SW8040301_HISTORICAL FILE_20040303

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
XHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 41 �Ck5
YYYYMMDD

< OF W ATF Michael F.Easley,Governor
9Q William G.Ross Jr.,Secretary
Q Y North Carolina Department of Environment and Natural Resources
> r
y Alan W.Klimek,P.E.,Director
O Y Division of Water Quality
Coleen H.Sullins,Deputy Director
Division of Water Quality
March 3, 2004
Mr. John 0. Stevenson, Manager
Shellooth Properties, LLC
781 West Fire Tower Road
Swansboro, NC 28584
Subject: Permit No. SW8 040301
Stevenson Toyota—Shellooth Properties
Stormwater Project served by an Offsite System
Onslow County
Dear Mr. Stevenson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Stevenson Toyota—Shellooth Properties on March 2, 2004. 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. We are forwarding Permit No.
SW8 040301, dated March 3, 2004, for the construction of Stevenson Toyota—Shellooth
Properties.
This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein.
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 Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/]sm: S:\WQS\STORMWAT\PERMIT\040301.mar04
cc: Howard Resnik, P.E.
Barden Lanier, P.L.S.
Onslow County Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files A A
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service !
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] �DENR

State Stormwater Management Systems
Permit No. SW8 040301
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF-SITE STORMWATER CONTROL
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
Shellooth Properties, LLC
Stevenson Toyota—Shellooth Properties
Onslow County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, 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. The stormwater runoff from the site will be routed to a wet
detention pond operated and maintained by John O. Stevenson under the terms and conditions set
forth in Permit No. SW8 900506.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under stormwater Management Permit No.
SW8 900506, as described on page 3 of this permit, the Project Data Sheet.
3. The built-upon area allotted to this development by Stormwater Management Permit No.
SW8 900506 is 48,596 square feet. This project proposes 48,596 square feet.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
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 the permitted built-upon area must be directed into the permitted
stormwater system.
7. No impervious surfaces can be constructed prior to the recording of the required deed
restrictions.
2

State Stormwater Management Systems
y' Permit No. SW8 040301
f
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: John O. Stevenson Hyundai Jeep
Permit Number: SW8 900506
Location: Onslow County
Applicant: John O. Stevenson
Mailing Address: 2225 N. Marine Blvd.
Jacksonville, NC 28540
Application Date: August 3, 1990
Receiving Stream/River Basin: Mill Creek/ White Oak
Stream Index Number: 19-9
Classification of Water Body: "SC NSW"
Drainage Area, acres: 12.97
Onsite, sq. ft.: 505,478
Offsite, sq. ft.: 59,869
Total Impervious Surfaces, sq. ft.: 419,396
Permitted, sq. ft.: 300,128
Offsite, sq. ft: 48,596
Future, sq. ft: 70,672
Pond Depth, feet: 7.5
TSS removal efficiency: 85% (vegetative filter is required)
Permanent Pool Elevation, FMSL: 33.90
Permitted Surface Area, sq. ft.: 11,702@Permanent Pool
Permitted Storage Volume, cubic ft.: 44,868
Temporary Storage Elevation, FMSL: 37.0
Controlling Orifice: 1.75"� (drawdown in 2-5 days)
3

State Stormwater Management Systems
Permit No. SW8 040301
II. SCHEDULE OF COMPLIANCE
1. The offsite 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
associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. John O. Stevenson shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater management 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.
4. The permittee is responsible for keeping the collection system on the lot clear of debris,
and keeping the site stabilized in accordance with the requirements of the NC Erosion
and Sediment Control Design Manual.
5. John O. Stevenson must keep records of maintenance activities and make them 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.
6. 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.
7. John O. Stevenson is responsible for providin4, prior to issuance of a Certificate of
Occupancy, and prior to operation of the permitted stormwater management facility, a
certification from an appropriate designer for the system installed, certifying that the
ppermitted facility has been installed in accordance with Stormwater Permit No. SW8
900506, the approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the Certification.
8. 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.
9. This lot is limited to the amount of built-upon area indicated in the supporting
calculations and per approved plans. The project must have a built-upon area less than or
equal to the amount permitted under Stormwater Permit No. SW8 900506. Additional
built-upon area will require a modification to the overall Permit.
10. John O. Stevenson must record any deed restrictions as required by their permit , and
they must verify that the proposed built-upon area does not exceed the allowable built-
upon area. Once the lot transfer is complete, the built-upon area may not be revised
without approval from the permittee, and responsibility for meeting the built-upon area
limit is transferred to the individual property owner.
11. The drainage features shown as a part of the stormwater management system on the
approved plan shall not be filled in, altered, or piped by any party without first submitting
a revision to the permit and receiving approval from the Division.
12. 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:
4

State Stormwater Management Systems
Permit No. SW8 040301
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, acquisition or selling of the project area. The project area is
defined as all propperty owned by the permittee, for which Sedimentation and
Erosion Control P1an approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
13. The Director may determine that other revisions to the project should require a
modification to the permit.
14. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
15. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. 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 maybe appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee is responsible
for compliance with all terms and conditions of this permit until such time as the Division
approves the permit transfer.
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, John O. Stevenson shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
5. The permittee grants permission for DENR Staff 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 3rd day of March 2004.
NORTH CC�AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alaff W. Klimek, ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
5

State Stormwater Management Systems
Permit No. SW8 040301
Stevenson Toyota—Shellooth Properties
Stormwater Permit No. SW8 040301
Onslow 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.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
6

State Stormwater Management Systems
' Permit No. SW8 040301
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 this project is graded such that the runoff
drains to the system.
4. The protect is stabilized with permanent vegetation or other erosion control
matenal.
5. Vegetated slopes are no steeper than 3:1.
6. The inlet from this project into the approved offsite system is located per the
approved plans and does not cause short-circuiting of the system.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
7

s
7`*,s WAI 010is,. .. OFfTCEtTSE.ONLY.�;''
Date Received Fee Paid Permit Number
O Zon 8 0 Iw b
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Sh�lloo+-�, Proper�-irs L! G
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Jol n 0. SfeveNsom . /ylanaaer
3. Mailing Address for person listed in item 2 above:
781 W-s-F 4 rt TOionr /\olyd
City: SIUaNC60r-0 State:—A/c, Zip: Z8r84-
Telephone Number: ( ` 10 ) 7— IS SS
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Ste'✓cdn «, Io ofw - Sl,e M, Pr-a,p er f'es
5. Location of Project(street address):
al N i 17 ,E D'v'p Troll
city: County: onslOw
6. Directions to project(from nearest major intersection):
Jr0w, interse,(*P of U.5 Ilws 17 d- NC Z4, hear( nor4 9, l,t 6! /7
f1QX' Y t 5 Dix Trail Pro4ec4 is on i'lie IA- u�l4wed-ern
� corncr),
7. Latitude: 3¢'41 '40° Longitude: 77 Z8 '¢3 of project
8. Contact person who can answer questions about the project:
Name: l nuInJrc( ZBcnrli Fr Telephone Number: ( 9/0 ) 3¢3—, oOz
II. PERMIT INFORMATION:
1. Specify whether project is(check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number 900 TO 6 and its issue date(if known) ghO490
3. Specify the type of project(check one):
_Low Density K High Density _Redevelop _General Permit _Other
4. Additional Project Requirements(check applicable blanks):
_CAMA Major Sedimentation/Erosion Control 404/401 Pemut _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
44orm 144-rr J .)N be ezm(/ 5lD/C'd 1i1 Rn KndEJ ill au d �nfaH�l47
4_met 'Dukne4 ek/<'br L�df nand
2. Stormwater runoff from this project drains to the wx l�e nr4 River basin.
3. Total Project Area: 1, 27 acres 4. Project Built Upon Area: Rh Z %
5. How many drainage areas does the project have?_�
O
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
Iia§??rInformatzoi rDratnage Areal ' Di,�?nageArea 2 �a
Receiving Stream Name
Receiving Stream Class
Drainage Area 9 9 /. 3
Existing Impervious*Area
Proposed Im ervious"Area tjt3 6 5T Z a c
%Irrt ervious'Area(total)
-".�7tltfaCe,Area3,,,: "re �`o DralnageiAres IYr S %.`"�� g DrainagE AIea 2,�,, „'k.
erVdOttS, , - _ mm .,.4 ss._..e«x`w. _ .;_5 a*.�i, ., {..:.dc ma-axxw+. A.�ca, s..,w
On-site Buildings
On-site Streets orkie O s 96nc
On-site Pa iwg ur6Jn O 67' (0,08 a c
On-site Sidewalks jl /
i Oy 4C
Other on-site (br;a! r 6 614 0, O z u
Off-site
Total: 9 /Z c Total:
"Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
Sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a
table listing each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt,gravel,concrete,brick,stone,slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,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 State,and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS ,
The applicable state stormwater management permit supplement form(s)listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Club Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMPZomp '
• Permit application processing fee oLWItTpayable to NCDENR) EF�re$ Fe-t If
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications,including: q e
-Development/Project name
-Engineer and firm
-Legend
-North arrow
-Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
-Drainage areas delineated
-Vegetated buffers(where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this section.
Designated agent(individual or firm): H a n o✓er Des1j o✓!ce p J�/�
Mailing Address: 3l9 LJa�nufPf
City: odf"inA400 State: IY6, T Zip: 7i94O1
Phone: ( 910 ) 343- Boot Fax: ( 9io ) 34-3 - 99WG/
VIII. APPLICANT'S CERTIFICATION -{
I,(print or type name of person listed in General Information, item 2) Jl O�h D. �Ye✓en ru
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructs in co ance with the approved plans,that the required deed restrictions
and protective coven ill b r rded that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature. ,
Date:
Form SWU-101 Version 3.99 Page 4 of 4

NORTH CAROLINA W
ONSLOW COUNTY
RESTRICTIVE AND PROTECTIVE COVENANTS
SHELLOOTH PROPERTIES, LLC, a limited liability company duly organized
under the laws of the State of North Carolina (hereinafter referred to as "Declarant') and
with the intent to fully comply with Title 15 of the North Carolina Administrative Code
Part 2H.1000, the Coastal Stormwater Management Regulations, (hereinafter referred to
as "Regulations") hereby subjects the property described on the attached Exhibit "A" to
the following restrictive and protective covenants:
1) The following covenants are intended to insure ongoing compliance with
State Stormwater Management Permit #`Sws 9QOa issued by the Division of Water
Quality under NCAC-2H.1000.
2) The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater Management Permit.
3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
4) The terms and provisions of these covenants pertaining to stormwater may
not be altered or rescinded without the express written consent of the State of North
Carolina, Division of Water Quality.
5) Alteration of the drainage as shown on the approved plan may not take
place without the concurrence of the Division of Water Quality.
6) The maximum built upon area for out parcels and future areas shown on
the improved plans is as follows:

Shellooth Built Upon Area—44,W square feet
These allotted amounts include any built upon area constructed within the property
boundaries and that portion of the right of way between the lot lines in the edge of the
pavement. Built upon area includes but shall not be limited to structures, asphalt,
concrete, gravel, brick, stone, slate, cocena and parking areas but does not include raised
open wood decking or the water surface of swimming pools, where applicable.
7) The runoff from all built upon area on the aforereferenced out parcel must
be directed into the permitted stormwater control system.
8) Built upon area in excess of the permitted amount will require a permit
modification from the Division of Water Quality.
9) The connection of the out parcel's collection system into the stormwater
control shall be made such that short circuiting of the system does not occur.
10) Each out parcel or future development tract whose ownership is not
retained by the permitee shall submit a separate off sight stormwater permit application to
the Division of Water Quality and receive such permit prior to construction.
IN WITNESS WHEREOF, Declarant has caused this instrument to be executed
on its behalf by its manager as of the day of 2004.
JOHN O. STEVENSON, Manager

NORTH CAROLINA
ONSLOW COUNTY
I, a Notary Public of the aforesaid County and State, do hereby certify that JOHN
O. STEVENSON personally came before me-this day and acknowledged that he is a
Manager of SHELLOOTH PROPERTIES, LLC, a North Carolina limited liability
company, and that he, as Manager, being authorized to do so, executed the foregoing on
behalf of the company.
Witness my hand and official stamp or seal this day of
2004.
My Commission Expires:
Notary Public

P. 1
* * * COMMUNICATION RESULT REPORT ( MAR. 3.2004 4:18PM ) * * *
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
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714 MEMORY TX 89104559941 OK P. 17/17
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REASON FOR ERROR
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State of North Carolina
Department of Environment and Natural Resources
Wilmiagton Regional Office
TV46hael F. Easley, Governor William G. R086 Jr,, Secretary
FAX COVER SHEET
Dote: No. Of Pages:
T6: Q r ~ .1. From:
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FAX FAX#: [phone]
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127 Cardlukk nrlvc E en QtlO 4C,1Am56394 ve AcdannO(910)3 5.3900 F"(910)3WI004

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: No. Of Pages:
To: CLr From: 4-au.1-Le tntt-n,n
CO: CO:
FAX #: ?/0 FAX#: [phone]
REMARKS: 7)e e d re s-hi C S &wst re C04-0 P'l OrL'e
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rlA m Co✓/-P u'lU Ma-�-e f?. e correct Bv$
—lS rlp_eorded
121 Cardinal Drive Extension,Wilmington,N.C.20405-3845 Telephone[phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer
s��s

Entity Names Page 1 of 1
North Carolina
Elaine F. Marshall
r DEPARTMENT OF THE
Secretary SECRETARY OF STATE
�0+ww ur PO Box 29622 Raleigh, NC 27626-0622 [phone]
Corporations Date: 3/3/2004
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Registered Office Address: 781 W Firetowner Road
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SOS]D: 0631883
Date Filed: 7/10/2003 10:49:00 AM
Elaine F.Marshall
North Carolina Secretary of State
231040238
ANNUAL REPORT FOR LIMITED LIABILITY COMPANY
NAME OF LIMITED LIABILITY COMPANY: SHELLOOTH PROPERTIES LLC
STATE OF ORGANIZATION: NC
SECRETARY OF STATE LLC ID NUMBER: 221409026
FISCAL YEAR ENDING: 12/31/02
FEDERAL EMPLOYEE ID NUMBER: 73-165569
1. REGISTERED AGENT&REGISTERED LAURA BOOTH STEVENSON
OFFICE MAILING ADDRESS: 781 W FIRETOWER RD
SWANSBORO, NC 28584
2. STREET ADDRESS&COUNTY OF 781 W FIRETOWER RD
REGISTERED OFFICE: SWANSBORO, NC 26584
CARTERET COUNTY
3. IF REGISTERED AGENT CHANGED,
SIGNATURE
4 4A�l.G! R� ^/J �
SIGNATURE OF NEW AGENT:
4. ENTER PRINCIPAL OFFICE ADDRESS: 781 W FIRETOWER RD
SWANSBORO, NC 28584
5. ENTER PRINCIPAL OFFICE TELEPHONE
NUMBER HERE: [phone]
6. ENTER NAME,TITLE,AND BUSINESS LAURA BOOTH STEVENSON
ADDRESS OF MANAGER HERE: 781 W FIRETOWER RD
SWANSBORO, NC 28584
7. BRIEFLY DESCRIBE THE NATURE OF
BUSINESS: RENTAL REAL ESTATE
8.CERTIFICATION OF ANNUAL REPORT,MUST BE COMPLETED BY ALL LIMBED LIABILITY COMPANIES:
YA11AQ RDWh 7nn003
SIGNATURE DATE
LAURA BOOTH STEVENSON MANAGING MEMBER
PRINT NAME TITLE

Mar O1 04 11 : 59a Hanover Design
910-343-9941 P• 1
0c,e.Q_p led 3/ I / o y
Hanover Design Services, P.A. �6,4 3 /3/aN
Land Surveyors, Engineers, Land Planners
319 Walnut Street -Wilmington, NC 28401
Phone: [phone] - Fax: [phone]
Sw � �a301
FACSIMILE TRANSMITTAL
NUMBER OF PAGES (INCLUDING COVER SHEET): .3 —
TO FAX #§61 -357J - ZDU ,- DATE:
COMPANY: NGDiLM/eIL(t)a
ATTENTION: [ curie MW40
SUBJECT: rr� i��e ��Ss /ZGvi� / e✓a�sc, ?c>>.,.__ye%tk
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HDSPROJECT: /0E0Z - S ✓e^s� To ofa -Sly%(�T� f���cfi�s
If you need any page(s) resent, please call [phone].
319 Walnut Street, Wilmington, N.C. 28401

Mar C1 ,04 11 : 59a Hanover Design 910-343-9941 p. 2
FOR STORMWATER EXPRESS REVIEW '
PROJECT NARRATIVE
PROJECT NAME:
Stevenson Toyota— Shellooth Properties
PROJECT APPLICANT:
Shellooth Properties LLC
781 West Fire Tower Road
Swansboro,NC 28584
John O. Stevenson, Manager
(910) 937 — 1555
(910) 346—2801 fax
PROJECT ENGINEER:
Hanover Design Services, PA
319 Walnut Street
Wilmington, NC 28401
Howard Resnik, PE—Project Engineer
[e-mail]
(910) 343 — 8002
(910) 343 —9941 fax
PROJECT DESCRIPTION:
The purpose of this project is construction of an additional parking lot and access
drive for the existing dealership. Stonnwater will be stored onsite in an underground
detention system, sized for the first one-inch of any storm event. The stored stormwaler is
then pumped to an existing stormwater pond already sized for the additional volume.
Overflow form the detention system is directed to the existing ditch immediately adjacent to
the property.
PROJECT LOCATION:
The site is located at the intersection of U.S. Highway 17 and Dixie Trail, on the
southwestcm corner. The total site area is 1.37 acres in size,all of which are proposed to be
disturbed including an additional 0.18 acres. The site is clear with some existing stockpiles
in the center. It is bordered on the south by the existing automobile dealership,on the east by
US Hwy 17, on the west by a single family residence and some vacant land, and on the north
by single family residences. See the attached location map for location.

Mar 0,1 04 11 : 59a Hanover Design 910-343-9941 p' 3 1
L OC,4 TI ON MAP'
NOT To SCALE
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JACKSONVILLE
N. C 24
US 258
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Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
March 1, 2004
Ms. Laurie Munn
Environmental Engineer
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Express Stormwater Management Permit Submittal
for Stevenson Toyota— Shellooth Properties
Onslow County
SIDS Project No. 10682
Dear Ms. Munn:
Enclosed please find the following items:
- original and one (1)copy of the completed Stormwater Management Permit Application and Off-site
Supplement for the referenced project
- $2,000 application fee
- one(1) copy of the Stormwater Calculations
- two (2) copies of sheets 1 and 2 entitled "Erosion& Sediment Control and Water Quality Plan"for
Stevenson Toyota—Shellooth Properties
- one(1) copy of the draft "Restrictive and Protective Covenants"
We request NCDENR certification of compliance of this project with stormwater regulations. Thank you for your
consideration of this request. Please call if you require any additional information.
Very truly yours,
Howard Resnik, P.E.
Encl.: As noted above
FCr(?C "
cc: Shellooth Properties LLC ��`' D
IWNK - 2 2004
BY:_�
319 Walnut Street Wilmington, N.C. 28401 [phone]

STORMWATER MANAGEMENT CALCULATIONS
And water Quality Calculations
For
STEVENSON TOYOTA-
SHELOOTH PROPERTIES
PREPARED FOR
SHELLOOTH PROPERTIES LLC
781 West Fire Tower Road
Swansboro, NC 28584
c 0,
Prepared by: z: QOFFSS/� 9
z -
SEAL
? 025483
Howard Resnik, P.E. INS S Z'
RD S.
Hanover Design Services, PA
319 Walnut Street
Wilmington,NC 28401

CALCULATIONS FOR DWO
AREA DRAINING TO POND
Total area draining to pond = 505,478 sf (11.60 acres)
Total off-site area to pond = 59,869 sf (1.37 acres)
IMPERVIOUS AREA BREAKDOWN
Automobile Dealership Site:
Existing impervious surface 300,130 sf (6.89 acres)
Proposed new impervious surface
Streets /Parking 41,970 sf (0.96 acres)
Concrete curbing 3,460 sf (0.08 acres)
Sidewalks 2,566 sf (0.06 acres)
Bridge 600 sf (0.02 acres)
Total new impervious= 48,596 sf (1.12 acres)
Total impervious surface 348,726 sf (8.01 acres)
Total non-impervious or "green" area 156,752 sf (3.60 acres)
REQUIRED SURFACE AREA:
(348,726 x 0.98 + 156,752 x 0.2)/ 505,478 =0.738 or 73.8 %
From 85% TSS Removal Chart, at depth of 7.5 FT and 73.8% impervious surface,
SA/DA= 1.876%
Minimum surface area =0.01876 x 505,478 = 9,483 sf
Surface area provided at elevation 33.9 = 11,702 sf
REQUIRED 1" STORAGE VOLUME:
Minimum storage volume = (346,160 x 0.98 + 159,318 x 0.2)x 1/12 =30,925 cf
Storage volume provided at elevation 37.0=44,868 cf

FOREBAY VOLUME:
No forebay requirements at time of pond construction
1-3/4" PVC DRAWDOWN:
Orifice coefficient (C) = 0.6
Average head form 1" storage to orifice (h) = (37.0—33.9) /2 = 3.1'
1-3/4"pvc cross sectional area (A) =pi x r^2 = 3.14 x (0.875 / 12)^2 = 0.0167 SF
Acceleration due to gravity(g) = 32.2 ft/s^2
Q= CA (2gh)^1/2 = 0.6x0.0167x (2x32.2x3.1)^1/2 = 0.1416cfs
44,868 /0.1416= 316,917 seconds =3.7 days
ON-SITE 1" STORAGE VOLUME:
Minimum required storage volume= (48,596 x 0.98 + 13,839 x 0.2)x 1/12 =4,199 cf
Storage volume provided in 54" CMP:
Cross sectional area of 54" CMP =n r2 = (3.14)(2.25)2 = 15.90 sf
248 ft of 54" CMP x 15.90 sf= 3,944 cf of storage
Storage volume provided in 24" CMP:
Cross sectional area of 24" CMP =r< rz =(3.14)(1)2 = 3.14 sf
56 ft of 24" CMP x 3.14 sf= 176 cf of storage
Storage volume provided in 5 ft manhole (wetwell):
Cross sectional area of 5 ft manhole =n � =(3.14)(2.5)2 = 19.63 sf
5.5 ft of 5 ft manhole x 19.63 sf= 108 cf of storage
Total provided storage volume= 4,228 cf
PUMPED DRAWDOWN OF ON-SITE 1" STORAGE VOLUME:
Pump rate = 59 gpm = 7.89 cf/min
4,228 / 7.89 = 536 minutes or 8 hours & 57 minutes

PUMP CONDITIONS:
32.8 = INVERT OF 2"FM AT EXISTING POND
32.0 = ELEVATION OF PUMP
34.5 =INVERT OF HIGHEST POINT IN PROPOSED FORCE MAIN
523 LF OF PROPOSED 2" FORCE MAIN
21 GPM REQUIRED FOR MIN. DRAWDOWN(1-DAY DRAWDOWN)
HEAD LOSS:
USING HAZEN-WILLIAMS: Q= 21 GPM
D= 2 „
hf = 10.44 x 523 x 21 A1.85 = 5.6 FT L= 523 FT
140Al.85 x 2 A4.87 C= 140
he = 34.5 - 32.0 = 2.5 FT
hm = = 0.2 FT
TOTAL DYNAMIC HEAD= 8.3 FT
USE 21 GPM @ 8.3 FT.TDH FOR DESIGN
Select TSURUMI 1_132.400 duplex submersibles for pump station:
2" discharge
2/3 HP, 115 Volt, Single Phase, 3600 RPM Motors
FLOTATION CALCULATIONS FOR WET WELL:
WEIGHT OF CONCRETE-
5 FT DIA. FLAT TOP- 1.0 FT 2825 LBS
5 FT DIA. RISER- 4.0 FT 5160 LBS
5 FT EXTENDED BASE- 5.0 FT 9606 LBS
10.0 FT 17591 LBS
WEIGHT OF EARTH COLUMN-
=(40.34 SF-28.27 SF)(11.0 FT)(150#/CF)_ 18105 LBS.
TOTAL WEIGHT-
TOTAL WEIGHT= 17591 + 18105
= 35696 LBS.
WEIGHT OF DISPLACED WATER-
WT. = (VOL. MH+VOL. BASE)(UNIT WT. OF WATER)
= (28.27 SF x 9.33 FT+26.9 CF)x 62.4#/CF
= 18,137 LBS.
FACTOR OF SAFETY-
FS=38,797/17,137= 2.0
Pagel

� o� an.vc.�oan
G" TsuRUME PUMP LO2�° RREOMUNCE
SEW-VORTEX DMTEFWWP 3W RANGE
GROUP PERFORMANCE RANGE
m Ft
as
_. .12 00 6®NZ
35
t
W . .. .. . . .. . _. .,.
J �� .... . . . .. .. : . :
Q y 20
0
5�.- 1s . .
3 10
s
.......... .. ....... . :. :.... .. . .._. ........ .... ... .:.:. .... ._....., .... .::.
0 0
US GPM 0 s 10 1s 20 25 30 35 40 45 50 m 5-360 6e 70
m7/min 0.00 0.05 0.10 0.15 0.20 025
CAPACITY

JAN.N L9.v00tlLP,
� � P �E�00 SPECIFICATIONS
SEMI-VORTEX- DEWATERING PUMP
IN FEATURES
1.Semi-vortex,urethane rubber 5.Double shielded,permanently
impeller with ethylene lubricated,high temperature
propylene rubber casing C3 ball bearings rated for a
Increases wear resistance B-10 fife of 60,000 hours,
when pumpage contains extend operational life.
abrasive particles.
6.Top discharge,flow-thru
2.Double inside mechanical seals design enables operation at
with silicon carbide faces, low water levels for extended
running in an oil filled chamber periods.
and further protected by a gppLICATIONS
lip seal running against a
replaceable,403 stainless steel 1.Residential,commercial, Q
shah sleeve,provides for the industrial wastewater and
most durable seat design construction site drainage.
available.
2.Effluent transfer, - -
3.Highly efficient,continuous duty
air tiled,copper wound motor 3.Decorative waterfalls and
with class 8 or E.insulation fountains.
minimizes the cost of operation.
4.Raw water supply from rivers
4.Built In thermal&amperage or takes.
sensing,protector prevents
motor failure due to
overloading or accidental
run-dry conditions.
M SPECIFICATIONS N STANDARD M OPTIONS
Discharge Size.................................... 2'Npt(60 mm)
Horsepower Range............................. 2/3 Hp.(0.48 kW)
Performance Range Capacity........... 10-62.4 Gpm.(.037 -.24 m'/min)
Head................. 5- 36 FL(1.5- 10.9 m)
Maximum water temperature.............. 130°F.(54.4 r C.)
Materials of Construction
Casing............................................ Ethylene Propylene Rubber
Impeller........................................... Urethane Rubber
Shah............................................... 403 Stainless Steel
Motor Frame................................... Aluminum alloy
Fasteners....................................... 304 Stainless Steel
Mechanical Seal
Upper Seal..................................... Geramic/Carbon
Lower Seat..................................... Silicon Carbide/Silicon Carbide
Elastomers...................................I. NBR(Nftrii Rubber)
Impeller Type...................................... Semi-vortex
Solids Handling Capability.................. 1/44 (6 Mtn)
Bearings.............................................. Praiubricated, Double Shielded
Motor Nomenclature
Type,Speed,Hz............................... Air Filled,3600 Rpm,60 Hz.
Voltage, Phase................................. It 51230 V., 1 Phase
Insulation............-............................ Class B, E(230V)
Accessories......................................... Submersible Power Cable 32' (10 m) Length as Required, (69'Max)
Operational Made................................ Manual or Automatic(1.82-400A)
0 1999 Tuaumi Mn�ulwwv,g Cu,LTO.M PpMs rurar.ea

85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
DEPTH 3' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5'
IMP %
10% .9 .8 .7 .6 .5 0 0 0 0 0
20% 1.7 1.3 1.2 1.1 1.0 .9 .8 .7 .6 .5
30% 2.5 2.2 1.9 1.8 1.6 1.5 1.3 1.2 1.0 .9
40% 3.4 3.0 2.6.. 2.4 2.1 1.9 1.6 1.4 1.1 1.0
50% 4.2 3.7 3.3 3.0 2.7 2.4 2.1 1.8 1.5 1.3
60% 5.0 4.5 3.8 3.5 3.2 2.9 2.6 2.3 2.0 1.6
70% 6.0 5.2 4.5 4.1 3.7 *3.3 2.9 2.5 2.1 1.8
80% 6.8 6.0 5.2 4.7 4.2 3.7 3.2 2.7 2.2 2.0
90% 7.5 6.5 5.8 5.3 4.8 4.3. 3.8 3.3 2.8 1.3
100% 8.2 7.4 6.8 6.2 5.6 5.0 4.4 3.8 3.2 2.6
*Revised 10131197
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH 3' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5'
IlVIP %
10% 1.3 1.0 .8 .7 .6 .5 .4 .3 .2 .1
20% 2.4 2.0 1.8 1.7 1.5 1.4 1.2 1.0 .9 .6
30% 3.5 3.0 2.7 2.5 2.2 1.9 1.6 1.3 1.1 .8
40% 4.5 4.0 3.5 3.1 2.8 2.5 2.1 1.8 1.4 1.1
50% 5.6 5.0 4.3 3.9 3.5 3.1 2.7 2.3 1.9 1.5
60% 1,7.0 6.0 5.3 4.8 4.3 3.9 3.4 2.9 . 2.4 1.9
70% 8.1 7.0 6.0 5.5 5.0 4.5 3.9 3.4 2.9 2.3
80% 9.414110.0
.0 7.0 6.4 5.7 5.2 4.6 4.0 3.4 2.8
90% 10.79.0 7.9 7.2 6.5 5.9 5.2 4.6 3.9 3.3
100% 12.0 8.8 8.1 7.3 6.6 1 5.8 5.1
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more contiguous acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and approved
by the Land Quality Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or
print and, if question is not applicable, place N/A in the blank.)
Part A.
1. Project Name >;V ,SO1�0T11
2. Location of land-disturbing activity: County �V LU i`_X City
or Township,) '1. E 1C b.r1 uc and Highway/Street i I' 'k-N1�,p y I t ' imp JL
3. Approximate date land-disturbing activity will be commenced:
4. Purpose of development (residential, commercial, industrial, etc.) m LoL
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas ) : /J 3 X A
6. Amount of fee enclosed $
7. Has an erosion and sedimentation control plan been filed ? Yes // No
8. Person to contact should sediment control issues arise during land-disturbing activity.
Name &44 0 C). Telephone y/y 9✓ � — f 7 7�%
9. Landowner(s) of Record ( Use blank page to list additional owners.):
�5 j. L L 6 C Q Fa� �
Name (s()
Current Mailing Address Current Street Address
City State Zip'- City State Zip
10. Recorded in Deed Book No. Page.No. C-!`1'g
Part B.
1. Person(s)or firms(s)who are financially responsible forthis land-disturbing activity(Use the blank page to list
additional persons orfirms):
1
. Dq� 0 F; - - t rEl �JLi `
Name of Person (s)or Finn (s)
7 u / it) '4 -
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent -
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person if an individual or his attomey-in-
fact or if not an individual by an officer, director, partner, or registered agent with authority to execute instru-
ments for the finanacially responsible person ). I agree to provide corrected information should there be any
change in the information-provided herein.
Type or a Title or Authority
Si lure /� / Date
V"
I Agnes M. Marshall a Notary Public of the County of Onslow
State of North Carolina, hereby certify that John 0.` 'Stevenson
appeared personally this day and being duly sworn acknowledged that the above form was exe-
cuted by him. �S n1AA+J�
itnflb� h d notarial seal, this 29th day of April ARX 2004 .
PUBLIC
t Seal ��. Notary.
TO t\'Ca' My commission expires .Sept 6, 2006
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