SW8021029_HISTORICAL FILE_20031022

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
4LD HISTORICAL FILE
C
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ANDREW & KUSKE John R. Andrew, P.E. John S. Tunstall, P.E.
J.A. Kuske, P.E. Neal W. Andrew, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E. John A. Kuske, III, P.E.
James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
902 Market Street • Wilmington, NC 28401-4733 o Phone [phone] • Fax [phone]
www.andrewandkuske.com • [e-mail]
LETTER OF TRANSMITTAL
To: Laurie Munn
Date: October 22, 2003 Job No. 02216
NC DENR - Wilmington
subject: Empire Distribution Building
New Hanover County, NC
WE ARE SENDING YOU VIA HAND DELIVER
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ® PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
71
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
2
01-28-03
R2
C1 - Grading, Drainage & Erosion Control
2
11-18-02
R1
C3 - Details & Notes
70ur-RIVRID
OCT 2.
nwgL� UZ
PRD+j #
® AS REQUESTED
® FOR YOUR USE
❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
cc:
Please let us know if you need any additional information. Thank you.
SIGNED J. Phillip Norris, P. E., / asn
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.

7 �I
State Stormwater Management Systems
Permit No. SW8 021029
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Michael A. Khan
Empire Distributors Site
New Ilanover County
FOR TIIE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2E .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 February 5, 2013, 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 Sheet. The stormwater control has
been designed to handle the runoff from 35,050 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated on page 3 of this
pennit, and per approved plans. The built -upon area for the future development is limited
to 8,018 ftz.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 021029
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Empire Distributors Site
SW8 021029
Application Date:
Receiving Stream/River Basin/index #:
CPF23 18-74-(47.5)
Classification of Water Body:
Drainage Area, acres:
Onsite, ft2:
Offsite, ftz:
Total Impervious Surfaces, ftz:
Building, ft2:
Parking, ft2:
Sidewalks, ft':
Future Parking, ftz:
Pond Depth, feet:
TSS removal efficiency:
*Permanent Pool Elevation:
Permitted Surface Area, ft':
Permitted Storage Volume, ft':
*Temporary Storage Elevation:
Controlling Orifice:
Permitted Forebay Volume, ft':
New Hanover County
Mr. Michael A. Kahn, Manager
Makwen Development Company, LLC
5417 Wyoming Drive
Charlotte, NC 28273
January 29, 2003
Cape Fear / UT NE Cape Fear River
"B Sw"
1.24
1.24
0
35,050
9,600
17,047
385
8,018
4.5'
90% (no filter is required)
96.6
2,996 @Permanent Pool
3,330
97.6
1.0"cp pipe (drawdown in 2-5 days)
1,127
*An assumed elevation of 100 has been assigned to a Sanitary Sewer manhole top at the
intersection of Barbados Boulevard and the 60' public easement. All permit elevations are
referenced from the assumed elevation.

State Stormwater Management Systems
Permit No. SW8 021029
If. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stonnwater 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 Iimited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, (low spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. If the stonnwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stonnwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. SW8 021029
10. The permittee shall submit final site layout and grading plans for any permitted future
development areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the permit must
be submitted and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name, mailing address and phone number of the purchaser or leasee. An
access/maintenance casement to the stonnwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the pennittee 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 permittec must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stonnwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
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 transfer 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. The Permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this pen -nit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Pennittee 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 perfonn 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
stonnwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stonnwater
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.
W

r.
. 1
State Stormwater Management Systems
Permit No. SW8 021029
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.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 5th day of February, 2003.
NORT CAROLINA PNVIRONMENTAL MANAGEMENT COMMISSION
/ter, Al n . Klimek, F.E., Director
14Division of Water Quality
By Authority of the Environmental Management Commission
no

AN.DREW & KUSKE
CONSULTING ENGINEERS, INC.
JAN 2 5 'L.UUj
John R. Andrew 19 J.ohn_3 Tunstall, P.E.
J.A. Kuske, P.E, Neal W. Andrew, RE,
J. Phillip Norris, P.E. John A. Kuske, III, P,E,
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
www.andrewandkuske.com • [e-mail]
LETTER OF TRANSMITTAL
To:
r� GO&A—)rZ —
�,
Date: / — 29— a3
Job No. DZ'G �CP
h
t '
Subject: rti >t
WE ARE SENDING YOU VIA
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑DISKS ❑ COPY OF LETTER
❑
FAX . 'TRANSMITTAL 'NUMBER 'OF :PAGES:
INCLUDING THIS RANSMITTAL :. ,
y'
Call '910-343=9653' If o'u a ave: any difficulty
receiving this message.. '.
COPIES
DATE
NO.
DESCRIPTION
Cz
�j
❑
❑
AS REQUESTED
FOR YOUR USE
❑ FOR REVIEW AND COMMENT FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
I z1/03 � +0!ltrw5
�1G1%- L:.r.�, r cg 1� 1l�7 uj • Npvy fC p _
4dd%1a,;ja1 �jev4 R 1Lly! " b.e ti.-. �c� • �^c �-*e, js -PeJ as
(A", czt� c . I �r
IL• 7; c x S 5 &,m� �� , b.u{ no a -�- ��wt-•�5 Cow •--ficc�
a,o Alec s 4�--7 y G, ��,.�,,,� a.►• �S✓S �j�S7�-d
�! [— f L iJY�+r+GSIGNED
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.

* * * COMMUNICATION RESULT REPORT ( JAN.21.2003 10:20AM ) * * *
P. 1
FILE MODE
9757 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
--- -------------- -------------------------------------
9-3439604 OK P. 2/2
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Qt W AIt r�,� Michael F. Easley, Governor
�0 �� William G. Ross, Jr. Secretary
GJ r North Carolina Department of Environment and Natural Resources
?_
a Alert Dlvfslonea? WaterDQual ty
Wilmington Regional Office
FAX COVER. SHEET
i
Date. January 21, 2003
To: Phil Norris, P E.
Company: Andre and Y{uke
FAX #: 343-9 4
DWQ Stormwater Project Number: SW8 021029
Project Name: Empire Distributors
MESSAGE:
No. of Pages: I-2
From: Linda Lewis
Water Quality Section - Storm*ater
FAX # [phone]
Phone # [phone]
bear Phil:
I didn't notice before that the plans do not have the existing contours shown. I see a grand total of
4 existing spot elevation which do not come close to indicating the existing drainage,
Additionally, the offs4e sewer and drainage features, such as the manholes and piping, are
nv�nnFnA tik4t .— -U 1—*. — ;+.:.v,-f, f. l...+ + 1A1 AAA L'---—1...1. «..:..+ A:.i..-

OF
L0�
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: January 21, 2003
To: Phil Norris, P.E.
Company: Andrew and Kuske
FAX #: [phone]
DWQ Stormwater Project Number: SWS 021029
Project Name: Empire Distributors
MESSAGE:
Dear Phil:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: .k 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
I didn't notice before that the plans do not have the existing contours shown. I see a grand total of
4 existing spot elevations which do not come close to indicating the existing drainage.
Additionally, the offsite sewer and drainage features, such as the manholes and piping, are
reported with much lower inverts (almost 30'-40' lower). From which point did you assume your
100' elevation? What is the actual elevation of this point? Please show on the plans.
The single pipe into the forebay isn't angled enough to create the needed additional flow path
length. Please either angle it all the way to the south, (a portion of it will be under the corner of
the building) or provide a manhole to make the turn around the building. See sketch.
S:\WQS\STOR-MWAT\A.DDINFO\2003\021029.JAN03
NCDEN,7
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

PUMP STATIO ry
50' X 50'
j�� S _ E MAP BOOK 36 G . 3€ 12
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D aL6T , s1zE
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TOP=.gg 25
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— = Andrew & Kuske
CONSULTING ENGINEERS, INC.
_ 902 Market Sheet Wilmington, NC 28401-4733
910/343-9653 910/343-9604 Fax
www.andrewandkuske.com
January 16, 2003
Ms. Linda Lewis
NC DENR
Division of Water Quality 1 Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Empire Distributors Site
SW8 021029
A & K Project No. 02216
Dear Ms. Lewis:
John R. Andrew, P.E.
John S. Tunstall, P.E.
John A. Kuske, III, P,E.
James T. Pyrtle, P.E.
JAN 16 2003
We are responding to your fax of January 13, 2003 as follows:
57
J. Phillip Norris, P.E.
Neal W, Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr., RE,
1, We have added a note on the plans indicating that no wetlands exist on the site.
2. The sidewalk width has been added to the plans.
3. The steel pipes have been replaced with a single pipe. It has been angled as
requested.
4. The vicinity map has been corrected.
5. A north arrow has been added.
6. We have enclosed new forebay calculations based on a computer takeoff instead of
hand planimeter work. It indicates that we are within the 18 to 22% range.
We are enclosing two (2) sets of revised plans and calculations for your continued review and
approval. Please let us know if you need any additional information.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
J. Aillip Norris, P.E.
JPNlasn 02216 01-16-03-state sw response-Itr
CC' William Fuller

P. 1
FILE MODE --- ------- OPTION
TREASON FOR ERROR
E-3) NONANSWEUP RR LINE FAIL
WAT
E--2) BUSY
E--4) NO FACSIMILE .CONNECTION
11V
Michael F. Easley, Governor
J
r
William G. Ross, Jr. Secretary
North Carolina Department of Environment and Natural Nsources
}
"t
Alan W. Klimek P.E., Director
Division of Water Quality
Wilmington Regional office
I
FAX COVED SHEET
Date: January 13 2003
To: Phil NorrisP.T�.
Company: Andxew and Kuske Engineers
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
I
DWQ Stormwater reject Number: SWS 021029
Project Name: Empire Distributors Site
MESSAGE;
l , pleas either delineate all wetlands on site, disturbed or undisturbed, or note on
the pl s that none exist.
2. Please label the sidewalk Width on the dimension plan.
3. Please angle the steel pipes leaving the drop inlet into the forebay to create
additional flow path length. The 3:1 LW ratio is a little short, based on an
averaq� width of 351.

r
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
Date: January 13, 2003 No. of Pages: 1
To: Phil Norris, P.E. From: Linda Lewis
Company: Andrew and Kuske Engineers Water Quality Section - Stormwater
FAX #: [phone] FAX [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 021029
Project Name: Empire Distributors Site
MESSAGE:
Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
2. Please label the sidewalk width on the dimension plan.
3. Please angle the steel pipes leaving the drop inlet into the forebay to create
additional flow path length. The 3:1 L:W ratio is a little short, based on an
average width of 35'.
4. Please add the nearest intersection of two major roads to the vicinity map. A
major road is any 1, 2 or 3 digit NC, US or interstate highway.
5. Please add a north arrow to the plans.
6. Please reduce the forebay volume to the accepted range of 18%-22%.
S:IWQSISTORM WATIADDINF0120031021029.JAN03
'A
NCDEi1R
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 9101343-9604 Fax
www andrewandkuske.com
October 17, 2002
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Empire Distributors Building
Castle Hayne, NC
A & K Project No. 02216
Dear Ms. Lewis:
John P. Andrew, P.E.
John S. Tunstall, RE,
John A. Kuske, III, P.E.
James T. Pyrtle, P.E.
J. Phiillp Norris, P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr„ RE,
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, one (1) copy of the
stormwater narrative and a $420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
CONSUL NGINEER
J. hillip Norris, P.E.
J /asn
02216 10-17-02-s-sw-It r
Enclosures
cc: William Fuller