are incluoed in the graphs inrl tahreS
TI Iu equa;iun is: Q = Ao {• AIH * A2H2 -
Where: Q = Quantity of walur iri GPM/ft.
H = Hoad of water above pipe invert in inches
AQ, As, & A2 are equation coefficients
ADVANCED nrtrarMCECYCI L'Mo. INC..=0 RIVERSIDE DR., r,❑, zi e�tr2, c❑ruMsua, GHkr ea t�1, t�14i 4!>�-dV67

Discussion
In design of perforated p1pe systems, the pipe is seldom used in a situation where it
has a free dinc:harge. through its perforations but le morc typically surrounded by gravel
or soil, In virtually every ce ao, the surrounding material will determine the Inflow or
outflow of a perforated pipo if the perforation opening area is in the range represented
by the tested pipe. Thus, particular attention should bo paid to tho pormoability of the
surrounding soil in designing these systems. An exnpllant reference for this work is tho
hook, Soepag4e, Dralnage, and Flaw Nc:la;, by Harry f1. Cedergren, publist iud by John
Wiley & Sons.
It should also be doted that the inlet capacity, utilized to the fullest, will quickly Bxcead
the flow capacity of the pipe. This is particularly true of AdvanEUUE and the smaller
pipe diameters. For guidance on flaw capacity of these pipes refer to ADS Technical
Note No. 2,109, Flow Cap,'&city.
11

JVL—Jb�'y f WtL 171 J7 YI'1
Tocllttfcol Ncftra No. 2.12.4
Re: Htdi 3tanciarq Pipe Hcrlorations
T-3utr: Fvul udl y 1. 1903
By: Ed Kampbell
1 r� . a ,�.. fiE.. ►.,,,� 'rye-.,� .r,';�•;.
. sr� , d'�+'t. �f � 7 � ` t.9 [�A+•i :. 1.'i•:, f a%I1T3 v�
TA
fo
i,,t-t•'; � �.y� i-: -+ ash i'rrr �• �,
•. hlhfAGrf•ttsmsfPMS.rrvc,�'
Standcad Pipe perforations
3,24"
I.D. Single Wall Pipe
Nominal
S:ot t_ongth
or
Nominal Water
I,D,
Perfrxation
D ameter. Max.
Slot Width, Max.
Inlet
Area
Porforatirw.
In. (mm)
Type
In.
(rnrr)
In. (mm) Sq.
In./Ft, (SQ, mnVm)
ConriOtirAtinn
3 (15)
Slot
0.}175
(22.2)
0,125 (3,18)
1.44
(3050)
8C
4 (100)
Slot
0.670
(22,2)
0 12.9 (.3,18)
2.01
0:1SM
D9
5 (125)
Slot
OJ1,75
(22,2)
0.125 (:1.1R)
2.01
(4250)
DE
E (IGO)
3101
0.(175
(22.2)
0.-125 (3,16)
2.01
(4250)
DE
6 (200)
slot
1,.'50
(31z)
O.125 (3.18)
1.57
(3320)
DE
10 (250)
Slut
I.Sj50
(31,b)
V.leb (a.1U)
1,20
(2670)
DE
1n (300)
SIVI.
p.rp
[rta r,)
0.125 (a.tt7)
3.;q8
(7.160)
UL
'12 (300)
Circalar
0,375
(9.52)
—
1.58
(3340)
H
15 (375)
Circular
0,975
(0.5;!)
-
1,56
(3340)
H
18 (450)
Circular
0."475
(9.52)
—
1,58
(3340)
H
24 (600)
Circular
0.375
(9.52)
—
3,00
(6350) 4.5' (115 mm) Centers
' Weat Coast only (USA)
Perfwatlon Configurations
A B C D
01�
n
t
e �
acne2 at 1801, 2 al 180' 3 at 120'
(gnd Irom 8)
E: 4s•
A
:{ �1 20• 4 al 44'
16W fr.m 0) (45" 110M F) Gat GD"
t `IOTF 1
ADS nlnp IA r)ArfnrZtted for wolar entry with glole or oiroulsr porforakno. Tho pt ti V ut+gnu rare uniformly 6-Nait1d
along the length and circumferenwe of the pipe,
NOTE 2
UnIQ22 oftrwico Cpooifiod, AIDS r:ripc is manulactured t0 CoAiply ,ritll thu vc�futatlVlr rdyulremenrs specifiea in the
Mowing Industry standards: AST►A r405, ASTM F667, AA5HTD M252, AASHTO M294, and SCS Code 606.
ADVAN(Wn nnaluAnr q'04% tMr.• 29oo nivrkn£tor on., r.o- L,4vuve. vwwry wi, mmm 4.v7 ..1, (qlq) a5f.jv,i

JUL--5079T WED 01 :41 PM 22 PP.06
°p
-i-Lw-t.
/ .... _.�.�. S/.�l NJ.
;2q 1P9 1 514•s"q 4.';
,u<<_.r�r��.rtr... �w.�iev.�..0 C. a 319a,n 72'7 �1u t_-

OUTFLOWS ADS PIPE
410 REG 'PIPE
o-------------
6
1-1 E N D (INCISES)
FACTORS FOR OUTFLOW CALCULATIONS
Vv ADS 4' REG PIPE
AO + (A1*H),+-(A.2*H2)
OPEN I1i LF Al
Al 11 HEAD A2 112 Q = GPM/FT
------------------- -------------------
2.01-0-02616 0.47014 0.16080
2.01 -0.02616 .0.47014 2 0.16080 4 1.56
2.01 -0.02616 0.47014 4 .0.16080 16 4.43
2.01 -0.02616 01.47014 6 0.16080 36 8.58
2.01 -0-02616 0.47014 8 0.16080 64 14.03 -ro P
2.01 -0.02616 0.47014 10 .0.16080 100 20.76 5-ro RA(
2.01 -0.02616 0.'47014 12 0.16080 144 26.77
2.01 -0-02616 0.47014 14 0.16080 .196 38.07
2.01 -0.02616 .0..47014 16 0.1608.0 256 48.66.
Ta 'D Sc- fl Am PC
S-1c 4
7. H �f C, A L
y A ) as, IG T, vv\

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
July 23, 1997
Ms. Amie Drucker, P.E.
AB Consulting Engineers
PO Box 538
N. Myrtle Beach, SC 29597
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970138
A-1 Hitch and Trailer Sales
Brunswick County
Dear Ms. Drucker:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for A-1 Hitch and Trailer Sales on July 7, 1997. A preliminary review of
that information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
1. The surface area shown on the plans was previously revised to 7,589 ft2 to provide the
minimum required permanent pool surface area of 7,405 ft2. Now the plans show the original
7,014 ft2. Please revise the plans to reflect the 7,589 previously shown.
2. I still cannot approve the 4" orifice. I believe it to be much too large. According to the
standard orifice equation; rearranged to solve for area, if A= Q/Ca 2gh, where A is the
desired orifice area, Q is the flowrate for a 2 day drawdown,q is the coefficient of discharge
(usually .6) g is gravity (32.2 ft/s 2), and h is the average head to the centerline of the orifice,
then a 4" orifice will draw down the volume in less than 8 hours. Can you please provide the
methodology and equations used to arrive at the flowrates and time that you show? Or,
recalculate the orifice based on the orifice equation, and revise the size. The rating curve you
provide makes no sense to me. What is it telling me?
3. Trash may not be able to enter the perforated pipe, but floating debris can certainly prevent
runoff from leaving through the perforations. Please provide a trash guard.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

Ms. Drucker
July 23, 1997
Stormwater Project No. SW8 970138
4. Please add the 6:1 vegetated shelf area to the pond section detail. Include elevations and slope.
Please note that this request for additional information is in response to a preliminary review. The
requested information Should be received by this Office prior to August 23, 1997, or the application will
be returned as incomplete. The return of a project will necessitate resubn*tal of all required items, including
the application fee. i
If you have any questions concerning this matter please feel free to call me at [phone]. .
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINF01970138.JUL
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 'telephone [phone] • Fax [phone]
An Equal Opportunity ATrmative Action Employer

North Myrtle Beach, SC 29597
L�.�/+•-y [phone]
.July 2, 1997
JUL,
Ms. Linda Lewis' �Ay
NCDEHNR BY: x Q
Water' Quality Sectionf,
•l27 Cardinal,Drive Extension
Wtlmmgton, NC 28405-3845
Re: A-1' Hitch and Trailer Sales `d q,
.�' Supply; Brunswick 'Cbunty,NC'
.l Stonnwater Project -No. SW8 970138
Dear Linda:
;tiicclooseT]d please find two {2) sets of revised plans including the following revisions per your review 1 •,
comments. a 1 - , 1 Ff Jr ' - ''f •Y
t' • The detention'porid'is io be constructed in the side of a hill.:The'southem bank ,along,the bottom,
W of the hill, will serve as.the emergency outfall for the pond, , A 150'•.sodded weir will,produce less ;
of an impact on the adjacent wooded' area than a concentrated flow from a -structure..:
2. • The vegetative shelf has been'extended around the entire perimeter of the detention pond.
3. Enclosed please find the'rating curve for,the 4" perforated'pipe outfall. The open areas•and #lows
shown are per, linear foofof pipe: "Our outfall includes two (2) feet of 4". perforated pipe. The
following table demonstrates the time it,will take to discharge the first inch of runoff from the- site. ,
.. - - Inc• Volume - • ' . -... - ..
Elevation (fi) ,Area fss % YOhmle_(cfj (gal) . O l�nm1 ,'Time -(min) .
' _45:00 7014 ' ?5Cf ' - 0 - 0 -0 V .
45.17 .7478 1232 -' - .9215- 9215 3.12. �2954
45.33.'. 7941 •2543 ' ` 19022-' 9807 - . 8.86 '1107
45:50 8405 � ' 3932' 29411 1'0389 . . ' l7.lb ',605,
1869 _ 5400' Y- 40392 Ab981.: 29''06 '391•'
46-00. 9796 ICY 9 8405 62869 22477 :41.52'. 541'
From the table above, it can be calculated that it will take 3.5 days (5057 miriutes) to draw down. _
i' the water in the, temporaryrstorage pooh, It can•also.be calculated that it will take almost 4 days to
ys
draw down the wafer'to the normal water level'ifthe pond -is full.'
- 4. Trash large enough to clog the,pipe will not be,able to enter the�pipe'via the perforations. A.trash .
+ ` rack was not added to the outfall pipe.' :

Ms. Linda Lewis : f
June *6 A 997
Page 2'
Please,do nat hesitate to call'if you have any questions or cequire;additional information.'
Sincerely,
:Arnie S. Drucker; P.E. ; .
cc: Mr. Donald Carson wlentIJ
1 1. ,' .! f l -• yI i,,- •• r 1 - . •• •• • r � ^] -
if - ' - .- r ` .. ' l - . ! ' , - ! _ ' • '

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
June 26, 1997
Ms. Amie Drucker, P.E.
AB Consulting Engineers
PO Box 538
North Myrtle Beach, SC 29597
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970138
A-1 Hitch and Trailer Sales
Brunswick County
Dear Ms. Drucker:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for A-1 Hitch and Trailer Sales on June 9, 1997. A preliminary review of
that information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
1. Please provide an overflow structure at elevation 45.67, and an emergency overflow at 46.
2. The vegetated shelf must extend around to entire pond perimeter.
3. The 4" orifice is too large. Please provide calculations in support of the 4" size which
indicates a drawdown time of 2-5 days. You may want to consider a bonafide outlet structure
which includes both an orifice and the overflow at the storage elevation. The orifice size is
based on the total volume stored in the pond between the permanent pool and the design pool.
4. Provide a trash guard for the overflow and the orifice. This may be hardware cloth fastened
over the orifice, a rebar grating, or expanded metal.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Ms. Drucker
June 26, 1997
Stonnwater Project No. SW8 970138
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 26, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
RSS/arl
cc:
1f you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
S:1WQSISTORMWATIADDINFO1970138.JUN
Linda Lewis
Central Files
2

K 2 ro t2 A —jEZ>1 —
OUTFLOWS - ADS PIPE
4" REG FI.PE
50
30 f
20
0
2 4 6 8 10 12 14 16
HEAD (INCHES)
FACTORS FOR OUTFLOW CALCULATIONS
ADS 4" REG PIPE
Q = AO + (A1*H) t+ ' (A2*H2 )
OPE Aa1 AO Al H HEAD A2 H2 Q = GPM/FT
.Ia--�-L----------------- --;----------------------------
2.01-0.02616 0.47014 0.16080
2.01-0.02616 0.47014 2 0.16080 4 1.56
2.01-0.02616 0.47014 4 0.16080 16 4.43
2.01-0.02616 0.47014 6 0.16080 36 8.58
2.01-0.02616 0.47014 8 0.16080 64 14.03 p
2.01-0.02616 0.47014 10 0.16080 100 20.76 STOIZ Ac
2.01-0.02616 0.47014 12 0.16080 144 28.77
2.01-0.02616 0.47014 14 0.16080 .196 38.07
2.01-0.02616 0.47014 16 0.16080 256 48.66 q rJ
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1997 RO. Box 538
North Myrtle Beach, SC 29597
By' [phone]
June 6,1997
Ms. 'L' da' Lewis
NCDEHNR
' Water Quality Section' A
127 Cardinal Drive'Extension ..
Wilmington, NC 28405-3845 -
Re: A -I Hitch -and Trailer Sales :
Supply, Brunswick County, NC ; -
Stormwater Project No' SW8'970138 .
' Dear Linda: t r
-� Enclosed please.find two {2) sets,of revised plans including the following revisions per your.review
comments:.
r L) �n'0
'A 4" outfall'culverthas been added to trie'detention pond:' Enclosed please find the iating table for . .
this structure. • y : .
2. Mr. Rob Moul of land Management Services has made a -site visit and will be forwarding a letter,
i with his findings. • At the time of our. site visit hepreliminaril' confirmed that.tliere' are no wetlands at the project.
3.. ",The -vegetative shelf and associated plantings have,been-added.. As.we discussed the other day, a
stone check dam has been added to t&-grassed swale'which directs the parking area runoff -into the ; -
pond to -make it -function as: a' fore6ay.
- 4. :•Enclosed,please find the orifice sizing calculations shown on the 4" outfall culvert rating table:
' 5 . The difference' in the elevations between the topographic survey and the USGS quadrangle is
probably due to a difference in datums used: There is an' existing swale between our. project and . r
'the property,immediate'ly north of the -site. It does not extend the entire length of the property;
however, the' undeveloped portion of tfie neighboring' site does_not appear to sdrain toward the `
proposed detention pond.
" 6. 'The detention pond has been enlarged to allow for 90% TSS removal per the NCDEHNR surface ;
area table.
7.. The surface area calculations have been revised for 90%TSS removal and take into account'
125.3%impervious cover. r

Ms., Linda Lewis
June 6, 1997
Pale 2
Please do not hesitate'to call if you have anyquestions"or require additional information_ 1'know you are
very busy and thank you agaiwfor your-prompt,attention to'this project.
' Sincerely,
.Arnie S.'Diucker, RE:' ;
' cc: Mr. Donald Carson w/enc.

�JUN-25-97 WED 02:53 Phi
.- V
P.01
FAX TRANSMITTAL.
A ENGINEERING -PLANNING
S
Consul Hn Engineers, FLLC
P.D- Box 538 -
North NlYrUe Beach, SC 29697
803-280-5870
803-249-1400 Fax
SEND TO
Company nomo Fmm
NCDEWNR-Water Q_ uality Amie Drucker
.4ttonflon Date
Ms. Linda Lewis June 25, 1997
Fax number Phone nu or
910-350.2004 803-280-5870
Urgent ❑ ReptyASAP ❑ Please comment ❑ Please review c] Faryourinfwmetion
Total Page$. lrtcluding cover. 2 W
COMMENTS
Linda............. .._..--- ..............1.........,.................. , .........---- .......... .••.............
................•.-....----... ... •--- .. ...---- ...., . .----•._ .... .........
Enclosed please find a c+spy of the llS AGQE General Permit Verification for the
A-1 Mitch and Trailer Sales farotect..l believe this is the vnlr outstandir>.item from yourlsst
review letter. Please do not hesitate to tail if_ypu have any questions or require .additional._..., ..
. _.info.nat on:to,llssue tFte storm. water mana0ement perM.it,far this projeq
Thank, you very.7iuch for.allp your assitancef.::: _ _ _

�JUN-25-97 WED 02:54 PM
P . 02
U.S, ARMS' CORPS OF ENGINEERS
WILMINGTON DISTPUCT
Action Id, 0 "7 0 County vX&I— -
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERMICATION
Property owner am . Qns-, "` --, �i `jHi La ct 61, +1 r •`�.? rr .�
Addreaa N f✓ ,
S
Telephone No,_.,
Size and Location of project (water byody, road name/number, towns. etc,) x 061-11__ . d" Ac e
!`
to
Detoription of Activity q euad
Applicable Lew: Section 404 (Clean Wags Act, 33 U-S C-1344),
(aileok all that apply) ,_., w '
Authorization: r erm t um1 n 7.—
-2—Nationwide Pormh Dumber,
Your work is authorized by this Regional General (ROP)'or Nationwide Permit (NWP) provided it is accomplished
in strict accordance with the attached conditions and your submitted plena, if your activity is subject to Section
404 (if Soollon 404 block above ischecked). bofQrc beginning work you must Also recelva it Section 401 water
quality certification from the N.C. I7ivigion of Environmental Management, telephono [phone]. Por any
activity within the twenty coastal counties, before beginning work you trust contact the N.C. Division of Coastal
Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP Qr NWP. Any viola don of the conditions
of the ROP or the NWP referenced above may subject the permittee to a stop work order, a reatoratlnn order, and/or
appropriate legal action.
This Dopariment of the Army RGP or NWP verification does not relieve the permittea of the recponeibility to obtain'
any other required Federal, State, or loci] approvals/permits The permittee may need to contact appropriate State
and local agencies before beginning work,
If there are any questions regarding this authorization or any 6f the conditions of the General permit or Nationwide
Permit, please contact the Corps Regulatory Official specific i below,
Dam
Corps Regulatory Official Telephone No. 1g10 -- 2C1— -1
Expiration Date of taariflcatian
SURVEY PLATS, FIELD SKETCH. WETLAND DELINEATION FORMS, PROYECT PLANS, ETC, MUST
1313 A77ACHED TO TH12 YELLOW (FIL13) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE,
F4MM duty 1906

M 5LATF a
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
May 13, 1997.
Ms. Arnie Drucker, P.E.
ABC Consulting Engineers
PO Box 538
North Myrtle Beach, SC 29597
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970138
A-1 Hitch and Trailer
Brunswick County
Dear Ms. Drucker:
The Wilmington Regional Office received a Stormwater Management Permit Application for A-1
Hitch and Trailer on April 22, 1997. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
This Office is unable to permit an engineered system without an outlet unless it is an
infiltration system that can hold and infiltrate the 25 year, 24 hour storm, ie., 8" of rain. If
infiltration is now to be the treatment of choice, a soils report indicating the type of soil, the
expected infiltration rate, the elevation of the Seasonal High Water Table, and the expected
drawdown time of the system must be submitted. Additionally, a site visit must be scheduled
with the Regional Soil Scientist to verify the conclusions of the soils report.
2. If you are not sure if there are wetlands on site, you must contact the Corps of Engineers to
schedule an evaluation, or get an evaluation done by a company recognized by the Corps to
flag wetlands. You must state ON IIETLANS that no wetlands exist, or you must provide
the map of the delineation. No stormwater treatment systems may be located in jurisdictional
wetlands unless a permit is issued allowing them to be filled.
3. Forebays and the vegetated shelf are not options, they are design requirements. I do not have
the authority to waive design requirements. The site may currently be.mostly grass, but that
will in all probablity change in the future.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Ms. Dnlcker
May 13, 1997
Storinwater Project No. SW8 970138
---------------------------------------------
4. Please provide orifice sizing calculations, if keeping the detention pond design.
5. I disagree with the off -site runoff. The quad sheet provided does not agree with the topo
shown on the plans. The quad sheet shows a 40 contour through the middle of the site, rising
to 45 to the -east, while the plans show a 46 contour rising to 55 to the east. The rising
contour toward the east suggests that runoff may be entering from the east side, depending
on how much more the contour rises toward the east. Please verify and either show the off -
site area and account for it in the pond design, or reroute it, or state on the plans that no off -
site runoff enters the site.
6. If you are using the 85 % TSS chart, then you MUST provide a vegetated filter per the
enclosed detail. Again, this is a design requirement, and is not optional. The vegetated filter
can be deleted if you use the 90 % TSS chart. This will increase the pond's required surface
area at the permanent pool.
7. Your rounding down early in the calculations (ie. , 25 % vs. 25.3 % impervious, SA/DA of
2.1 vs. 2.124, a required surface area of .012 acres vs..012117) has thrown off the end result
to the point that even the increased surface area you now provide, 5,219 square feet, is not
sufficient. The minimum surface area required is 5,340 square feet, and the minimum volume
is 5,817 cubic feet..
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to June 13, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINFO1970138.MAY
cc: Linda Lewis
Central Files
J27 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

APR ,
P.O.. Box 538 BY:
` Noi-th Myrtle, Beach, SC 29597
f - f [phone]
April`I8, 1997 '
Ms. Linda Lewis
NCDEHNR
Water Quality Section ;
127-Cardmal Drive Extension: - =
Wilmington, 'NC 28405-3845'
Re: A-1 Hitch and Trailer Sales.,,..'.
Supply, Brunswick County;'NC'
Stormwater. Project No. SW8 970138
Dear Linda.. `
J , ' Enclosed please fiiid two (2) sets of revised plans' including the following revisions per your. review
,. comments: - -
1:: The O & M provided.was tailored to a-retei tion pond. ' It does,not have an outfall structure,'
forebay, etc. to maintain: "
. f
'2,. A vicinity map was,added to -the plan:
3: ..There,does not appear to be any wetlands on the site.. L _
t 4. Enclosed please find a copy of the Shallotte USG. Quadrangle for this site: The topography
indicates that the runofFfrom adjacent properties is not directed toward the proposed pond.,
„ .. . •
5.:. '.The, retention pond designed for this project does not have an outfall-structure: As I m' tioned-,in -
my March 25, •! 997- letter; to discharge the required 5865 cf of stored runoff aver two days; the `
outfall structure could only'release 0.03 cfs: A.structure that.wouldrelease the water at this rate .
' would be too small to maintain free -from obstructions'. The upper layers of soil at the site are very .;'.
sandy,and should.exfiltrate the runoff at a rate equivalent to releasing the stored water over two to • `
five days, thereby meeting thestorm water regulations. ^ `
6: A forebay was not provided since the pond is a ,retention pond with no concentrated inlet. ;
7.. The average grade ofthe property is only4%.' All'ofthe areas adjacent to the pond will be..
igrassed. There are no concentrated discharges to thepond. It,seems the vegetative shelf is ;
unnecessary:
8. The permanent pool and storage pool elevations have been added to the pond section
9. There is no outfall structure designed for this pond.

4 W. I -

MS. Linda Lewis
April -18, 1997 ;
Page 2 _
' 10. The, owner has infbrmed,us that the entire property, except for the marl parking, will be grassed: ,
`s 'The 30' buffer was added to the plans a5 a formality.
w .11. The pond has been lengthened to ensure it Pr the necessary volume to store the first inch, of,
runoff' ;
•Please do not hesitate to.call if you have any questions or,require addiiional:information. I know you are 1
k very busy.and thank you again for your prompt attention to this project.
f . c y;i'
Amie S- Drucker, A.E.' '
cc:.' Mr. -Donald Carson =

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
April 8, 1997
Ms. Amie S. Drucker, P.E.
ABC Consulting Engineers
Post Office Box 538
N. Myrtle Beach, SC 29597
Subject: ACKNOWLEDGIlVIENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970138
A-1 Ditch and Trailer
Brunswick County
Dear Ms. Drucker:
The Wilmington Regional Office received a Stormwater Management Permit Application for A-1
Hitch and Trailer on March 31, 1997. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. The O & M provided does not address several items covered by the enclosed form. Please
either incorporate all required items in your document, or have Mr. Carson sign the enclosed
form.
2. Please add a vicinity map to the plans.
3. Delineate all wetlands on site, or note on the plans that none exist.
4. Is there off -site runoff entering the project from the north and east? The contours suggest that
there might be. Please either account for this runoff in the pond design, or reroute the off -site
runoff around the pond.
5. Provide an outlet stricture detail. Include the orifice details and relevant elevations. Locate
the structure on the plans, as far away from the inlet as possible.
6. Provide a forebay at the inlet. The forebay must be able to hold 20 % of the volume from the
first V of runoff. _ ---->
127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

t
Ms. Drucker
April 8, 1997
Stormwater Project No. SW8 970138
7. Provide a 6:1 vegetated shelf around the pond, planted with wetland species. Locate the shelf
so that it will be inundated periodically.
8. Add the vegetated shelf width and elevations to current pond section. Add the permanent pool
and storage pool elevations to the detail.
9. Provide orifice sizing and drawdown calculations. Base the orifice size on the actual volume
in the pond between the permanent pool and the storage pool.
10. Add a vegetated filter to the plans, since you have used the 85 % TSS chart. See the enclosed
detail.
11. Both the surface area and the volume in the pond, based on the dimensions given and scaling,
are deficient. Please use square feet and not acres. Rounding on the acreage results in errors.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to May 8, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATIADDINFO1970138.APR
cc: Linda Lewis
Central Files

,.R.O' Box 53V,.
North.M' ' e Beach, SC 29597.
_ (803) 28075870 ; ..
March 25; 1997
Ms: Linda, Lewis'
NCDEHNR
` 'Division of Environmental Management
�. Water Quality Section' _
127•.Cardinal Drive; Extension ,
Wilmington,,NC 28405-3845
Re: A-1 Hitch and Vailer Sales.
Dear Linda:
Enclosed please find a storm.water management permit' Application:package for,the above referenced,
project, including the following: .
1. Two (2) copies of the "Storm Water Management Plan"; dated 3-25-97
2..' ' One,(1)•original completed Storm Water Management Permit Application:.
` ,3, One(1) original signed Retention Pond Maintenance:Agreement
4. One Q) check in the amount•of $385.00 for the application' -fee:
;4 The retention pond.designed for this project does,not have an oirtfall structure based upon the small amount'
of release allowed from the pond'by the regulations.• To discharge the required 5865. cf of stored runoff
• over two days, the outfaII structurewould; only'release 0,03cfs. A structure that would release the water at
that rate would be too small.to maintain free of obstructions. jhe water should exfiltrate into.the ground, at
a 'rate equivalent to reliasmg the stored'waier over two to five days, thereby.meeting the storm water'
regulations.
Please do not hesitate to call if you have,any question's or require' additional information.
Sincerely,• . - • . . • , . , : ' ;' .= • ;
i . Amie S'..Drucker, RE.
cc- Mr. Donald Carson [B:71 ,

!
2 q 4 I
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m' SENDER:
:2 ■ Complete items 1 and/or 2 for additional services.
I also wish to receive the
cm ■ Complete items 3, 4a, and 4b,
following services (for an
m a Print your name and address on the reverse of this form so that we can return this
extra fee):
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■At t this form to the front of the mallpfeos, or on the back if space does net
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perm■ Write'Retum Receipt R uested' on the mailpiece below the article number.
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Consult postmaster for fee. a
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5. Received By: (Print Name) 18. Addressee's Addfessf(Onfy if requested
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UNITED STATES POSTAL SERVICE
—
First -Class Mail
Postage R Fees Paid
?drr1nit_No;. G-t 0
• Print your name, address, and ZIP Code in this box •
NC DEf;::_R - DWO WATER QUALITY SE
127 CARDINAL DRIVE EXTENSION
_WILMINGTON NC 28405-3845
ATTN: BRENDA SHUMBARGER
fs IElE1�1lI�lElkkl'Ikllf�lllllllE�l11lllillE�l�lil�lll E!llEf�l��

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
January 28, 1997
CERTIFIED MAIL P 146 525 294
RETURN RECEIPT REQUESTED
Mr. Don Carson, Owner
A-1 Hitch and Trailer Sales
346 Ocean Highway W.
Supply, North Carolina 28462
Subject: REQUEST FOR STORN[WATER MAINAGENLENd`
PERNUT APPLICATION
A-1 Hitch and Trailer Sales
Brunswick County
Dear Mr. Carson:
On January 28, 1997, the Wilmington Regional Office received a copy of the Sedimentation Erosion Control
Permit Application for A-1 Hitch and Trailer Sales. The North Carolina Administrative Code requires any project that
must receive either a Sedimentation and Erosion Control Plan permit and/or a CAMA major permit to apply for and
receive a Stormwater Management Permit by the Division of Water Quality. Any construction on the subject site, prior
to receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate
enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal date must
be received in this Office no later than February 28, 1997, or the subject project file will be closed and construction may
experience a subsequent delay. If you have any questions, please call me at (910)-395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
KEfarl: S:1WQSISTORMWATISTORMSUB1970138.JAN
cc: Delaney Aycock, Brunswick County Inspections
CL"inch`-Le'wis7
127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone [phone] • Fax [phone]W4
An Equal Opportunity Afnnative Action Employer

Driving Directions from 127 Cardinal Drive Ext, Wilmington, NC to 346 Ocean Hwy W, ... Page 1 of 2
jI.
Start: 127 Cardinal Drive Ext
Y1�1 Ai fA�TfajjgWilmington, NC 28405-5406, US
J�End: 346 Ocean Hwy W
Supply, NC 28462-4042, US
Notes:
Only text visible within note field will print..,
Directions
Distance
Total Est. Time: 44 minutes Total Est. Distance: 33.84 miles
1: Start out going NORTHWEST on CARDINAL EXTENSION DR toward 0.1 miles
MARKET ST / US-17 BR.
2: Turn LEFT onto US-17 BR / MARKET ST.
0.4 miles
3: Turn RIGHT onto US-74 W / MARTIN LUTHER KING JR PKWY. 5.3 miles
4: Merge onto NC-133 S toward WHITEVILLE.
0.6 miles
5: Turn LEFT onto US-17 S / US-421 S / NC-133 S. Continue to follow US- 3.7 miles
17 S.
out„ 6: Merge onto US-17 S / OCEAN HWY E / THOMAS J HARRELSON HWY 23.5 miles
17 toward SHALLOTTE / MYRTLE BEACH.
7: End at 346 Ocean Hwy W
Supply, NC 28462-4042, US
........ .........
Total Est. Time: 44 minutes Total Est. Distance: 33.84 miles
http://www.niapquest.com/directions/main.adp?do=prt&mo=ma&2si=navt& 1 gi=ZHLklb... 9/26/2007

Driving Directions from 127 Cardinal Drive Ext, Wilmington, NC to 346 Ocean Hwy W, ... Page 2 of 2
Start: End:
127 Cardinal Drive Ext 346 Ocean Hwy W
Wilmington, NC 28405-5406, US Supply, NC 28462-4042, US
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http://www.mapquest.com/directions/main.adp?do=prt&mo=ma&2si=navt& 1 gi=ZHLkIb... 9/26/2007