SW8030417_HISTORICAL FILE_20030616

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p30y �'7
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 03 oto 1 �v
YYYYMMDD

\ t�
Michael F. Easlcy. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 16, 2003
Mr. William B. Fuller.
F & B Investment Group, LLC
313 North Front Street
Wilmington, NC 28401
Subject: Permit No. SW803,0417
Fuller Commercial Building
High Density Stormw4tter Project
New Hanover County
Dear Mr. Fuller:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Fuller Commercial Building on June 11, 2003. 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 030417
dated June 16, 2003, for the construction of Fuller Commercial Building.
This permit shall be effective from the date of issuance until June 16, 2013, and shall be sibject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSAsm: S:\WQS\STORMWAT\PERMIT\030417.june03
cc: Phil Norris, P.E.
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
01
NCDEN',R

State Stormwater Management Systems
Permit No. SW8 030417
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
F & B Investment Group, LLC
Fuller Commercial Building
New Hanover County
FOR THE
construction, operation and maintenance of 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.
This permit shall be effective from the date of issuance until June 16, 2013, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 52,010 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.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.

State Stormwater Management Systems
Permit No. SW8 030417
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
F & B Investment Group, LLC
Fuller Commercial Building
New Hanover County
FOR THE
construction, operation and maintenance of wet detention pond in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules'D and the approved
stormwater management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 16, 2013, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 52,010 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.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.

State Stormwater Management Systems
Permit No. SW8 030417
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, sq. ft.:
Offsite, sq. ft.:
Total Impervious Surfaces, sq. ft.:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, sq. ft.:
Permitted Storage Volume, cubic ft.:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, cubic ft.:
Fuller Commercial Building
SW8 030417
New Hanover County
Mr. William B. Fuller
F & B Investment Group, LLC
313 North Front Street
Wilmington, NC 28401
June 11, 2003
UT Northeast Cape Fear River / Cape Fear
CPF 23 18-74-(47.5)
"B Sw"
1.99
86,684
none, per engineer
52,010
7.5
90% (no filter is required)
24.50
5,000 @ Permanent Pool
5,514
25.50
1" � (drawdown in 2-5 days)
3,109
3

State Stormwater Management Systems
Permit No. SW8 030417
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's 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.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of 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.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. 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. 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.
If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. 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, 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.

State Stormwater Management Systems
Permit No. SW8 030417
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
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. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, 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) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
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 reissuance or termination does not
stay any permit condition.

State Stormwater Management Systems
Permit No. SW8 030417
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.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 16th day of June, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
4--M Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SW8 030417
Fuller Commercial Building
Stormwater Permit No. SW8 030417
New Hanover 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,
(Proj ect)
for
ect 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

State Stormwater Management Systems
Permit No. SW8 030417
Certification Requirements:
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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
it. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections

U :UEilkili.'1"I'i
(1FFif F. T iCF. (1NT V
Date Received
Fee Paid
Permit Number
4—iu-,33
440L20, D
0 0
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
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
F&B Investment Grouu. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William B. Fuller Managing Partner
3. Mailing Address for person listed in item 2 above:
313 North Front Street
4
Telephone Number: [phone]
Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Fuller Commercial
5. Location of Project (street address):
in Island Park
County: New Hanover
6. Directions to project (from nearest major intersection):
Exit off 1-40 at Holly Shelter Road. Travel east on Holly Shelter Road
7. Latitude: 340 20' 41" Longitude: 770 52' 43"
8. Contact person who can answer questions about the project:
Name: J. Phillip Norris, P.E. Telephone Number:
IL PERMIT INFORMATION
1. Specify whether project is (check one): X New Renewal
Form SWU-101 Version 3.99 Page 1 of 4
of project
[phone]
Modification

c

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number N/A And its issue date (if known) N/A
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
111. 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.
Retention Pond
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area: 1.99 AC 4. Project Built Upon Area: 60 %
5. How many drainage areas does the project have? 1
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.
Basin, Info rmation
Drainage Area'-1
Drainage -Area 2
Receiving Stream Name
UT Northeast
Cape Fear River
Receiving Stream Class
BSW
Drainage Area
86,684 SF / 1.99 AC
Existing Impervious * Area
0
Proposed Impervious* Area
52,010 SF / 1.194AC
% Impervious* Area (total)
60%
Impervious* Surface Area'
?Drainage Area 1
Drainage Area 2
On -site Buildings
15,190 SF / 0.35 AC
On -site Streets
0
On -site Parking
12,034 SF / 0.28 AC
On -site Sidewalks
886 SF / .02 AC
Other on -site (Future) ' ,
23,900 SF / 0.544 AC
Off -site
0
Total: 52,010 SF / 1.194 AC
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidem,alks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived? N/A
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.
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 52,010 square feet ofany 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 ofswimming 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 runofffrom outparcels or f rture 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 [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
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.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Idtials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stonnwater treatment / management t;�--
• Two copies of plans and specifications, 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
- 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)
VIL 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.
J. Phillip Norris, P.E.
Designated agent (individual or firm): Andrew & Kuske Consulting Engineers, Inc.
Mailing Address:
902 Market Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) William B. Fuller
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2H.1000. I
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: I 6

Andrew & Kuske
— — CONSULTING ENGINEERS, INC.
John R. Andrew, P.E.
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
Neal W. Andrew, P.E.
902 Markel St Wilmington, NC 28401-4733
-- Street
John A. Kuske, III, P.E.
J.A. Kuske, P.E. of Counsel
910/343-9653 910/343-9604 Fax
— www.andrewandkuske.com
James T. Pyrtle, P.E.
C. Lawrence Sneeden, Jr., P.E.
June 11, 2003
Ms. Laurie Munn tCr.k
NC DENR
Division of Water Quality JUN 11 ZuU�
127 Cardinal Drive Extension gy_ _
Wilmington, NC 28405-3845 /
Re: Fuller Commercial Building
SW8 030417
Review Comments
A 8r K Project No. 03061
Dear Ms. Munn
We are responding to your comments of June 11, 2003 as follows:
1. We have noted the wetland boundary. It corresponds to the back property line of
the site.
2. The drainage area is the site boundary. We have created a swale on the end of
the pond to divert runoff.
3. A note has been added as requested.
4. There is no particular area designated for future impervious. This is included as
a buffer in case the owner wishes to add impervious area in the future.
✓5. Building dimensions have been added.
i 6. The spot elevation has been changed to ensure drainage to the forebay.
We are enclosing two (2) sets of revised plans for your review and approval.
Sincerely,
ANDREW &
INEERS,
J. Thilli"orris, P.E.
03061 06-11-03-state sw-response-ttr
Bill Fuller (w/ 1 plan)

7F
�Q6
Y
Mr. William B. Fuller
F & B Investment Group, LLC
313 North Front Street
Wilmington, NC 28401
Dear Mr. Fuller:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
June 11.2003
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030417
Fuller Commercial Building
New Hanover County
The Wilmington Regional Office received a Stormwater Management Permit Application for
Fuller Commercial Building on April 14, 2003. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
1. Please show the wetland boundary line. The plans show a wetland area, but I am unable
to tell if there are actually wetlands on -site.
2. Please provide a drainage delineation map. It looks like off -site drainage may be entering
the area near the pond from the north and the south. 1 have included a map of this area.,
3. Please provide a note on the plans that all roof drains must be directed to the pond.
4. The application states that there is future impervious area. Is this the asphalt area behind
the building? Please label the future impervious area.
5. Please dimension the building and the asphalt area behind the building.
very small portion of the asphalt area behind the building may run directly into the
main pond instead of entering the forebay. Can you raise the comer of the asphalt area
and direct the flow back towards the forebay? I have included a map of this area.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to July 11, 2003, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
_G'"LA
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service —
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] - NCDEN3

Mr. William Fuller
June 11,2003
Stormwater Project No. SW8 030417
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:\WQS\STORMWATWDDINFO\2003\030417.june03.doc
cc: Laurie Munn
J. Phillip Norris, P.E.

ti
=_ _= Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, INC 28401-4733
910/343-9653 910/343-9604 Fax
www.andrewondkuske.com
April 11, 2003
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Fuller Commercial Building
Castle Hayne, NC
A & K Project No. 03061
Dear Ms. Lewis:
John R. Andrew, P.E.
John S. Tunstall, P.E.
John A. Kuske, III, P.E.
James T. Pyrtle, P.E.
0,3
J. Phillip Norris, P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr., P.E.
APR 14 2003
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, one (1) copy of the
stormwater narrative and a $420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW 8r KUSKE
CONSULTING ENGINEERS
03061 04-11-03-s-sw-Hr
Enclosures
cc: Bill Fuller / F&B Investment Group, LLC

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
FULLER COMMERCIAL BUILDING
CASTLE HAYNE, NORTH CAROLINA
For
F&B Investment Group, LLC
313 North Front Street
Wilmington, NC 28401
[phone]
April 2003
Prepared by:
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
A & K Project No. 03061

NARRATIVE
DESCRIPTION:
The project site is a 1.99-acre tract located in Castle Hayne, North Carolina
consisting of moderately wooded, sandy clay topsoil and grades ranging from 0.5% to
1.0%. Approximately 2.0 acres will be graded to allow construction of a new
commercial building with paved parking and paved access. The runoff from the site is
estimated using the rational method 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications give the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The detention pond will be used as a silt basin during construction and restored to its
design contours prior to completion. A gravel construction entrance will be constructed
at the only entrance. Maintenance will be provided by the grading contractor and
developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the site to comply with the State Regulations. The
stormwater runoff from the development will be directed to the stormwater detention
pond. The stormwater detention pond was designed to accommodate this site at 60%
impervious area lot coverage.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every runoff -producing rainfall but in no case less than once every week.
Any needed repairs will be made immediately to maintain all practices as designed.
2. The sediment basin will be cleaned out when the level of sediment reaches 2.0 ft
below the top of the riser. Gravel will be cleaned or replaced when the sediment
pool no longer drains properly.
3. Sediment will be removed from the sediment trap and block and gravel inlet
protection device when storage capacity has been approximately 50% filled. Gravel
will be cleaned or replaced when the sediment pool no longer drains properly.
4. Sediment will be removed from behind the sediment fence when it becomes about
0.5 ft deep at the fence. The sediment fence will be repaired as necessary to
maintain a barrier.
5. Check ditches, swales, pond banks, and other seeded areas for erosion and
sedimentation after runoff producing rains. All seeded areas will be fertilized,
reseeded as necessary and mulched according to specifications in the vegetative
plan to maintain a vigorous, dense vegetative cover. Sediment producing areas
should be treated immediately.
6. Inspect gravel construction roads, entrances, and parking areas periodically for
sediment build-up on surface. Topdress with new gravel as needed.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local permit
authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical, effective,
and continuous erosion and siltation control throughout the construction and
post -construction period. Use the specified seed for both temporary and permanent
seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm weather
planting and unhulled for cool weather planting. Purity of seed shall be a minimum of 98
percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal posts
spaced not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.

2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site property
or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.

3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A rip rap at minimum two feet high and three feet thick across the
watercourse, with a one foot thick layer of gravel on upstream side. Remove sediment if
accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarificabon process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4 inch.
Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such time as
the permanent roadway is constructed. Remove soil if accumulated to a depth greater than
0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

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e 3 1.4 S U'2'A
State of North Carolina
Department of the Secretary of State
ARTICLES OF ORGANIZATION
Limited Liability Company
(Conversion of Business Entity)
SOSID: 570659
Date Filed: 11/17/2000 3:45 PM
Elaine F. Marshall
North Carolina Secretary of State
pursuant to §57C-9A-01 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company
pursuant to a conversion of another business entity.
The name of the limited liability company is: 8s& B LBVES7KW GRM, LLC
2. The limited liability company is being formed pursuant to a conversion of another
business entity which is named F & B LBVBBMUNT GROUP
and whose organization and internal affairs are governed by the state or country of
BORIa;;ceaol.zias
3. The converting business entity is a (check one): [ ) foreign limited liability company;
[ J domestic limited partnership; [ j foreign limited partnership; PI domestic partnership;
[ J domestic limited liability partnership; [ j partnership not formed under the laws of
North Carolina; or [ ) foreign limited liability partnership.
4. A plan of conversion has been approved by the converting business entity as required by
law.
5. If the limited liability company is to dissolve by a specific date, the latest date on which
the limited liability company is to dissolve: (/f no date for dissolution is specified, there
shall be no limit on the duration of the limited liability company.)
6. The name and address of each person executing these articles of organization is as
follows: (Sfaae`wherher each person is executing these oritcW of oiggr/kP1loa in the
capacity of a member, organizer or both).
IiMI M B. FMLi tR, KRIBER/mUL&M
313 BO= FRET limunr
VILNING 7B, BC 28401.
The street address and county of the initial registered office of the limited liability
company is:
Number and Street 313 NORTH FRONT STREET
City, State, Zip Code WILMIBGTOB. MC 28401 County NEW HABDVER

;N
8. The trailing address if different from the street address of the initial registered office is:
9. The name of the initial registered agent is: itII.i IM B. FULLER
10. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members
shall be managers of this limited liability company.
—X_(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-
20(a), the members of this limited liability company shall not be managers by virtue of
their status as members.'
11. Any other provisions which the limited liability company elects to include are attached.
12. new articles will be effective upon filing, unless a date and/or time is specified:
This is the 6th day of November. 20_ cl _.
F 6 .B nfflWi3= •'LLC
Signature
VUJJM B. FULLBH. HANAG f:
Type or Print Name and 27de AEMM
NOTES:
1. Filing fee is $125. Ibis document and one exact or conformed copy of these articles must be filed with the
Secretary of State.
(RevisedJanuoy2000) (Form L-0ta)
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGN, NC 27626.0622