SW8990126_CURRENT PERMIT_19990119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT lvmk�
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
Z!?l&Z&
YYYYM M D D
I

A&K#98236
�''1i.Til H 2 T i l H.. aF I+ ! 1. F JW>I: r H .fr. YT'f i i I 1 E �: ,a# �tm �;.-.a. T_ G �+ fi;+ r I, i if it F a f =f`.
Date Received Fee Paid Permit Number
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
L Applicants name (specify the name of the corporation, individual, etc, who owns the project):
Alltek. Inc.
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Peter M. Brennan. President
3. Mailing Address for person listed in item 2 above:
2110 Moon Station Drive
City: Kennesaw State: GA Zip: 30144
Telephone Number: _( 1-800 ) 334-9259
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Alltek
5. Location of Facility (street address):
Enterprise Blvd. in Leland Industrial Park
City:
Leland
County: Brunswick
6. Directions to facility (from nearest major intersection):
Located on west side of Enterprise Blvd. off US 74-76 next to Exide plant site.
7. Latitude: 78" 04' 02"
Longitude:
340 15' 58"
8. Contact person who can answer questions about the facility:
Name: Peter Brennan
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New
of facility
Telephone Number: ( 1-800 ) 334-9259
Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number NIA and its issue date(if known) NIA
Form SWU-101 January 1998 Page I of 4

3. Specify the type of project (check one):
Low Densitv X_ High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA X Sedimentation/Erosion Control 404 Permit
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.
Retention ponds
2. Stormwater runoff from this project drains to the -Cape Fear River basin.
3. Total Project Area: 6.7 acres 4. Project Built Upon Area: 66.2 %
5. How many drainage basins does the project have? 2
G. Complete the following information for each drainage basin. If there are more than two drainage basins in the project,
attach an additional sheet with the information for each basin provided in the same formal as below.
JB5§01M6 =m.
..........
� -, p 'Diiii �13 d§i
Receiving Stream Name
T77B-8nton SrancF --U].
Santon BranCh
Receiving Stream Class
C Swamp
C Swamp
DrainaLc Basin Area
3.6 ac
3.1 ac
Existing Impervious* Area
0
0
Proposed Impervious* Area
78,500 SF
SF
% Impervious* Area (total)
50%
85%
7H;gCg-P-- =-O� 1- ' IN ' On,:
'M' ME
M11-n-win..
---- - - --- � ......
M U.'MM
On -site Buildings
19.4 U'SF
Mutthe
On -site Streets
-------
u ure
On -site Parking
90 SF
U ure�
On -site Sidewalks
1, 10 SF
uture
Other on -sit
----------
----- ---
Off-sitc
---------
-----------
Total:
-
� SF
- E= 114.781 SF
-Impervious area is def
ined as the built upon area including, but not limited to, buildings,, roads, parking
areas, sidewalks, gravel areas, etc,
7. How was the off site impervious area listed above derived:
N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants and required to be recorded for all low density projects and all subdivisions
prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 January 1998 Page 2 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include
all the items required by the permit, 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. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): J. Phillip Norris, P. E./Andrew & Kuske Consulting
Engineers, Inc.
Mailing Address: 902 Market Street
city: Wilmington State:
NC
Zip:
Phone: ( 91 0 )_ 343-9653 Fax: (910 ) 343-9604
Vl. SUBMITTAL REQUIREMENTS
28401
This application package will not be accepted by the Division of Water Quality unless all of the
applicable items are included with the submittal.
Please indicate that you have provided the following required information by signing your initials in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• 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, parking, cul-de-sacs, sidewalks, and curb and gutter
— Wetlands delineated, or a note on plans that none exist
— Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
— Drainage basins delineated
— Vegetated buffers (where required)
VH. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) Peter M. Brennan
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge, the proposed project
complies with the requiremegts�J,5A NCAC 2H,1000.
Signature:
Title: President
Form SWU-101 January1998 Page 3 of 4
Date:

r
ATTACHMENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the subdivision and
selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right-of-way between the
edge of pm+ement and the front lot line, shall be covered by impervious structures including asphalt,
gravel, concrete, brick, stone, slate or similar material but not including wood decking or the surface
ofswimming pools. This covenant is intended to insure continued compliance with the stormwater
permit issued by the State of North Carolina. The covenant may not be changed or deleted without
the consent of the ,State.
2. No one may fill in, pipe, or alter anv roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner, developer must provide an attachment listing each lot number, size and the
allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must he made into the
forebay such that short-circuiting of the .rystem does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statements in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot long grassed Swale used to meet the
requirements ofNCAC 2H.1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
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 Nutrient Management Strategy Supplement
Permit Application Fees (Check made payable to NCDENR and submitted to the appropriate Regional Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or Late
Renewal
$225
$395
$225
$350
$50
Form SWU-101 January 1998 Page 4 of 4
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a

Andrew & Kuske
CONSULTING ENGINEERS, INC,
902 Market St. • Wilmington, North Carolina 28401-4733 + Te
March 30, 1999
Ms. Linda Lewis
NCDENRIDiv, of Environmental Mgmt.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Alltek
Additional Information
Stormwater Project No. SW8 990126
A & K Project No. 98236
Dear Ms. Lewis:
' � l John R. Andrew, RE.
MAR ��5 J.A. Kuske, RE,
J. Phillip Norris, P.E.
II phi even 9;1.4/343.-,9653 • Fax [phone]
We are responding to your letter of March 25, 199 which we received on
March 29, 1999 as follows:
1. Dimensions have been added for the parking lot and paved area.
2. We have enclosed a separate red -lined drainage plan that delineates the
drainage areas.
3. We have added some additional dimensions which we hope will prove to be
helpful to you.
4. We have added spot elevations to clarify the division of drainage areas.
5. The site has been added to the vicinity map. The Lot 1 R property is the old
Exide plant site. It has been labeled.
6. Additional spot elevations have been added as requested.
7. As stated in the narrative, Pond 2 is for future development. It may be
constructed now, however the Owner is aware that plans must be submitted to
show the future development and drainage patterns when the configuration of
that development has been created.
B. We have calculated that the forebay for Pond 1 is approximately 21 % of the total
volume. We would hope that this is close enough to 20% to function properly.