SW8911207_Historical File_20080425

OF WAIF
OQG Michael F.Easley,Governor
7-7William G.Ross Jr.,Secretary
>I,_ ,
• North Carolina Department of Environment and Natural Resources
mlir
Coleen H.Sullins Director
stir „ Division of Water Quality
April 25, 2008
Gene Marshburn, Partner
Baden Investments, Inc.
PO Box 1207
Shallotte, NC,28459
Subject: Stormwater Permit No. SW8 911207MOD
Jones Ford
High Density Project
Brunswick County
Dear Mr. Marshburn:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Jones Ford on April 16, 2008. 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 911207MOD dated April 25,
2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 22, 2012, 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 sixty (60) 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 Chris Baker, or me at [phone].
Sin ely,
ee_J(-
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:IWQS\STORMWATERIPERMIT1911207MOD.apr08
cc: Alan Lewis, East Coast Engineering & Surveying
Brunswick County Building Inspections
Brunswick County Engineering
Chris Baker
Wilmington Regional Office
Central Files NOne Carolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled110%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 911207MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Gene Marshbum and Baden Investments
Jones Ford
Ocean Highway(US 17), Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit. A portion of the stormwater runoff from the
site will be routed to an offsite system operated and maintained by Odell Williamson
under the terms and conditions set forth in the latest version of Permit No. SW8
051042MOD.
This permit shall be effective from the date of issuance until May 22, 2012, and shall be
subject to the following specified conditions and limitations:
AREA SERVED BY AN ON-SITE WET DETENTION POND
I. DESIGN STANDARDS (Wet Detention Pond)
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 121,819 square feet of
impervious area.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ocres: 4.38
Onsite, ft : 190,793
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 121,819
c. Design Storm, inches: 1
d. Pond Depth, feet: 3.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 14.7
g. Permanent Pool Surface Area, ft2: 17,288
h. Permitted Storage Volume, ft3: 10,4741
i. Temporary Storage Elevation, FMSL: 15.3
j. Controlling Orifice: 1.75"O pipe
k. Permitted Forebay Volume, ft3: N/A
I. Fountain Horsepower, HP N/A
m. Receiving Stream/River Basin: Williams Branch / Lumber
n. Stream Index Number: 15-25-2-9-3
o. Classification of Water Body: "C;Sw'HQW"
II. SCHEDULE OF COMPLIANCE (Wet Detention Pond)
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 3 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re-vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
Page 4 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
11. 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.
12. 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 (Wet Detention Pond)
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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) having 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.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
AREA SERVED BY AN OFF-SITE STORMWATER
CONTROL(SWR 051042MOD, Pond#11
IV. DESIGN STANDARDS (Offsite)
1. This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
Page 5 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
2. The runoff associated with this project has been approved to be discharged
into a stormwater management system permitted under SW8 051042MOD, as
described in Section IV.7 on page 6 of this permit.
3. The built-upon area allotted to this development by Stormwater Management
Permit No. SW8 051042MOD, is 225,056 square feet. This project proposes
224,506 square feet. The amount available for future development is 550
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. The following design criteria have been provided in two wet detention ponds and
must be maintained at design condition:
Pond #1 Pond #2
a. Drainage Area acres: 18.28 18.21
Onsite, ftL: 285,792 436,425
Offsite, ft2: 245,915 None
b. Total Impervious Surfaces, ft2: 531,707 436,425
Onsite Buildings, ft2: 8,932 0
Onsite Parking, ft2: 46,162 0
Onsite Sidewalks, ft2: 4,297 0
Onsite Streets, ft2: 48,326 58,146
Other On-Site, ft2: 178,075 378,279
Offsite(SW8 901102MOD), ft: 224,506 0
Offsite(SW8 911207), ft2: 20,859 0
c. Design Storm, inches: 1 1.5
d. Pond Depth, feet: 7.5 10.5
e. TSS removal efficiency: 90% 85
f. Permanent Pool Elevation, FMSL: 30.0 35.5
g. Permanent Pool Surface Area, ft2: 17,511 21,168
h. Permitted Storage Volume, ft3: 44,606 55,093
i. Temporary Storage Elevation, FMSL: 32.25 37.7
j. Controlling Orifice: 2"0 pipe 3"0 pipe
k. Permitted Forebay Volume, ft3: 13,141 25,036
I. Receiving Stream/River Basin: Williams Branch / Lumber
rn. Stream index Number: i 5-25-2-9-3
n. Classification of Water Body: "C;Sw;HQW"
Page 6 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
V. SCHEDULE OF COMPLIANCE (Offsite)
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. The permittee is responsible for keeping the stormwater 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.
4. Odell Williamson, 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.
5. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the maximum approved amount of built-upon
area.
e. Further subdivision, acquisition or selling of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. A plan revision with layout and grading plans must be submitted to and
approved by the Division prior to the construction of any future development
areas on the lot.
8. Odell Williamson, 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.
Page 7 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
9. This permit shall be voided unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
10. Odell Williamson, is responsible for providing, 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 permitted facility has been installed in accordance with
Stormwater Permit No. SW8 051042MOD, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. 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.
12. This lot is limited to the amount of built-upon area indicated in the supporting
calculations and per the approved plans. The project must have a built-upon
area less than or equal to the amount permitted under Stormwater Permit No.
SW8 051042MOD. A total built-upon area in excess of the maximum amount
allowed by SW8 051042MOD will require a modification to the overall Permit.
13. Odell Williamson, 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.
14. 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.
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.
VI. GENERAL CONDITIONS (Offsite)
1. This permit is not transferable to any person or entity 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
name/ownership change form must be submitted to the Division of Water
Quality accompanied by 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. The permittee is
responsible for compliance with all terms and conditions of this permit until
such time as the Director 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.
Page 8 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
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 offsite stormwater facilities fail to perform satisfactorily,
including the creation of nuisance conditions, Odell Williamson is responsible
for taking 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.
7. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 25th day of April, 2008.
NORT CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 9 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
Jones Ford
Stormwater Permit No. SW8 911207MOD
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 10 of 11

State Stormwater Management Systems
Permit No. SW8 911207MOD
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 11 of 11

Permit No. S(J,-T
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF-SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF-SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off-site system supplement for each off-site stormwater treatment system, appropriate supplement forms for any
on-site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name : Jones Ford
Contact Person: Alan C. Lewis, East Coast Engineering& Surveying Phone Number: ( 910)754-8029
Is all drainage from the project directed to the off-site system? (check one): ® Yes ❑ No
II. OFF-SITE SYSTEM INFORMATION (please complete the following information for the off-site system
that will treat runoff from your project):
Permit No. SW8 051042
Project Name: Williamson Professional Park
Type of System (wet pond, infiltration basin, etc.): Wet Detention Pond
Lot No. (if part of a subdivision): N/A
How much built upon area draining to the permitted treatment system has been allocated to this project?
20,859 SF or 0.48 AC
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off-site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
' RECEIVED
APR 1 6 2008
Form SW401-Off-Site System-Rev.1 Page 1 of 2 _ _

Applicants Initials
Acz a. Deed restrictions limiting the built-upon area on the site have been recorded.
if(�/- b. Engineers certification for the existing off-site system has been submitted to DWQ.
/11-1ti- c. There are no outstanding Notices of Violation for the off-site system.
d. Off-site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: Gene Marshburn, Partner
Address: Post Office Box 1207 Shallotte, North Carolina 28459
Phone: 910-754- 1 Date:"' ` �" 0 "
Signature: Ili � 9_ / "®n
Note: The legall responsible party should not be a homeowners association unless more than 50%of the lots have been sold and a
resident of the subdivision has been named the president.
I, it .cz ...CA . ,a Notary Public for the State of OI.- ezt ( r tt - .,County of
,do hereby certify that Cam. personally appeared before me this i
day of ,A,�,xtir J , �O�$ ,and acknowledge the due execution of the forgoing document including the
stormwat__ercollicjon system maintenance requirements. Witness my hand and official seal,
16)
NOTARY
SOD
PUBLIC 2 otary Public
My expires /CS —Zck1�G SEAL �� `� commission —��
Form SWeNbiLapeol.07 Page 2 of 2

DWQ USE ONLY
Date Received Fee Paid Permit Number
q!-i10 c? Voce,,0o 9 V r T 1/ z_o 7/
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):
Baden Investments
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Gene Marshburn,Partner
3. Mailing Address for person listed in item 2 above:
Post Office Box 1207
City: Shallotte State: North Carolina Zip: 28459
Phone: (910 ) 754-4341 Fax: (910 ) 754-8114
Email:[e-mail]
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Tones Ford
5. Location of Project(street address):
Ocean Hwy (US 17)
City: Shallotte County: Brunswick Zip: 28459
6. Directions to project(from nearest major intersection):
From intersection of US17 and NC130,travel north on US17 approximately 5 miles. Site is located on left
(west)side of US17 beside Ocean City Chevrolet.
7. Latitude: 33°59.5' "N Longitude: 78°20.9' "W of project
8. Contact person who cart answer questions about the project:
Name: Gene Marshburn Telephone Number: (910 ) 754-4341
Email: [e-mail] 1R..eCEIVED
II. PERMIT INFORMATION: APR 1 s 2008
1. Specify whether project is(check one): ['New ❑Renewal /' .dification
Form SWU-101 Version 03.27.08 Page 1 of 4
ORDINAL

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number SW8 911207 and its issue date(if known) Mod 5-22-02
3. Specify the type of project(check one):
❑Low Density ®High Density ['Redevelop ['General Permit ['Universal SMP ❑Other
4. Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
[LAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
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.
The runoff from all impervious area will be directed to a proposed off-site stormwater detention pond(7.5'deep
with 90%TSS detention) and an existing on-site stormwater detention pond (3.5'deep with 90%'ITS detention).
The runoff will be directed by a stormwater collection system.
**NOTE: Drainage Area 1 to Existing Pond and Drainage Area 2 to Pond 1,Off-Site
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Property Area: 5.60 acres 4. Total Wetlands Area: 0 acres
5. 100'Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:5.60 acres 7. Project Built Upon Area: 58.6
8. How many drainage areas does the project have? 2
9. 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.
For high density projects,complete the table with one drainage area for each engineered stormwater device.
Basin Information Drainage Area 1 Drainage.Area 2
Receiving Stream Name Williams Branch Williams Branch
Stream Class&Index No. C Sw C Sw
Total Drainage Area(sf) 209,088 SF 24,423 SF or 0.56 AC
On-site Drainage Area(sf) 209,088 SF 0 SF
Off-site Drainage Area(sf) 0 SF 24,423 SF
Existing Impervious*Area(sf) 121,819 SF 5,954 SF
Proposed Impervious*Area(sf) 0 SF 14,905 SF
%Impervious*Area(total) 58.3% 84.4%
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings (sf) 11,858 SF 0 SF
On-site Streets (sf) 0 SF 0 SF
On-site Parking (sf) 109,961 SF 18,318 SF
I On-site Sidewalks (sf) 0 SF � 0 SF
Other on-site (sf) 0 SF 2,541 SF
Off-site (sf) 0 SF 0 SF
Total (sf): 121,819 SF 20,859 SF
Form SWU-101 Version 03.27.08 Page 2 of 4

*Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
10. How was the off-site impervious area listed above derived? By field survey&computer calculations
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm-deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below,you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form,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. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Form SW401-Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell Bioretention Cell Supplement
Form SW401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
Form SW401-Permeable Pavement Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 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 Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.uslsu/msi maps.htm)
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
• Original and one copy of the Deed Restrictions&Protective Covenants Form(if ,g/A-
required as per Part IV above)
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP
• Permit application processing fee of$505 (Express: $4,000 for HD,$2,000 for LD)
payable to NCDENR ,44L_-
• Calculations&detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications(sealed,signed&dated),including:
-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. (ex.designing engineer or firm)
Designated agent(individual or firm): East Coast Engineering&Surveying,PC/Alan C.Lewis
Mailing Address: Red Apple Professional Park,Post Office Box 2469
City: Shallotte State: North Carolina Zip: 28459
Phone: (910 ) 754-8029 Fax: (910 ) 754-8049
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2) Gene Marshburn
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project w` e` onstructed in conformance with the approved plans,that the required deed restrictions
and protective venants will be'rec ded,and that the proposed project complies with the requirements of 15A
NCAC 2. .:.:.:,,
Signature: C � � Date:
Form SWU-101 Version 03.27.08 Page 4 of 4

***** ****************** ***** ********* *****lK*>XlK>X**** ********* **** **** ****K*>X>K*********lK******
P, 01
TRANSACTION REPORT
APR-25-2008 FRI 03:39 PM *
* t
t FOR: NCDENR 9103502004 1c
t —*
t SEND
* DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP *
* APR-25 03:36 PM 97548049 2'20" 12 FAX TX OK 296 *
t
t
�c TOTAL : 2M 20S PAGES: 12
t
*********************************t********************** c**************t***********ttt**************
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F.Easley,Governor WilliamG.Ross,Jr,Secretary
FAX COVER SHEET
Date: (�p r 0'7 No.Pages(excl.cover): I I
Express Permitting
To: A L w' ' From: Sandra Exurg
Co: prs-C- -� �SF�r Phone: [phone]
Fax: ���- S ~1r� �g Fax: [phone]
Re: .. sv �
c� sue.
127 Cardinal Drive Extension,Wilmington,NC 28405+[phone]•An Equal Opportunity Affirmative Action Employer

Ocean City Chevrolet
Jones Ford
Hydrologic and Hydraulic Calculations
February 2002
(Revised April 2008)
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Prepared by:
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East Coast
Engineering & Surveying, PC
Engineers,Planners,Surveyors
Shallotte,North Carolina 28459
Red Apple Professional Park,Suite 105 C EIVE.D
712 Village Rd,SW Post Office Box 2469
Office: 910.754.8029 APR 1 6 2008
BY:

OCEAN CITY CHEVROLET East Coast Engineering Surveying,PC
SWALE DRAINAGE FLOW CALCULATIONS
BSH
Q from DA-1 Drainage Area= 19,791 SF Q from DA-2 Drainage Area= 61,564 SF
Drainage Area= 0.45 Acres Drainage Area= 1.41 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value(1) Surface Acres C-Value r1
GRASSY 0.00 0.2 GRASSY i 0.00 0.2
IMPERVIOUS 0.45 0.95 IMPERVIOUS 1.41 0.95
Total A' 0.45 Total'A' 1.41
Weighted'C' 0.950 I Weighted'C' 0.950 I
Intensity'i'(3) 7.1 Intensity'i'(3) 7 1
Qi=CiA 3.06 cfs Q;=CiA 9.53 cfs
Q from DA-3 Drainage Area= 23,122 SF Q from DA-4 Drainage.Area= 3,223 SF
Drainage Area= 0.53 Acres Drainage Area= 0.07 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value(') Surface Acres C-Value(r)
GRASSY 0.04 0.2 GRASSY 0.01 0.2
IMPERVIOUS 0.49 0.95 IMPERVIOUS 0.06 0.95
Total A' 0.53 Total'A' 0.07
Weighted'C' 0.893 I Weighted'C' 0.849 I
Intensity'i'(') 7.1 Intensity'i'(3) 7.1
Q;=CiA 3.37 cfs Qi=CiA 0.45 cfs
Q from DA-5 Drainage Area= 31,427 SF Q from DA-6 Drainage Area= 15.494 SF
Drainage Area= 0.72 Acres Drainage Area= 0.36 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value(r) Surface Acres C-Valuer'
GRASSY 0.02 0.2 GRASSY 0.14 0.2
IMPERVIOUS 0.70 0.95 IMPERVIOUS 0.22 0.95
Total A' 0.72 Total'A' 0.36
Weighted'C' 0.929 I Weighted'C' 0.655 I
Intensity'i'(3) 1 7.1 Intensity'i'(3) I 7.1
Q,=CiA 4.76 cfs Qi=CiA Ir 1.65 cfs
Q from DA-7 Drainage Area= 40,406 SF Q from DA-8 Drainage Area= 20,547
Drainage Area= 0.93 Acres Drainage Area= 0.47 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value t" Surface Acres C-Value(')
GRASSY 0.09 0.2 GRASSY 0.22 0.2
IMPERVIOUS 0.84 0.95 IMPERVIOUS 0.25 0.95
Total A' 0.93 Total'A' 0.47
Weighted'C' 0.877 I Weighted'C' 0.600 I
Intensity'i'(3) 7.1 Intensity'i'(3) 7.1
Q;=CiA 5.78 cfs Q;=CiA 2.01 cfs
Q from DA-9 Drainage Area= 2,759 Q from DA-10 Drainage Area= 4,390
Drainage Area= 0.06 Acres Drainage Area= 0.10 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value(' Surface Acres C-Value(')
GRASSY 0.01 0.2 GRASSY 0.02 0.2
IMPERVIOUS 0.05 0.95 IMPERVIOUS 0.08 0.95
Total'A' 0.06 Total A' 0.10
Weighted'C' 0.832 I Weighted'C' 0.801 I
Intensity'i'(3) 7.1 Intensity'i'(3) I 7.1
Qi=CiA 0.37 cfs Qi=CiA I( 0.57 cfs
(1)Table 8.03a:(2)Figure 8.03a:
(3)Figure 8.03b of the NCDENR Erosion and
Sediment Control Planning and Design Manual. Revision Date:4/14/2008

OCEAN CITY CHEVROLET East Coast Engineering Surveying,PC
SWALE DRAINAGE FLOW CALCULATIONS
BSH
Q from DA-11 Drainage Area= 6,249 Q from DA-12 Drainage Area= 2.935
Drainage Area= 0.14 Acres Drainage Area= 0.07 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-value(fl Surface Acres C-Value(1)
GRASSY 0.01 0.2 GRASSY 0.01 0.2
IMPERVIOUS 0.13 0.95 IMPERVIOUS 0.06 0.95
Total'A' 0.14 Total'A' 0.07
Weighted'C' 0.898 I Weighted'C' 0.839 I
Intensity's'(3) 7.1 Intensity'i'(3) I 7.1
Q;=CiA ' 0.91 cfs Q;=CiA 0.40 cfs
Q from DA-13 Drainage Area= 1,453 Q from DA-14 Drainage Area= 24,953
Drainage Area= 0.03 Acres Drainage Area= 0.57 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value(fl Surface Acres C-Value(1)
GRASSY 0.01 0.2 GRASSY 0.01 0.2
IMPERVIOUS 0.02 0.95 IMPERVIOUS 0.56 0.95
Total A' 0.03 Total'A' 0.57
Weighted'C' 0.725 ( Weighted'C' 0.937
Intensity'i'(3) 7.1 Intensity's'(3) 7.1
Q;=CiA 0.17 cfs Q;=CiA } 3.81 cfs
Q from DA-15 Drainage Area= 15,105 Q from DA-16 Drainage Area= 9,806
Drainage Area= 0.35 Acres Drainage Area= 0.23 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value('> Surface Acres C-Valuett)
GRASSY 0.14 0.2 GRASSY 0.14 0.2
IMPERVIOUS 0.21 0.95 IMPERVIOUS 0.09 0.95
Total'A' 0.35 Total'A' 0.23
Weighted'C' 0.647 I Weighted'C' 0.484 (
Intensity'i'(3) I 7.1 Intensity's'(3) I 7.1
Qi=CiA 1 1.59 cfs Q;=CiA I 0.77 cfs
Q from DA-1(P2) Drainage Area= 30,645 Q from OVERALL(P2) Drainage Area= 39,187
Drainage Area= 0.70 Acres Drainage Area= 0.90 Acres
Design Storm= 10 -YR storm Design Storm= 10 -YR storm
Surface Acres C-Value(1) Surface Acres C-Value(1)
GRASSY 0.00 0.2 GRASSY 0.20 0.2
IMPERVIOUS 0.70 0.95 IMPERVIOUS 0.70 0.95
Total'A' 0.70 Total A' _ 0.90_
Weighted'C' 0.950 I Weighted'C' 0.783
Intensity's'(3) 7.1 Intensity'i'(3) 7.1
Q;=CiA 4.75 cfs Q;=CiA 5.00 cfs
(1)Table 8.03a:(2)Figure 8.03a:
(31 Figure 8.036 of the NCDENR Erosion and
Sediment Control Planning and Design Manual. Revision Oats 4I14/200i1

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TOTAL POND VOLUME PERMANENT&TEMPORARY POOLS
ELEVATION SURFACE INCREMENTAL ACCUMULATIVE
(FT MSL) AREA (SF) ( VOLUME (CF) VOLUME (CF)
31.5 230
196 196
32 555
816 1,012
33 1,077
1,558 2,570
34 2,038
2,731 5,301 PERM. POOL
35 3,424
3,860 9,161 TEMP. POOL
36 4,296
STORAGE BETWEEN PERM. POOL&TEMP. POOL= 3,860 CF
18% OF TOTAL POND VOLUME @ PERM. POOL = 954 CF
22% OF TOTAL POND VOLUME @ PERM. POOL= 1,166 CF
RATIO OF FOREBAY VOLUME TO TOTAL
POND VOLUME @ PERM. POOL (12,724/62,688) = 20.2
FOREBAY VOLUME PERMANENT POOL
ELEVATION SURFACE INCREMENTAL ACCUMULATIVE
(FT MSL) AREA(SF) VOLUME (CF) VOLUME (CF)
32 149
210 210
33 271
347 557
34 423
513 1,070
35 603

DRAINAGE AREA MAP FOR
OCEAN CITY CHEVROLET & JONES FORD
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East Coast Engineering & Surveying, 1-.
Engineers, Planners, & Surveyors
Jones Ford
Shallotte, NC
PROJECT NARRATIVE
Jones Ford is located in Shallotte, NC on US Highway 17, approximately 1 mile east of the
intersection of US Highway 17 Bypass and US Highway 17 Business in Shallotte, NC. The total
project area is 6.32 acres. This project is commercial high density consisting of an automobile
dealership and associated activities.
As indicated on the design plans, an additional 14,905 square feet of impervious area is proposed.
The associated stormwater runoff as well as the runoff from an additional existing impervious area
will be directed to an offsite stormwater detention pond, Pond 1 of the Williamson Professional
Park (SW8 051042) for treatment. The previously permitted treatment pond located within the
project boundary of Ocean City Chevrolet will be filled in. The existing impervious area located
within the project boundary will continue to be treated by the stormwater pond located in the north-
west corner of the property.
The stormwater collection system is being permitted as part of the Ocean City Chevrolet stormwater
collection system (SW8 901102). This system has been designed to accommodate the additional
14,905 square feet of impervious area in addition to 5,954 square feet of existing impervious area for
a total impervious area of 20,859 square feet.
This project drains to Williams Branch within the Lumber River Basin. Williams branch is classified
as C; Sw;HQW and has the stream index #15-25-2-9-3.
Red Apple Professional Park*712 Village Road SW,Suite 105
Post Office Box 2469 * Shallotte,North Carolina 28459 * Tel.: [phone] * Fax: [phone]

M.ar 29 09 11: 30a Carolina Bluewater Constr 19105751214 p. 4
V,,,C i v ` 13 For DENR Use ONLY
APpg North Carolina Department of Environment and ReviewerCS1
AR
Natural Resources Submita/i7
gy; = Request for Express Permit Review Tirr,e:
I ' Confirm
•FILL-IN ail the information below and CHECK the Permit(s)you are requesting for express review FAX or Eniail the completed forh!to E rpriess
Coordinator along with a completed DETAILED narrative,site elan IPDF file)and vicinilymap__fsame items exbected in the application packarie
of the project location.Include`this form,in the application package.
' Asheville Region,Alison Davidson 828 296-+4698;alison.davidsonOncmail net
r'' Fayetteville or Raleigh Region David Lee 919-T91-4203;davit leethncmalLnet 4-'S Age n
e` T""*. r-
Mooresville&-Patrick Grogan 704-6 3-3772 or patrick.orogan(a�ncmdil net 1�:
• .' Washington Region-Lyn Hardison 252-946=9215 orlon hardlsontitncmaiI net
4 Wilmington Region-Janet Russell 00-950.2004 or janetrussellancinaitnet
NOTE Project application received after 12 noon will be stamped in the following work day. •
'Project Name:JONES FORD County:BRUNSWICK
Applicant BADIN INVESTMENTS,INC. Company:(N/A)
Address:POST OFFICE BOX 5628 City:HIGH POINT.State:NC Zip:27262
Phone:[phone] Fax: ' - Email:
Project is Drains into WILLIAMS BRANCH waters Project Located in LUMBER River Basin
Engineer/Consultant Alan C.Lewis Company:East Coast Engineering&Surveying,P.C. DECEIVE
Address:712 VILLAGE ROAD,SUITE 105 City:SHALLOTTE,State:NC Zip:28459
Phone [phone] Far:914 754-8049 Email:alewista eces.biz MAR 2 8 2008
(Check all that apply) ,,:
D!iI�iQ' .
❑Scoping Meeting ONLY CIDWQ,❑DCM, ❑DLR, ;❑OTHER: PRo,i #�, { F
O.Stream Origin Determination: #of stream calls-Please attach TOPO map marking the areas in questions
Y;u:;: r•.:: r,water 0 General ' 0 SFR, E Bkhd&Bt Rmp, 0 Clear&Grub,;0 Utility •
❑Low Density ❑.Low De ty-Curti&Gutter #Curb Outlet Swales 0 Ott-site(SW (Provide permit#)]
❑lei +�'Densityy.Detention Pond 2#Treat eni Sy. toms ❑High Density-Infiltration #Treatment Systems
❑High Density-Rio-Retention #Treatment Systems ❑High Density-Constrictive Wetlands #Treatment Systems
❑High Density-Other #Treatment Systems 1 MODIFICA7ON SW(34112'i7!Provide permit lt) i
Q Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ,: 0 Structures Information
0 Upland Development 0 Marina Development 0 Urban Waterfront
®Land Quality ®Erosion and Sedimentation Control Plan With 1 acres to be disturbed.(CK#_(for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
Wetlands(401): Check all that apply Isolated wetland on Property 0 Yes®No
Wetlands on Site ElYes 0 No Buffer Impacts:❑ No0 YES: acre(s)
Wetlands Delineation has been completed:❑Yes❑No Minor Variance:0 No❑YES
US ACOE Approval of Delineation completed: Q Yes 0 No Major General Variance 0 No 0 YES
404 Application in Process wl US ACOE: ❑Yes ❑ No 401 Application required []Yes:❑No If YES,, J Regular
Permit Received from US ACOE❑Yes No Perennial,Blue line stream,etc on siter❑yes ►®Flo'
For DENR use only .
Fee Split'foe multiple permits; Check*#
p � ) ?®talFaeA ratoha
SUBMITTAL DATES Fee SUBMITTAL DATES Fee:
CAMA $' Variance(E�l MaJ,❑fin) $
SW(0 HD,0 LD,0 Gen) .$ 401: $
i •i ; $ • Stream Deter,_ $
AtO
��*t_c� •
C 0 o� 3- ?8 D c`o�t W ,�1:,lr�sw. .• �v Nd
WiNS ,. imo;{-, prE 4o f

STORMWATER NARRATIVE
Jones Ford High Density Modification
(SW8 911207)
Jones Ford (JF) is located within a satellite area of the Town of Shallotte in
Brunswick County. The site is located on the northern side of US 17 (Ocean Highway)
approximately 0.4 miles east of the intersection of US 17 and NCSR 1345 (Royal Oak
Road). The site consists of approximately 5.60 acres. The Owner of the tract is Baden
Investments, Inc. and the tax parcel number is 1820008502.
The proposed project constitutes a modification to Stormwater Permit SW8
911207. The existing permit entails one stormwater detention pond serving an
impervious area of 127,773 SF. Illepra00304WOM100341114.4413'41.f4 S S
titioTeatein parting Otee.ta provide a't©tal'liliorviaiis area of 142T 678 St The new
impervious area will constitute approximately 58.5% of the total tract area of 5.60 acres.
Them°Wioation entails 4ipapting p of runoff to of,site Rood tot
Women fvfrogorial paticemppo ewe fl 't, ). The remainder of runoff shall
continue to flow to the existing on-site stormwater detention pond. The JF drainage
area served by WPP Pond 1 will be 24,423 SF, of which 20,859 SF will be impervious.
The JF drainage area served by the existing on-site pond will be 209088 SF, of which
121,819 SF will be impervious.
It is anticipated that approximately 1 acre will be disturbed due to this proposed
stormwater permit modification.
No wetlands exist on the portion of the site that will disturbed during the
construction of this project.
This project drains to Williams Branch within the Lumber River Basin. Williams
Branch is classified as ; + , HOMand has the stream index# 15-25-2-9-3.
East Coast Engineering &Surveying, P.C.
Shallotte, NC Page 1

This project is commercial high density. Stormwater collection will be by
curb/yard inlets and storm drainage piping. Runoff from all built-upon areas will be
collected and directed to one of the two stormwater detention ponds.
East Coast Engineering &Surveying, P.C.
Shallotte, NC Page 2

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East Coast Engineering & Surveying, P. C.
Engineers, Planners, & Surveyors
Delivery By Hand
April 15,2008
Mr. Chris Baker
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington,North Carolina 28405-3845
Subject: Jones Ford—SW8 911207
Shallotte,North Carolina
High Density Modification—Express Submittal
Dear Mr. Baker:
On behalf of Baden Investments (a partnership), enclosed is a stormwater modification package for
Jones Ford, located along US Highway 17 in Shallotte, North Carolina. As shown on the enclosed
plan, an additional 14,905 sf of new impervious area is proposed on the subject property. The
associated stormwater runoff will be directed to an off-site stormwater detention pond, Pond 1 of
Williamson Professional Park (SW8 051042), for treatment. The collection system is permitted as
part of the Ocean City Chevrolet (SW8 901102) stormwater collection system. This collection
system was designed to accommodate the 14,905 sf of proposed new impervious area plus an
additional 5,954 sf of existing asphalt, for a total of 20,859 sf.
An express fee is being submitted today to Ms.Janet Russell for the Stormwater Permit Fees. The
following presents the various components of the enclosed submittal package:
1. One original and one copy of the Stormwater Management Permit Application Form.
2. One original and one copy of the Ofsite System Supplement.
3. Two copies of the design plan, sheet 1 of 1.
4. Two copies of the Project Narrative.
If you have any questions or require any additional information,please contact our office.
Sincere ,
Al . wis,Presiden
Enclosures
pc: Mr. Gene Marshburn,Jones Ford-Baden Investments RECEIVED
Mrs.Virginia Williamson,Williamson Professional Park APR 1 6 2008
File: 0283 (Ocean City Chevrolet/Jones Ford) BY: _•
I
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte,North Carolina 28459 * Tel.:[phone] * Fax: [phone]

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