SW8000825_HISTORICAL FILE_20010425

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑] APPROVED PLANS
"STORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE auoj 0� ;Zs
YYYYMMDD

ttl7$/p� State Stormwater Management Systems
Permit No. SW8 000825
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 ofNorth Carolina as amended,and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Thornberry Ventures, LLC
Fuller Warehouses 49, 410, #11, & Fleetwood Pride
New Hanover County
FOR THE.
construction, operation and maintenance of an infiltration basin in compliance with the provisions of 15A NCAC
211 .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 April 25, 2011 and shall be subject to the following
specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit,the Project Data Shect.The stormwater control has been designed to handle the runoff from
1 ]9,849 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per
approved plans.
5. The runoff from all onsite and offsite built-upon area permitted with this project must be directed into the
permitted stormwater control system.

State Stormwater Management Systems
Permit No. SW8 000825
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Fuller`Warehouses #9, #10, #11, & Fleetwood Pride
Permit Number: SW8 000825
Location: New Hanover County
Applicant: Mr. Bill Fuller, Managing Partner
Mailing Address: Thornberry Ventures, L,LC
313 N. Front Street
Wilmington, NC 28401
Application Date: February 21, 2001
Name of Receiving Stream/Index #: UT N.E. Cape Fear/ 18-74-(1)
Classification of Water Body: "C SW"
If Class SA, chloride sampling results: n/a
Basin Depth, feet: 1.80
Bottom Elevation, FMSL: 12.30
Drainage Area, acres: 7.23
Total Impervious Surfaces, ft': 119,849
Oftsite Area entering Pond, ft2: none, per Engineer
Required Storage Volume, fP: 10,301
Provided Storage Volume, ft': 14,608
Temporary Storage Elevation, FMSL: 14.10
Type of Soil Kureb/ Lakeland Sands
Ixpected Infiltration Rate: 25.20
Seasonal High Water Table Elevation: 8.00
Time to Draw Down, days: 0.1
3

State Stormwater Management Systems
Permit No. SW8 000825
11. SCHEDULE OF COMPLIANCE
l. 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
ofDWQ. The records will indicate the date,activity,name of person performing the work and what actions
were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
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.
8. Ifthe 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. A modification must be permitted prior to any construction.The following items will require a modification
to the permit. The Director may determine that other revisions to the project should require a modification
to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
C. Further subdivision,acquisition,or sale of the project area.The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. 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.
4

State Stormwater Management Systems
Permit No. SW8 000825
11. 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 pemitted amount, a modification
to the permit must be submitted and approved prior to construction.
12. Prior to the sale ofany portion of the property,an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. 'rhe permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area.
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 shall notify the Division of any name, ownership or mailing address changes within 30 days.
Ill. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3. 'file 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 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. 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.
Permit issued this the 25th day of April, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMEN'r COMMISSION
--U�Z_r_(L A J�1.�s2J1
Kerr T. Stevens. Director
✓/ R Division of Water Quality
By Authority ofthe Environmental Management Commission
Permit Number SW8 000825
5

State Stormwater Management Systems
Permit No. SW8 000825
Fuller Warehouse#9, #10, #1 1, & Fleetwood Pride
Stormwater Permit No. SW8 000825
New Hanover County
Designer's Certification
1, as a duly registered in
the State ofNorth 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.
-]'he checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SI AL
Signature
Registration Number
Date
6

State Stormwater Management Systems
Permit No. SW8 000825
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. 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.
7. 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.
11. 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 forcbay.
14. 'file overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDLNR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
7

' A&K #00195
.r..., r� �fi'� �,'�. , +.. �` '��, _d; '^ . �`OFFICEtUSE;ONLY .z"�;.;x• p r ;F
Date Receivedx Fee Paid' ..•' `• Permit Number
State of North Carolina SiNg p p�
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FOR) 2 2000
This form may be photocopied for use as an original ANDREW'AND KUSKE
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Thornberry Ventures, L. L.C.
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Bill Fuller, Managing Partner
3. Mailing Address for person listed in item 2 above:
313 N. Front Street
City: (Wilmington State: NC v--- Z 28401
ip:
Telephone Number: ( 910 1 763-0380
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Fuller Warehouses #11
5. Location of Project(street address):
3252 US Highway 421 North
City Wilmington County: New Hanover
.
6. Directions to project(from nearest major intersection):
located approximately 0 45 miles north of intersection of US 421 and Sutton
Plant Road nn 'right side of US 421 when headed north
7. Latitude: 34' 17' 18" Longitude: 77- 58' 03" of project
8. Contact person who can answer questions about the project:
Name: Phil Norris Telephone Nurnbe'r':J ' 910 1 343-9653
II. PERMIT INFORMATION:
1. Specify whether project is(check one): .,New Renewal _Modification
Form SWU-101 Version 3.99 Pave 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number 5t �T5ofoo3 and its issue date(if known) v 945
3. Specify the type of project(check one):
4.
_Low Density 'X High Density _Redevelop _General Permit Other
4. .,Additional Project Requirements(check applicable blanks):
_CAMA Major XSedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
.1-877-62376748.
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.
Infiltration basin.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: j • 37 acres 4. Project Built Upon Area: %
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.
BastnIitforntatton Dratnage Area 1 .�y3 Dratnage;Area 2
Receiving Stream Name Fear River
Receiving Stream Class C Swamp
Drainage Area 3,23Acres
Existing Impervious*Area I05 Z45SF
Pro osed Irn ervious*Area j p SF
Im ervious'Area(total) ;3$
g ee5 :r• t f S'ts a r.
Im ergwus;Surface Area)r7� ,', a' '��"�'s'""Dra<nage Area�1 R s"' , k'' b'^'" ^•Drautape�Area 2��'�ram,"¢
On-site Buildings ] (pQ0 SF
On-site Streets
VA
On-site Parking " SF iOL
On-site Sidewalks J f60SF
Other on-site N A
Off-site ;0
Total:119 '-SF or 2. S, P.cr 'dotal:
Impervious area is defined as the built upon area including, but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived? A)1/9
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 hsting,each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment. .
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number N/A 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 NSA square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt,gravel,concrete,brick,stone,slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and
persons claiming under them,that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State,and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919) 733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement,'
Form SWU-101 Version 3.99 Pne 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
In' ials
• 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 stormwater treatment/management
• 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
-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.
J. Phillip Norris, P. E.
Designated agent(individual or f inn): Andrew & Kuske Consulting Engineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC Zip: 28401
Phone: ( 910 ) 343-9653 Fax: ( 910 ) 343-9604
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information, item 2) Bill Fuller
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the proje will be constructed in conformance with the approved plans, that the required deed restrictions
and protectiv covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H .1
Signature: `— Date: �Q
Form SWU-101 Version 3.99 Page 4 of 4

John R. Andrew, P.E.
Andrew & Kuske J. A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
902 Market St. • Wilmington,North Carolina 28401-4733 • Telephone [phone] • Fax [phone] • www.andrewandkuske.com
February 21, 2001
Mr. Scott Vinson
NCDENR/Div. of Environmental Mgmt.
127 Cardinal Drive Extension I F ' 3 2 3 2col
Wilmington, INC 28405-3845
Re: Fuller Warehouse, US 421
SW8 000825
A&K No. 00195
Comment Response
Dear Mr. Vinson:
We are responding to your comments of January 18, 2001 which we received on February 12, 2001
as follows:
1. We understand that one basin will be allowed for this project and that future
additions/modifications would require another basin.
2. A cross-section of the basin has been added to the plans which reflect the existing contours.
3. Dimensions have been added for the basin top and bottom in two directions. Due to the irregular
shape of the basin it is impossible to fully dimension them.
4. As we discussed by telephone on February 20, 2001 no bypass is required as we are containing
the 25-year storm.
5. Again as referenced above, no vegetative swale is required.
6. Due to the fact that the basin and feeding swale exist, we do not feel that a flow spreader is
necessary. ,A ca,r{ .,L a SP .�-J '!Z-C-­4 51-"� -A, v 1�nd
7. The pretreatment unit has been noted on the plan. � L
8. A permanent grassing schedule has been added to the plan.
We are enclosing two revised plans for your review and approval.
Sincerely,
ANDREW & KUSKE
ONS ENGINEERS,
J. Phillip Norris, P.E.
J N/cjf
cc, Bill Fuller
00795-02-21-01 ftr

INFILTRATION BASIN ANALYSIS FILENAME: S:\WQS\INBASIN\000825.WK1
PROJECT NUMBER: 000825 DATE: 18-Apr-2001
PROJECT NAME: Fuller Warehouses #9, #10, #11 & Fleetwood
DRAINAGE BASIN: Cape Fear REVIEWER: Vinson
RECEIVING STREAM: UT NE Cape Fear River CLASS: C SW
Index No.: 18-74-(1) If ORW, is site within the 575' AEC? N/A
SITE AREA 14.37 acres DRAINAGE AREA: 314938.8�SF
IMPERVIOUS AREA CALCULATION
BUILDINGS 35690 SQ FT
PARKING/ASPHALT 83009 SQ FT
CONCRETE 1150 SQ FT
OTHER SQ FT
TOTAL 119849�
IMPERVIOUS, 1= 38.1%j RV= .05+.009 ( 1 )
ELEVATION OF SEASONAL HIGH WATER TABLE 10'1FEET MSL
REPORTED INFILTRATION RATE 2 ]CF/HR/SF
SURFACE AREAS AND ELEVATIONS
Elev. (ft) Area
BOTTOM 12.3 1 SQUARE FEET
13 4575 SQUARE FEET
14 17410 SQUARE FEET
STORAGE 14.1 22878 SQUARE FEET
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES 8`��J
DESIGN VOLUME 1 8240T, CUBIC FEET a
TOTAL VOLUME AVAILABLE 14608.5'ICUBIC FEET
DEPTH OF RUNOFF 1'.28'IFEET
TIME TO DRAWDOWN I 0 1IDAYS MUST BE <5
COMMENTS Note that the system can infiltrate the 25 yr. storm event in 0.4 days.
Volume and drawdown are within Design Requirements.

P. 1
• * * COMMUNICATION RESULT REPORT ( JAN.22.2001 3:21PM74
)
/ TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) J R SULT / PAGE
— ----------------------------------------------------------------------=-
595 MEMORY TX OK P. 6/6
8-9197339612 i
-----
REASONERROR--------------------------------------------------------------------------------
E-1)FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor Sherri Evans-Stanton,Acting
Secretary
FAX COVER STREET
Date: No. Of Pages:
To: From: Sjlf /f
CO:
CO:
FAX #: -96/.2 FAX#: 91 -350-200
REMARKS:
�,6 t� � ✓vti. � u
��\ee n Wm
.c
127 Ca rdinn Drive Extension,Wilmington,N.Q 29905-3045 Telephone(910)395J9oo Fax[phone]
An Equal Opportunity Alrirmntive Action Employcr

P. 1
* COMMUNICATION RESULT REPORT ( FEB.12.2001 4:52PM )
TTI NCDENRRO
FILE MODE OPTION ADDRESS (GROUP) RESULT/ PAGE\ 1
----------------------------------------------------------------------- ------------ ------=--------
276 MEMORY TX 9-3439604 OK P. lil
----------------------------------------------------------------------------------------------------
REASON FOR ERROR
E-1) HRNG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: January 18, 2001 N of Pages: 1
To: Phillip Norris, P.E. rom: Scott Vinso
Company: Andrew &Kuske *ter Qua ' ection - toFrmw*ter
FAX#: [phone] F 910-350-2004
Phone#: [phone]
DWQ Stormwater Project#SW8 000825
Project Name: Fuller Warehouses
MESSAGE:
Phil,
Please submit the following information regarding the above mentioned project:
1. Linda and I have asked for special consideration for this project regarding the 5
acreage drainage area requirement for each infiltration system. I am waiting from
correspondence from Raleigh in order to allow the 7.23 ac drainage area to this one
basin. Note that any future impervious surfaces are most likely not going to be
allowed to drain to this proposed basin.

Stale of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: January 18, 2001 No. of Pages- 1
To: Phillip Norris, P.E. From: Scutt Vinson
Company: Andrew & Kuske Water Quality Section - Sto mwater
FAX #: 343-9�04 FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project #SW8 000825
Project Name: Fuller Warehouses
MESSAGE:
Phil,
Please submit the following information regarding the above mentioned project:
1. Linda and 1 have asked for special consideration for this project regarding the 5
acreage drainage area requirement for each infiltration system. 1 am waiting from
correspondence from Raleigh in order to allow the 7.23 ac drainage area to this one
basin. Note that any future impervious surfaces are most likely not going to be
allowed to drain to this proposed basin.
2. Please provide a detail of the basin and include the 3:1 slope requirement.
3. Please dimension both the bottom,or elevation 13.00,and the top,elevation 14.1, of
the basin.
Provide a bypass weir for the overflow from rainfalls exceeding the I inch design
storms. Include a detail.
V Provide a 30-foot vegetated filter for the overflow. Include non-erosive flow
calculations along with a detail.
6. Provide a flow spreader device within the infiltration basin. Include detail.
7. Note thepretreatment unit,alongwith it's sediment removal benchmark,oil theplarls.
Note the open vegetated Swale currently on-site can constitute the pretreatment unit.
8. Provide a permanent seeding schedule for the banks of the infiltration basin, for the
pretreatment unit, i.e. swale, and for the vegetated filter.
S:\WQS\STORM WA'f\ADDINFO\000825..IAN
127 Cardinal Drive Extension,Wilmington,NC 28405-3845 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer

STATE,OF NORTH CAROLINA NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT
COUNTY OF NEW HANOVER ANDNATURAL RESOURCES
File No. WQ �
IN THE MATTER OF: ) /' ( U�I �JD(
5
Mr. Bill Puller, Managing Partner )
'Thornberry Ventures, L.L.C. )
FOR VIOLATIONS OF )
15A NCAC 21-1.1003 ) CIVIL PENALTY ASSESSMENT
ENGAGING IN DI-VELOPMENT ACTIVITIES WITI-IOUI' )
OBTAINING A STORMWATER MANAGEME.,NT PERMIT )
Acting pursuant to North Carolina General Statutes(G.S.) 143-215.6A, and by authority delegated to me in accordance
with G.S. 14313-282.1(f), I, Kerr T. Stevens, Director of the Division of Water Quality (DWQ), Department of Ftivironnnent and
Natural Resources (DENR), make the following:
1. FINDINGS OF FACT:
A. 'Thornberry Ventures, I...L..C., is an active Corporation organized and existing under the laws of the State of North
Carolina.
13. Mr. Bill Fuller, Managing Partner is developing a site located approximately 0.45 miles north of intersection of
US 421 and Sutton Plant Road on right side of US 421 when Incading north, in NEW FIANOVER County, North
Carolina., in NEW HANOVER as a commercial subdivision known as Puller Warehouses #9, 910, &#1 1.
C. On July 5, 1995, the DWQ requested that Mr. Bill Fuller, Managing Partner/Owner in Atlantic Brokerage submit
a Stormwater Management Pcrmit application for any modifications to Fuller Warehouse 99, SW8 950603.
Sometime after July 5, 1995 the Warehouse 49 project was sold to Fleet Pride and Mr. I'uller started construction
of a second Warehouse #9, later followed by Warehouse #10. On August 15, 2000, Mr. Bill Fuller, Managing
Partner with Thornberry Ventures, LLC submitted an application for Fuller Warehouse #11. On September 26,
2000 staff from the Wilmington Regional'Oftice sent an Additional Information Request letter to Mr. Puller
requesting information on the original Warehouse 49 (Fleet Pride), the new Warehouse 49 and #10. An
application/plans for the construction of the new Warehouse#9 and 410 was received by Wilmington Regional
Office on October 26,2000. In the same letter dated September 26, 2000 notice was given that any further
construction of the site, i.e. Warehouse#11, would be under direct violation of NCGS 143-215.1 and would be
subject to enforcement action.
D. On October 10, 2000, DWQ staff inspected the site and observed two un-permitted existing warehouses, parking,
and drives, along with the ongoing construction of Warehouse #1 1.
E. The Fuller Warehouses 49, #10, & #1 I contains buildings, parking, and drives which will result in an increase in
the amount of impervious surface at this site or otherwise decrease the infiltration of precipitation into the soil.

File No. WQ
F. Thornberry Ventures, L.L.C. failed to receive a stormwater management permit prior to construction of
impervious surfaces for three of the four warehouses.
G. As of October 10, 2000, the construction is well underway and the facility, Warehouse 911. is close to being in
operation. Warehouses 49 and 910 have been in operation for an undetermined amount of time. From
conversations with Mr. fuller Warehouse 49 could have been constructed either late in the year 1995 or early
1996.
1-I. Staff costs and expenses associated with detecting the violations, defining their nature and extent, and bringing
the enforcement action totaled $252.29.
Based on the above Findings of Fact, I make the following:
II. CONCLUSIONS OF LAW:
A. Mr. Bill Fuller, Managing Partner, is a "person" within the meaning ol'G.S. 143-215.6A pursuant to G.S. 143-
212(4).
B. NEW HANOVER County is a coastal county as defined by 15A NCAC 2H.1002(4).
C. Mr. Bill Fuller, Managing Partner is engaging in development activity at this site which requires a Sedimentation
Erosion Control Plan.
D. Mr. Bill Fuller, Managing Partner violated 15A NCAC 21-1.1003 by failing to secure a stormwater Management
Permit for the projects, Fuller Warehouses 49, #10, and #1 1.
I . 15A NCAC 21-1.1003 is a rule of the Environmental Management Commission implementing Part I of Arlicic 21
of the North Carolina General Statutes.
I . 15A NCAC 21-1.1003 is a rule of the Environmental Management Commission implementing Part I of Article 21
of the North Carolina General Statutes.
G. G.S. 143-215.6A(a) (6) provides that a civil penalty of not more than ten thousand dollars per violation may be
assessed against a person who violates a rule of the Commission implementing Pant I of Article 21 of the North
Carolina General Statues.
1-1. G.S. 143-215.3(a)(9) provides that the reasonable costs of any investigation, inspection or monitoring survey
may be assessed against a person who violates any rules, standards, or limitations adopted by the Environmental
Management Commission or violates any terms or conditions of any permit issued pursuant to G.S. 143-215.1, or
special order or other document issued pursuant to G.S. 143-215.2

File No. WQ
Based on the above Findings of Fact and Conclusions of Law, I make the following:
III. DFCISION:
In determining the amount of the penalties, I have taken into account the Findings of Fact and Conclusions of Law, and
have considered each and every factor set out in G.S. 14311-282.1.
Accordingly, Mr. Bill Fuller, Managing Partner, is assessed a civil penalty of:
$ for violating 15A NCAC 2H.1003 by failing to obtain a stormwaler management permit,
from the Division for the development of Fuller Warehouses 49, #10, & 411.
$ TOTAL CIVIL PENALTY which is percent of the maxinnun penally authorized
by G.S. 143-215.6A(a).
$252.29 Enforcement costs.
$ TOTAL AMOUNT DUE
DATL Ken-T. Stevens, Director
Division of Water Quality

Pile No. WQ
DIVISION OF WATER QUALITY
ENFORCEMENT CASE ASSESSMENT FACTORS
Type: File No. WQ
Violator: Thornberry Ventures, L.L.C. Registered Agent: Mr. Bill Fuller
Address: 313 N. Front Street, Wilmington,NC 28401
RcgionalOftice: Wilmington
1. The degree and extent of harm to the natural resources of the State, to the public health, or to private property resulting
from the violation: Runoff from large expanses of built-upon area is currently allowed to leave the site
untreated, resulting in potential harm to the receiving stream from various pollutants normally found in
stormwater runoff.
2. The duration and gravity of the violation: Mr. Fuller was notified by the.luly 5, 1995 Certification of
Compliance for State Stormwater that any further development would constitute a violation. Once Mr. Fuller
sold his first Warehouse#9 to Fleet Pride in 1995 and then immediately continued to construct impervious
surfaces beyond his Certification of Compliance the violations began.
3. The effect on ground or surface water quantity or quality or on air quality: The effect on ground water quality or
quantity,surface water quantity, and air quality is unknown. The effect on surface water quality into introduce
potential pollutants into waters of the State. The clustered development of three warehouses and associated
parking with no sheet flow across the open areas, also contributes to the problem. The runoff from the site has
been leaving the property via an unvegetated Swale or ditch.
4. The cost of rectifying the damage: Unknown
5. The amount of money saved by noncompliance: Those costs associated with putting in a collection system and
stormwater treatment system.
6. Whether the violation was committed willfully or intentionally: Since such a great length of time has passed since the
notification for a stormwater permit modification was made with no response,written or oral, 1 would have to say
the violation was willful and intentional.
7. The prior record ofthe violator in complying or failing to comply with programs over which the I nvironmenlal
Management Commission has regulatory authority: Unknown
8. The cost to the State of the enforcement procedures:
Hours 6 horns @$24.09 = $144.54
Mileage 25 miles @$.31 = $7.75
Administrative Costs = $100.00
9. Type of violator and general nature of business(i.e. Individual vs. large corporation): Corporation.
10. Violators degree of cooperation (including efforts to prevent or restore) or recalcitrance: The Violator has meet with
staff and has submitted an application to show future compliance with the State Stormwater Program.
H. Mitigating Circumstances: None.
12. Owner of property where the discharge occurred: Thornberry Ventures, L.L.C.

File No. WQ
13. Pictures of development: YES
14. Assessment Factors:
a) I WC: N/A
b) Receiving Stream: Northeast Cape Fear River/Class C-Sw
c) Stream Index Number: CPF17 18-74-(1)
d) SOC/JOC status/negotiations: N/A
c) Copy of MP Screen: N/A
1) Copy of Limits Page in Permit: N/A
g) Damage: N/A

e Design Andrew and Kuske VSheet
902 Market St. CONSULTING ENGINEERS,INC. Wilmington,N.C. 2&t01ptCheck Job �j}y/LI>'JW/3l /n/F/CT2A�10 r � Cv — No.
M/eq5
720n9t
IrW61lao5 = /6, l09 3 Fr L-
N > /inP�2r/[orJS= 8[ / Dc� FIL ( L-or )
h45T lMP�2✓r0✓5= 7[ 3105 FT '— �,oi1tC..✓�o �or�
------------
3�[ IIoZ r7Z .
&4�T- / t^J u4 7v r .J Fi L-riz-fnC
Srn4-fI-Ce6- e o = /5, V/(vc? FI z , Z� F-1 l) - 12
���2csE Ptiv✓row = 71g Fi z + � X
46o o k
l ao[c.5 12EGb2T iOrL� CA+�J /A)FIt_7/Z+p-79�
D , L�2
P�o-rroy = j ! q FT t-
TrmE T'b IJF1 �-7`nw:fiE �12sr I I �c�'- : 2zGi3 Fi 3 ;' 25�Irc5 �3 M
C,.,,.
RECEIVED
Am t 6 2000
DWQ
�'N„.,,.r.... PROJ 0

2592 HOPE 3ROAD
FAYETTEVILLE, NC 28306
ENGINEERING OINC. 910-426-2323
Atlantic Brokerage July 28, 2000
313 North Front Street
Wilmington, North Carolina 28401
RECEIVED
Attention: Mr. Bill Fuller AUG 0 7 2000
Reference: Infiltration Evaluation ANDREW AND KUSKE
Fuller Warehouse # 11
Wilmington, North Carolina
Job No.: 3474 - 00
Dear Mr. Fuller
Soil Tech Engineering, Inc. has recently conducted an evaluation of the exiting site
conditions for the development of the proposed Fuller warehouse # 11, located on
highway 421 north of Wilmington, North Carolina.
We conducted an investigation of the subsurface soils at the designated storm water
retention pond area indicated on the attached site sketch on July 27, 2000. The
purpose of our investigation was to determine the suitability of the in-place soils for the
discharge of stormwater runoff. We investigated the subsurface soils to a depth of six
feet below the existing ground surface. We also classified each subsurface strata
encountered by depth and obtained representative soils samples of each strata.
Selected soil samples were tested in our laboratory for grain size structure in
accordance with the American Society for Testing and Materials (ASTM) procedures
entitled ASTM D-422; "Particle Size Analysis of Soils". Our sampling indicated that the
subsurface soils at the test location to be moderately drainable upper stratas of tan
gray brown sands to the depths we were capable of investigating to using hand tools.
R,ECEIVED
AUG 16 2000
DWQ
PROJ#

Infiltration Evaluation
Fuller Warehouse # 11
Wilmington, North Carolina
Page Two
We also conducted an evaluation of the subsurface infiltration within the designated
retention pond area. The infiltration rate of the in-place soils were determined at a
depth of approximately 24 inches below the existing ground surface at the location
investigated. The infiltration rate was found to be 0.42 inches per minute, based on our
analysis. We did not encounter groundwater at the location investigated to a depth of
six feet below the existing ground surface In our opinion, the seasonal high
groundwater condition should below the depths explored, although some dark
coloration of the subsurface soils was observed.
Please find the results if our field and laboratory tests and a sketch indicating the
location checked. If you have any questions after reviewing this report, please do not
hesitate to contact us.
Very truly yours,
SOIL TECH ENGINEERING, INC.
� ULO
Parks A. Downing, Jr.
Man er 4�;.•..,.,.,,Rp �,,
e © �
James Pate,
PADjr:JP/tm
CC: Andrew & Kuske, Consulting Engineers
Mr. Phil Norris

ANDREW & KUSKE John R. Andrew, P.E.
CONSULTING ENGINEERS, INC. J.A. Kuske, P.E.
902 Market Street J. Phillip Norris, P.E.
Wilmington, NC 28401-4733 910-343-9653 / FAX [phone]
LETTER OF TRANSMITTAL
To: _ /G Date: JD Z& DD Job No. OD S
M � Subject:
�- K18 50&0 3 mod
WE ARE SENDING YOU VIA FAX TRANSMITTAL: NUMBER OF PAGES
❑ ATTACHED ❑ UNDER SEPARATE COVER INCLUDING THIS TRANSMITTAL
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑ Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES DATE NO. DESCRIPTION
7-7
Z
W -.5/YlU— D
ILJ
PROJ #
Of
❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT OR APPROVAL
❑ FOR YOUR USE ❑ FORBIDS DUE El YOUR PRINTS LOANED TO US
REMARKS:
r
r
SIGNED
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any
dissemination, distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately
notify the sender and return to the address above.

Infiltration Evaluation
Fuller Warehouse # 11
Wilmington, North Carolina
Job No.: 3474 - 00
July 27, 2000
Location Depth Soil Description
#1 0" - 24" Tan Silty Fine to Medium SAND
24" - 30" Dark Gray Silty Fine to Medium SAND
30" - 54" Gray Fine to Medium SAND
54" - 72" Brown Fine to Medium SAND
Groundwater was not encountered to a depth of 6 feet below the existing surface.
Infiltration Rate : 0.42 inches per minute
Test was conducted at 24 inches below the existing surface.

Retention Pond
•
t
Building
Area
LF
I n
A Denotes location of infiltration testing.
Fuller Warehouse // 1
Wilmington, North Carolina
Jcb No.: 3474 - 00
I

Grain Size Analysis
Fuller Warehouse # 1
Wilmington, North Carolina
Job No.: 3474 - 00
Location : Infiltration Location
Depth : 0" - 24" 24" - 30" 30" - 54" 54" - 72"
Sieve Size Percent Passing By Weight
# 10 100.0 99.4 99.9 100.0
# 40 62.2 58.2 51.0 39.7
# 80 5 3.9 2.2 3.5
# 200 2.2 2.2 0.8 2.7
Percent Moisture : 5.6 % 6.8 % 4.6 % 8.4 %
Soil Description : Tan Dark Gray Brown
Fine to Gray Fine to Fine to
Medium Fine to Medium Medium
SAND Medium SAND SAND
SAND

STORMWATER NARRATIVE
FULLER WAREHOUSE
NEW HANOVER COUNTY, NORTH CAROLINA
For
Thomberry Ventures, L.L.C.
313 N. Front Street
Wilmington, NC 28401
fQ
11966 tt o
tid
1'•.Py/lL I P N�.••° V I
c(�CT�2�6-28A0
August, 2000 a# FQWP
PMs _,r..
Prepared by:
ANDREW& KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
910/343-9653
910/343-9604— Fax
www.andrewandkuske.com
A& K#00195

NARRATIVE
DESCRIPTION
The site is located adjacent to US 421 in northern New Hanover County consisting
of lightly vegetated sandy topsoil and grades ranging from 0.2% to 2.0%. Approximately 1
acre will be graded to allow construction of a new building with parking. The site was
previously permitted under New Hanover County #396 for a grading permit and SW
8950603 for a State stormwater permit. 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. Stormwater
—agement will be provided by an infiltration basin. The basin is an existing
depression on the property. It has been determined that it is large enough to
ommodate all of the existing and proposed impervious surfaces and will not allow
any discharge in up to a 25-year storm event.
2

Date Design Andrew and Kuske Sheet
902 Market St. CONSULTING ENGINEERS, INC. Wilmington.N.C. 29401 pt 1
Check Job �TOP/�9h1ii'J��' S , For &- enJ e`/ ��J�-c Job No.
o--) V15- (�?- I UO/I?S
�07�"� D2R1J2 ,� A2G4 = �1GJ� I(cI �F O2 '�, 23F I A7r—
ToT�-�- �r.TP�EVIoJs � vlt�ci�Jc, � = 35, 1o9o5F
E C E 1 V Ej ))
P��mLvr = 28, /�3 5� O^uS
OCT 2 6 2000
DWQ
PROJ
iuF�c.rZ,�7-/e C-TEe/i7��J�
y C1�9, ��/ q yF t , Z C/95� -Z _ /31 0 Fr
,�TD21aCiE �v�iL/�+3 � !nJ n>��v�- O�/N�ss�o•J ;
L�c1TIJUe �v2GlJ�E 42�/i �ow.>7r" vrawc� ) �.,aTc`��
/�• /0 22/ e7e Fr Z- a
l cl, oo /7, VIO FT z Z,o FT 3
41575 FF Z- /o, 99 z )=T a
ToTfe— AvAt L-(�6-e 5-6e'y'C- = 14, 5 o 7� PT- 3 S--
o ?c
17gT6-#:2-m)nl e r nj FI L
I��2ESsrnnJ pnJc. 'j C tJO�S nJoT ��c-✓mot <..
(Z�ePoo,T dnJFIL-M-47 .o J
/nJCA�E /5E& rE
0, A/A-) x 22�87e5 PTz-- -7 FT1)�44E
= 41B, 042, >;r� oe 59, 3646 41
DC7 Lr»�n> VOL,vm15 25 -r'e
5'?rtc
a ° � -�)5, Ito 210/ Job Fri/dam �z �, 5�1, (oc3G2t�
T 5 c Iba IA ) e4�1&) oN(_Y /,\j
S7-re 7

2592 HOPE M ROAD
FAYETTEVILLE, INC 28306
kEJV21NE�ERING INC. 910-426-2323
Atlantic Brokerage July 28, 2000
313 North Front Street
Wilmington, North Carolina 28401
RECEIVED
Attention: Mr. Bill Fuller AUG 0 7 2000
Reference: Infiltration Evaluation ANDREW AND KUSKE
Fuller Warehouse # 11
Wilmington, North Carolina
Job No.: 3474 - 00
Dear Mr. Fuller
Soil Tech Engineering, Inc. has recently conducted an evaluation of the exiting site
conditions for the development of the proposed Fuller warehouse # 11, located on
highway 421 north of Wilmington, North Carolina.
We conducted an investigation of the subsurface soils at the designated storm water
retention pond area indicated on the attached site sketch on July 27, 2000. The
purpose of our investigation was to determine the suitability of the in-place soils for the
discharge of stormwater runoff. We investigated the subsurface soils to a depth of six
feet below the existing ground surface. We also classified each subsurface strata
encountered by depth and obtained representative soils samples of each strata.
Selected soil samples were tested in our laboratory for grain size structure in
accordance with the American Society for Testing and Materials (ASTM) procedures
entitled ASTM D-422; "Particle Size Analysis of Soils". Our sampling indicated that the
subsurface soils at the test location to be moderately drainable upper stratas of tan
gray brown sands to the depths we were capable of investigating to using hand tools.
pEcEavg
OCT 2 6 2000
DWQ
PROD

Infiltration Evaluation
Fuller Warehouse # 11
Wilmington, North Carolina
Page Two
We also conducted an evaluation of the subsurface infiltration within the designated
retention pond area. The infiltration rate of the in-place soils were determined at a
depth of approximately 24 inches below the existing ground surface at the location
investigated. The infiltration rate was found to be 0.42 inches per minute, based on our
analysis. We did not encounter groundwater at the location investigated to a depth of
six feet below the existing ground surface In our opinion, the seasonal high
groundwater condition should below the depths explored, although some dark
coloration of the subsurface soils was observed.
Please find the results if our field and laboratory tests and a sketch indicating the
location checked. If you have any questions after reviewing this report, please do not
hesitate to contact us.
Very truly yours,
SOIL TECH ENGINEERING, INC.
-3UL0
Parks A. Downing, Jr. �,�+'+��H�C'J'r
Man er
,e 4pEES�j�•,3Z
James Pate,
PADjr:JP/tm
CC: Andrew & Kuske, Consulting Engineers
Mr. Phil Norris
� ECE0VED
I�unuuj OCT 2 6 2000
r?'"Q
PAW v -

Infiltration Evaluation
Fuller Warehouse # 11
Wilmington, North Carolina
Job No.: 3474 - 00
July 27, 2000
Location D-QM Soil Description
#1 0" - 24" Tan Silty Fine to Medium SAND
24" - 30" Dark Gray Silty Fine to Medium SAND
30" - 54" Gray Fine to Medium SAND
54" - 72" Brown Fine to Medium SAND
Groundwater was not encountered to a depth of 6 feet below the existing surface.
Infiltration Rate : 0.42 inches per minute
Test was conducted at 24 inches below the existing surface.

Grain Size Analysis
Fuller Warehouse # 1
Wilmington, North Carolina
Job No.: 3474 - 00
Location : Infiltration Location
Depth : 0" - 24" 24" - 30" 30" - 54" 54" - 72"
Sieve Size Percent Passing By Weight
# 10 100.0 99.4 99.9 100.0
# 40 62.2 58.2 51.0 39.7
# 80 5 3.9 2.2 3.5
# 200 2.2 2.2 0.8 2.7
Percent Moisture : 5.6 % 6.8 % 4.6 % 8.4 %
Soil Description : Tan Dark Gray Brown
Fine to Gray Fine to Fine to
Medium Fine to Medium Medium
SAND Medium SAND SAND
SAND

� RECEIVED
OCT 16 2000 John R.Andrew,P.E.
—= Andrew & Kuske BY. J.A. Kuske,P.E.
CONSULTING ENGINEERS, INC.
J. Phillip Norris,P.E.
902 Market St. •Wilmington,North Carolina 28401-4733•Telephone [phone]•Fax [phone]•akengnrs®wilmington.net
October 13, 2000
Mr. Scott Vinson
NCDENR/Div. of Environmental Mgmt.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Fuller Warehouse#11
Stormwater Project No. SW8 000825
New Hanover County
A&K No. 00195
Dear Mr. Vinson:
Regarding your comment letter of September 26, 2000 and our subsequent meeting on
October 12, 2000 we have the following information for you. After discussions with Mr.
Bill Fuller, he has decided to have Andrew & Kuske design a stormwater facility to
include the four existing buildings and impervious areas on the project site. We intend
to design an infiltration system using a large natural depression on the property. We
anticipate having the revised plans to you on or before the October 26, 2000 deadline
for additional information.
Please contact us if you have any questions concerning our response. We would like to
point out to you that runoff from up to a 25-year storm is currently held and infiltrated on
the property in natural depressions. This in essence is not allowing pollutants to leave
the site. We are hopeful that this information will assist you regarding enforcement
actions.
Sincerely,
ANDREW & KUSKE
ONSU ENGINEE INC.
J. hillip Norris, P.E.
JP /C#
CC: Bill Fuller
001951013001tr

�■0Oct 13- 00 10: 57a Andrew & Kuske 1910) 343-9604 P. 1
: .�
1_e■
Andrew & Kuske John R. Andrew, P.E.
CONSULTING ENGINEERS, INC. J.A. Kuske,P.E.
J. Phillip Norris,P.E.
902 Market St. •Wilmington,North Carolina 28401-4733 •Telephone [phone]•Fax [phone]•okengnrs®wilmington,net
October 13, 2000
Mr. Scott Vinson
NCDENR/Div. of Environmental Mgmt.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Fuller Warehouse#11
Stormwater Project No. SW8 000825
New Hanover County
A&K No. 00195
Dear Mr. Vinson:
Regarding your comment letter of September 26, 2000 and our subsequent meeting on
October 12, 2000 we have the following information for you. After discussions with Mr.
Bill Fuller, he has decided to have Andrew & Kuske design a stormwater facility to
include the four existing buildings and impervious areas on the project site. We intend
to design an infiltration system using a large natural depression on the property. We
anticipate having the revised plans to you on or before the October 26, 2000 deadline
for additional information.
Please contact us if you have any questions concerning our response. We would like to
point out to you that runoff from up to a 25-year storm is currently held and infiltrated on
the property in natural depressions. This in essence is not allowing pollutants to leave
the site. We are hopeful that this information will assist you regarding enforcement
actions.
Sincerely,
ANDREW & KUSKE
T
NGINEE INC.
orris, P.E.
CC: Bill Fuller
0019 -1013001tr

State of North Carolina
Department of Environment
and Natural Resources A �
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman`,, Secretary NCDENPER0,
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NArURAL RESOURCE5
September 26, 2000
Mr. Bill Fuller, Managing Partner
Thornberry Ventures, LLC
313 N. Front Street -
Wilmington. NC 28401
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000825
Fuller Warehouse #11
New Hanover County
Dear Mr. Fuller:
The Wilmington Regional Office received a Stormwater Management Permit Application for Fuller
Warehouse #1 I on August 15, 2000. 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. Submit an overall set of plans showing all development associated with these warehouses,
starting with the project "Fuller Warehouse 49" permitted on July 5, 1995 stormwater
project number SW8 950603.
i
2. All new built upon area is required to be picked up and treated in an engineered system. it
seems very possible for the loading area to the back to drain to the proposed swale and for
the swale to be redirected into the infiltration basin. Please modify the enclosed application
to show the additional impervious area on page 2 of 2. Resubmit sealed calculations as well.
3. There is a discrepancy in the off site drainage to the basin. The application gives 2,365 sf of
impervious area versus the calculations which gives 7.365. Please correct the application
from 2,365sf to 7,365sf.
4. Delineate the drainage area to the basin.
5. Dimension both the bottom, 16.Ofmsl, and top, 18.Ofmsl, elevations of the infiltration basin.
6. Please provide a detailed section of the infiltration basin.
7. Provide a flow spreading mechanism within the basin to distribute runoff throughout.
S. A vegetated filter is required for the bypassed runoff to flow through. Provide calculations
for the vegetated filter design which indicate that the chosen width is sufficient to provide a
non-erosive flow velocity based on the peak flow during a 10 year storm. The site plan or
grading plan must show the location, length, slope, and proposed grades in the filter. Provide
a detail.that shows the flow spreader mechanism type, pertinent elevations such as the flow
spreader lip and bottom, bypass outlet pipe invert, and the type of grass to be planted in the
filter.
9. Provide the type of permanent grassed vegetation to be grown in.the basin.
127 Cardinal Dr. Eat.,Wilmington.North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%, recycled/IINZ, post-consumer paper

Mr. Fuller
September 26, 2000
Stormwater Project No. SW8 000825
----------------------------------------------
10. Show how the roof drainage will flow to the basin or note that all roof drainage will be
directed to flow into the basin. `
M. There has to be at least 6 inches of storage height within the pretreatment device, inlet
structure, in order to meet the benchmark requirements. Lower the bottom of the inlet
structure to six inches below the outlet pipe which flows into the infiltration area. Please
include additional elevations on the revised detail of the inlet structure.
12. Please label the back loading area. I am only assuming it will be either paved or graveled to
correspond with the neighboring warehouse.
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 October 26, 2000, 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.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation ofNCGS 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,
Scott Vinson
Environmental Engineer
RSS/sav: S:\WQS\STORMWAT\ADDINFO\000825.SEP
cc: 'Wilmington Regional Office
Phil Norris, P.E.

Andrew & Kuske John R.Andrew,P.E.
_ = CONSULTING ENGINEERS, INC. J.A. Kuske,P.E.
J. Phillip Norris,P.E.
902 Market St. •Wilmington,North Carolina 28401-4733•Telephone [phone]•Fax [phone]W4•[e-mail]
August 15, 2000
Ms. Linda Lewis RECEIVE
NC DENR
Division of Water Quality
127 Cardinal Drive Extension AUG 16 no
Wilmington, NC 28405-3845 DWQ p
PROJ#L Q Qjb Oc�
Re: Fuller Warehouse #11
New Hanover County y�
State Stormwater Permit Submittal
A&K Project No. 00195
Dear Ms. Lewis:
Enclosed are two sets of plans for the subject project, one set of calculations,
the original Division of Water Quality stormwater management permit
application, and one copy, one copy of the SWU-103 supplement form, one 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 & KUSKE
CONSU NGINEERS, IN
J. hillip Norris, P. E.
J N/cjf
00195-081500swl
Enclosures
cc: Bill Fuller

r '
r
f
r IF-
\ _`z> i3�+ -ifs ?< 5lfi - - it - r'"�frf _ 4 3 .,c rr.r,4?3•d .{{{ry,c_ ,r�r`u"Jt` ?<��t6 °�' ""lr.� f�' a < < r
C a>< a'f a „r t ti.Yy Syr s r r
£�2`6 _ v •< :•� .ip r.{r'r ! ! is a•� f `- "^`=- a4 S. a b w :'-t,{•,,yy,,,,,, t a. ':. t -:
> �•,J ", y - '. '. -: _. ( J 'T �l. r,ri./ �, r _ ( 5l y�T rr £
f -. }✓ - S- 4 r'ir -:J C �/C Jl J.`? C J > rZ L{l _- y f _
' o r _ '.,�>>�. -' --=___r'_.<�`�:��./ ..�-.rff Y --;'yi a:� �y��,•"l h '�•' : � x n zri'..3 r f, -u a-.c - >rGf�t
ATLANTIC BROKERAGE INC. MEBNaL Lrxcx 7489
313 N. FROM ST. BANK ONE,COLUMBUS,N.A.
WILMINGTON, NC 28401 COLUMBUS,OH 43271
25-80/440
06/21/2000
i r
PAY TO THE
ORDER OF NCDENR I "420.00 � " i•' 'rs: y. < r„' - r
Four Hundred Twenty and 00/100'•"""•""""""•"•""'_+"••••• -» •»•»•»»»»•»»»»•»• •
DOLLARS
8 M�utle�CleaMn n �� / � r
rt�x
WOBKING CAPRAL MANAGEMENT '
{S•r X
MEMO Retentiong

_
r�r / '. r �r }`;r �r✓r' - r �' ' � <:-. s-;,.:• 'u r � w�a - rr �{rrf '�rr'" "ai,?ry '�.l`r,..y^`��,.'e ..� �' hi:C� ^'i�'J�.�r�af�s'3'. s",, f>�-f t ^.
aw s ' �<' 3'yl��a -., r w,r s i x r ' ' ��u s .� r r f� frr�f r r�{�•� r� .r �' f�r�r� r i rah iv �'r��{ � r rr,' a .r x •.
r -f
X!!r-::,r£rr<x
✓.ixr5a rr-.- .� ✓ ... r s-- v �'q. r.$f Sr ,fi.&F"f"` r .�y r�/ r r+ AY, YLr / lr fir"' rr� ':
5 > -cr, - ,� - � r '� � � `� •'r r r Jrr<,jfx ifr� r'i rai� r'rr�FY+'>Ys.-. r�y�r fit.=s' r r
< rit a r - x •a <' � } `fir r5 .>. _�}•Yr t�ra! rp ,.� h: nyy' ''j o- . � -
� F - w �° �- � � �'P ♦ .� t rs .,i,rj� r �<. i-€a ...w,C r u r r.+r
4 rz E ••r'.:—yi=ra Y' _ - z r f a � �'T[ d'r { �� _ 'S£�r3-o-1- n .f aa+'} �t'�ik Yri •,tj•�cr',•i Jr�:,: u �.r � Syr r
i C � - �- r T r?i-r'� i•"r ra' t «.ds -'-.r�� r1'�i.,,r �o'�i�..trL Y�g�J 14.�!rri>� t"`l4tyrr.t a.k .� x
� `+' sib - - _ S � fs h��t zi��t ,%l{'Ar})i'� 'l w.r� ��r •+.,: i/..:.:.:::•v�of
t x '. t '.;- ..�. .,` ' �:: _. � r 5r+ n'.r ,.,r. � wy ,c,{�r �' �� � rr+ -<y� rf>r ^`"•} ac 5 r }
-.:- .;.,:. �;- ..• .._ = ._- � ' ., ."fi .,:, �' 7 f�� ?>,�rf. �>� ✓✓��5��fi��.rJ.,'1� �'r'.>.. ,r?r Ji•r�r ?. { �. .., •

a A&K #00195
OFFICE USE ONLY ^ '.•'' ,
Date Received Fee Paid Permit Number
dD ao• Dod �S'
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):
Thornberry Ventures, L. L.C.
2: Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Bill Fuller, Managing Partner
3. Mailing Address for person listed in item 2 above:
313 N. Front Street
City: Wilmington State: NC Z 28401
ip:
Telephone Number: { 910 1 763-0380
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Fuller Warehouse N11
5. Location of Project(street address):
3252 US Highway 421 North
City: Wilmington County: New Hanover
6. Directions to project(from nearest major intersection):
located approximately 0 45 miles north of intersection of US 421 and Sutton
Plant Road no right side of US 421 when headed north.
7. Latitude: 34' 17 ' 18" Longitude: 77' 58' 03" of project
8. Contact person who can answer questions about the project:
Name: Phil Norris Telephone Number: ( 910 ) 343-9653
II. PERMIT INFORMATION:
1. Specify whether project is(check one): X New Renewal Modification
Form SWU-101 Version 3.99 Paoe 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing NSA t,list the r
(
existing permit number N/A and its issue date if known N
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 XSedimentation/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.
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 .
Infiltration basin.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 0. 78 acres 4. Project Built Upon Area: 43. 12 %
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.
Basrii Infomiahon� , `.� ��,, �;�-7��y;4Drainaj;e Aieb1 4A r� « rr�<:;Drainage Area 2 r
Receiving Stream Name
r River
Receiving Stream Class C Swamp
Drainage Area 0. 78 Acres
-Existing hn ervious Area 7,365 SF
Proposed Im ervious*Area 8, 104 SF
% Impervious*Area (total) 43. 12 %
Drainage Area:l,"` , ;,,; y`.Drama 'e'Area 2
On-site Buildings 5,060 SF
On-site Streets N A
On-site Parking 2,824 SF
On-site Sidewalks 220 SF
Other on-site N A
Off-site 2,365 SF
Total: 15,469 SF or 0. 355 A.cr 'dotal:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

..H
7. How was the off-site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a
table listi'ng.each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number N/A 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 N/A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt,gravel,concrete, brick,stone,slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them,that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State,and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Paec 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
'
• Original and one copy of the Stormwater Management Permit Application Form I 'als
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of$420(payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• 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
-Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including offsite),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.
J. Phillip Norris, P.E.
Designated agent(individual or firm): Andrew & Kuske Consulting Fngineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC Zip: 28401
Phone: ( 910 1 343-9653 Fax; ( 910 ) 343-9604
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information, item 2) Bill Fuller
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the prof will be constructed in conformance with the approved plans,that the required deed restrictions
and protectiv covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1
Signature: —t Date:
Form SWU-101 Version 3.99 Page 4 of 4

. . 4..
STORMWATER NARRATIVE
FULLER WAREHOUSE
NEW HANOVER COUNTY, NORTH CAROLINA
For
Thomberry Ventures, L.L.C.
313 N. Front Street
Wilmington, NC 28401
�.
,f 1ri
Q
�Iapp It�lOo
"tiffRECEIVED
IL P
ItW%
AUG 16 2000
DWQ
August, 2000 PROD#
Prepared by:
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
910/343-9653
910/343-9604— Fax
www.andrewandkuske.com
A& K#00195

NARRATIVE
DESCRIPTION
The site is located adjacent to US 421 in northern New Hanover County consisting
of lightly vegetated sandy topsoil and grades ranging from 0.2% to 2.0%. Approximately 1
acre will be graded to allow construction of a new building with parking. The site was
previously permitted under New Hanover County #396. 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.
Stormwater management will be provided by an infiltration basin. A portion of the
proposed impervious surface will not drain to the basin. However, a larger portion of
existing impervious area will drain to the basin so that the net treated area is greater
than the proposed impervious surface.
2

A&K #00195
OFFICE USE:ONLYram°+ .spsg
Date Received Fee Paid Permit Number
,l do 026 VF o t�
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):
Thornberry Ventures, L.L.C.
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Bill Fuller, Managing Partner
3. Mailing Address for person listed in item 2 above:
313 N. Front Street
City: Wilmington State: NC P: 28 1
Telephone Number: 910 763-0,180 [ L
4. Project Name(subdivision,facility,or establishment name-should be consist with oject name on �TIJr
plans,specifications,letters,operation and maintenance agreements 1 vvv
Fuller Warehouse #11
5. Location of Project(street address):
3252 US Highway 421 North
City: Wilmington County: w Hanover
6. Directions to project(from nearest major intersection):
inrated apnrnximataly 0.45 miles north of intersection of US 421 and Sutton
Plant Road on right side of US 421 when headed north.
7. Latitude: 34' 17' 18" Longitude: 770 58' 03" of project
8. Contact person who can answer questions about the project:
Name: Phil Norris Telephone Number: ( 910 1 343-9653
II. PERMIT INFORMATION:
1. Specify whether project is(check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

r.
2. If this application is being submitted as the result of a renewal or modification to an existing pp�ermit,list the w
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 )(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.
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.
Infiltration basin.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 0.78 acres 4. Project Built Upon Area: 43. 12 %
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.
134sin4lnformat�on � m , a DrauiageAreal , r «� DrautageA?ea2 f �`; z
Receiving Stream Name r River
Receiving Stream Class C Swamp
Drainage Area 0.78 Acres
Existing Impervious*Area 7,365 SF
Proposed Irrt ervious'Area 8,104 SF
%Impervious*Area(total) 143. 12 %
Im ervrousrSurface Area� � �,.� Draufa" a Are '� �s
On-site Buildings 5,060 SF 16 ja'ff =Q 3 zy�}z
On-site Streets N/A S
On-site Parking 2,824 SF E/
On-site Sidewalks 220 SF
Other on-site N A C�l r7,3brR
z
Off-site 2,365 SF <— P C
Total: 15,469 SF or 0.355 Acr dotal:
Impervious area is defined as the built upon area includi ids,parking areas,
sidewalks,gravel areas,etc. Z j 1969 A)e w
Form SWU-101 Version 3.99 Page'

7. How was the off-site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a
table listing each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number N/A 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 N/A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt,gravel,concrete,brick,stone,slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from autparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and
persons claiming under them,that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State,and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 R.movative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pape 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
I .4
• 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 toNC
• Detailed narrative description of stormwater treatment/management
nt/manmanaaggee
ment
• 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
-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.
J. Phillip Norris, P. E.
Designated agent(individual or firm): Andrew & Kuske Consulting Fngineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC Zip: 28401
Phone: ( 910 ) 343-9653 Fan: ( 910 1 343-9604
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information, item 2) Bill Fuller
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the pro'ey
will be constructed in conformance with the approved plans,that the required deed restrictions
and protectiv covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1
Signature: �� Date: OCS
Form SWU-101 Version 3.99 Page 4 of 4

A&K #00195
Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
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
infiltration basin supplement for each system, design -calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Fuller Warehouse #11
Contact Person: Bill Fuller Phone Number: ( 910 ) 763-0380
This worksheet applies to: Basin No. I in Drainage Area 1
(as identified on plans) (from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Kureb/Lakeland
Infiltration Rate 95 20 in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation s rfm- s� �St`�onal i�he ar fTab6a d at� r*140L ecaurtte 1 in e gt'
face.
Basin Design Parameters
Design Storm 1.0 inch (1.5 inch event for SA waters, 1 inch event for otters)
Design Volume 2,393 c.f.
Drawdown Time 0.066 days
Basin Dimensions
Basin Size 15 ft. x 48 ft. = 720 sq. ft. (bottom dimensions)
Basin Volume Provided 2,393 c.f.
Basin Elevations
Bottom Elevation 16.0 fmsl
Storage Elevation 18.0 fmsl
Top Elevation 18.5 fmsl
Form SWU-103 Rev 3.99 Pape 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design 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. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
_ e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
_ h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
_ i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
� — j. System is sized to take into account the runoff at the ultimate built-out potential from all
surfaces draining to the system, including any off-site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
_ 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
— m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
— q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
� — r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal hi-h water conditions within five days. A soils report and all
/ n pertinent draw-down calculations are attached.
�1 — s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re-seed as necessary to maintain adequate vegetative cover, mow
vegetated-cover`to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved
design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored
to the original design depth without over-excavating. Over-excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to perform as designed.
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used
to determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 1 .5 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of 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: Bill fuller, Managing Partner
Address: Ifiornberry Ventures Inc. - 313 Market Street Wil in tor. NC 28401
Phone: ( 10) 763-038 ' Date:
Signature:
!Vote: The legally 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,yTerit> m. Co le Ma y\ ,a Notary Public for the State of `fl D rf h Card. ,County of
'Ale Lo R411 DV e r ,do hereby certify that $i)i I I ' :Lk'I Le Vr personally appeared before me this�S�
day of 4 .r1hQA,and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. tn&Am��l d official seal, �Q�t tQJ 111. lA�p v
SEAL `S VATA Y•CC �
My commission expires 7 'oZtO't7 2-
P 6Q
15 pil OC
Form SW ev 3.99 y Page 3 of 3
` R re-0 '

L
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM IIWESTIGATION
i
1. The minimum bore depth: (� �a _ cs .o(n_ = o2J L
C
2. The type of soil: I �
3. The expected infiltration rate:
4. The depth to the Seasonal High Water Table:
5. Additional comments:
I '6�� ` �
Signature of Regional Office Personnel:
hii %vq , DWQ Vincent Lewis, Soil Scientist
1"'dvit-7
Permit Application No. 0 Date 91Z/.10i)
S:\W QS\STORNIW AT\FORMS\INFIN VST.FOR